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HomeMy WebLinkAbout36417 Well Hill Waya* J 9 •� � � AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV orAbv. Above FUR or Fir. Floor RAID or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BILK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss 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 HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col, Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or TO. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR orVTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or WIC or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR orWDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr, Finished Floor PWDR or Pwd. Powder Room PLAN REVISIONS DATE VERSION DESCRIPTION REV. 06.23.22 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATE 06/01/18 4.1 REVISED SGD, LANAI & WINDOWS AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE U/ E-1 E] L::] El El El E]EILIE]LIE]LIL] i �1= I ENN/�R 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. ers coo 0 c� tj �cm � c cm N Li- � 3 40 �. N r N . Oil J 7 � U ltl P" 111/�v ���i✓r °a '�e� ;•.. .J % i 4J 04 I apj t6�li* L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W f g( o � o c� hl;r N m t . ® _ 00 C N W .. 7 LL7 C, N c0 �d M �i rA on h J � 6%PA J LL 5 W a V � Z L c9 a' W rnrn X � W _ d ca CO k N �Q K O Z � U U) y W El V M � N M O � Z < � o Q N z � � o a--) v, OW O N N U) ws. U LUe i c� o N m J >� w Z < U_ �_ E 0U CU zo oa z >N <� oa F� 00 a L 0< a= w o� �z lz co m a Q `� y No mo o, >Z ¢w -j o� <a z c" o o w ;o Will I Zr- 0� =o 0 = > LO orn m to co T ^ < Y r U 1..� a-1 2 ,N o : - N Qi O LO r Q LO r ca LO o z Z c E t— N 0 m c `CU a o m U J Q p CD J JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. C S fli T ii, I I I I C c 0 O. BATH BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW T MI VARIES T _T / F, O. BATH KITCHEN low NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD w 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ..�� ON BATHROOM WALL i - L TOWEL BAR IN TUB OR SHWR. - MEDICINE CABINET 60 VALVES TOILET 4 PAPER D SOAP DISH �� i HOLDER a ED v _ Ow Z 0 2 a ILL M M M M N TUB FIN, FLR. BATHROOMS. SHOWERS AND TUBS DOUBLE RODS In VARIES PER FLR. PLAN v SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. al ori l� Mom IF mi KITCHEN 42" H UPPER CABINETS------, 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER CABINETS 2" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET Ir 36 H BASE O a FINISHED CABINETS COUNTER TOP 30" H BASE o ° eo CABINETS 9bo 80 O 10 a O S 00 2x FRAMING b b 1/2" GYP v N iv ? BOARD FIN. PLR, r- FIN. FLR. x P.T. SOLE LA E SHELVING ISLAND COUNTER CABINET BLOCKING 1'-4" 6 T-4" 61'-4" 1'4"XV-4" "L" SHAPE CMU COLUMN - - - - - - - - - - - - - - LANAI 1 8'-8" FLAT CLG. A.F.F. 0 9'-8" 10'-4" 5-0" o I I J TYP. @ AC PAD CO I O I S6 2-STORY O HB 1 6068 SGD I 35 SH ALT AC PAD ----BfRKSTa - - - 8'-§" FLAT CIL& iu TILE - CO DINING _ _ _ T 8'-8" FLAT CLG. 2 CARPET to f -- - -_ _. - _. IA N 7 2068' r, BF __ I__ -- S6 N TYP. @ 0 V -- o 2-STORY I �---JI I , O 0 1 z- GREAT RM • _ 1 r; Y 8'-8" FLAT CLG. CARPET z I I "' � 8" FLAT CLG. �- LL - - I W • j PLUMBING LINE - 54„ { - v 3r 0„ 1 „1 8'-4" 2' 4" 4'-4" o TO SECOND FLOOR I ALL _ - -I I L? (3) 2x4 #2 SPF 1/2 WALL (A) I I "' STUDS W/ (3) OR RAILING � 16d NAILS AT PER SPECS 04 • - - a ! -I = BASE _ _ FLOOR G.T. - 1 1 1 I III I I I I I I -' cD I I 126168 I I I I BF I AoM = I , I I III I I I I I I I I IUP �6' 1 D • _ 8:8"FLAT,CLG. TILE', 1L6 IL 11 12 11 III I 1 I Ig 1116 15 I I I- I1 OPENBV. - TO A = S3 •Q6' SHEAR WALL - `L 1 2x4 #2 $PF • FLOOR G.T. (3) T E GE OF SLAB 2 STUDS ' U.S. P � B YOND WALL _ . HTT1D6. a BASE_ C� W � -4" 4'-5" 7'_3'7' 0' I z0 BUILDER TO PROVIDE Q --FOYER - W �- APPLIANCE PROTECTION S4 ¢ 0 U C WHEN REQUIRED PER FBC S3 8 $ FLAT CLG. TILE LLI O > -I m w H 1 O z0 z W/ USP L TA18 STRAPS • (CENTER D) EACH SIDE OF - J WALL TO FLOOR TRUSS = 00 D I I S6 U ABOVE @ 16" O.C. rn - o I I N TYP. @ W W " - 2-STORY , W GARAGE U) ILL! I I W 8'-8" FLAT CLG. A.F.F. O 0:I N _Z - ENTRY 1 JQ I 8'-8" FLAT CLG I I I � z 3:E - AFF I I CD A--------------------------- - -- II 5 S3 I I I I TYP. @ I I SINGLE • I FLOOR G.T. 1 -• q STORY • j 8"x16" CMU COLUMN j N I W/ 6"x12" ABOVE I 1 - 12"x12" CMU w/ (4) K INTERGRATED INTO I #5 VERTICAL o HB S4TYP. WALL W/ (2) #5 1 - 9 10 L GARA G VERTICAL----------------------------- • _______________ 16070 OVERHEAD DOOR O V-4" 18'-8" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 �E +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X374 S.H. 14 20 X 501 18 2 X 50 S.H. 15 20 X 63 18 1 X 62 2 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 e 26 x 37 4 S.H. 1 H4 27 4 X 50 a 26 x 50 S.H. 11-15 274X63 26X62112 S.H. 1 H6 27 a X 72 26 X 71 112 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 374X38$ 362X373/4 S.H. 24 37 4 X 50 s 36 Z X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25' S.H. 33 54X38$ 522X374 S.H. 34 54X508 522X50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 521 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 FIRST FLOOR PLAN-B SCALE: %"=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi 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. 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 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 j R-11/R-13 KRAFT FACED (GARAGE / LIVING) � C7 n o 0.C-111 N C7 t0 Q d CV 0% > '01- c E S•"b p��e%II IKe�i��pS �+ p 6 � o WIV Y g�� .�'•. ass.• I ��. .� SE�' z 'S 3 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. st � Q a O M O N N / 0 N " ye s M M Un ti r r 2 Lu D_ d M LU z Z0o m k 4 i W _ 7 N to(6 m � Q ¢ co cp . z x Z of O w N M Z U tU H O U ❑I]❑ z W Z N cn 0 0 z g _J N M c� 2 4--+ Ou O w g �V) U) U LU j' E 3' mf kYP� U y ¢ 0 N l� o J< W � M M Z o z 4 � LL w o �z > N Zo E CJ pcc a a (d 00 <¢ d 0 o� a z <o ¢o C r m0 o ° J �z 11 0< z a O � T 2.Z �W Q m j _0 o w< ;o NJ �1 z1< OU 3 >L 0 l� CU CU c� CO r fTcc T O - 04 �± r- O Ln T T N T� 1 T co M o M j N to z Z E T N caa co E c U J < J JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. ■ 3/4" PLYWOOD DECKING FLOOR SYSTEI SIN ITN CONT. HANDRAIL RETURN TO WALL DETAIL- SCALE:� : N STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16 \ 15 \\ 36" H. CONT. 14\`\ GRASPABLE 13 `\ o RAILING \ 1 12`\M I \ I 10 \ 1 1x TREAD L0Ic0 (TYP.) 9 \ I oo 8 STORAGE \ \ 1 UNDER 7 \ STAIRS 6 1 2x FRAMED 5\\\ WALL 1 4 �\1 1x RISERS 71 (TYP.) 3\ 2 \ 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = 1'-0" 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 FRAMING (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC lil 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 42" KNEE WALL WITH 1 x8 CAP & CASING 1 x8 CAP & CASING 0 1 TYP. @ D CORNERS �� SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H1 36� N DRYER VENT THRU SIDE WALL- ) >J HANSON BOX @ 36" A.F.F. WIRE SHELF @ +54" A.F.F.---i J S6 TYP. U.N.O. (P� SIM. W/ (1) MSTAM36 STRAPS @ BASE 14nc, RF-V 1 n.1.20 CAR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. ( SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - 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 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS 3D2 I SIM. W/ (1)N 5068 G.T. MSTAM36 11-6" - BF 24" _ 11-2" _ STRAPS @�" I BASE BEDROOM 3 ;� BEDROOM 2 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET EGRESS* EGRESS* I 25 I © SH D2 22 25 L ) I H1 ( �/ I D2 39 j H1 D1 D1 j JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I L------------------------------------ -J I PER DETAIL 6/D2 5-10" 5'-10" 6-8" 6-8" 18'-8" 6'-4" 25-0" 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 GC� SEE SIN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X25g S.H. 13 20 X 38 3 18 z X 37' S.H. 14 20 X 50 5 18' X 50 S.H. 15 20 X 63 18 1 X 62 z S.H. 16 20X72 181X71' S.H. 1 H2 27 1 /4 X 26 26 X 25 z S. H. 1H3 271/4X38a 26x373 S.H. 1 H4 27 a X 50 a 26 x 50 S.H. 1 H5 271 X 63 26 X 62 112 S. H. 1H6 274'X72 26X711/2 S.H. 22 37 a X 26 36' X 25 1/2 S.H. 23 37 a X 38 $ 36 z X 37 3/4 S.H. 24 37 J X 50 g 361 X 50 S. H. 25 37 a X 63 36 z X 62 1/2 S.H. 26 37 n X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73' WIDE S.H. 32 54 X 26 52 2' X 25' S. H. 33 54 X 38 3 52' X 37 4 S.H. 34 54 X 50 s 52 2 X 50 S.H. 35 54 X 63 521 X 62 S.H. 36 54 X 72 52 z X 71 z S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) 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: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '% inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage OpeninglPenetration 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 class 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. MMMMMMEMMMM 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 LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN-B SCALE: Y4"=V-0" t9n 'r o i o .� c CAP rc= .:r as mca � u . � 3 ,in 0 CZ 9 6� t �o � u <y 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. ,rt a W o /r E fio , Q O co 8 N oN No dr J 0 �' � � *� u- N � � , r N r r a LL w w N O 0 d Y Z y f9 J � Z O In `si Z mcv o -o r O O m w z W in��O' W Z N O < O (h Z U H w aN U Z O ❑El❑ z a; W M � (�V M v O O O z � N Q M = v 0 LL � --J LLr U OWN �. �V)O r C) w 75 2 ,21 F- J E i v o Q o N iT Q J w Qo M M J Z O Z z Q � LL �E Q O V z o z > ry <� ze oa Fm SO� vo o E o co U Q � Q Z f@ wo wz UD ro <o a � mo o o� m J O T z ¢w g 3 F 0� Z Z go m �S oz r. o wY _o ;o MJM C ' O¢ d r OU- �i �O .o = ` > Ln J 0 m c� co (0 T Q (n N COLO r` o Ln r Q N r T 6 � M co LO o z z = N E �--- m m a E 0 _j Q o � JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 1.2 -- � 1� i i� i � rr�r 1 I � �� I I I I I I r; I, I I 16 L., b.. L.i I I it I it I I 7 f r 7 I FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 2ND _ _ _ 4.0F N 80 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5.0[— 9'-0" RIDGE VENT TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS SCORED STUCCO TYP. RIGHT ELEVATION - B SCALE: 1/4" = V-0" DETAIL 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 C %o as Cs � C" � ° C..D C'Q ® c LA - cc .S N oQ 3 Cc Cc d '' d Z! 5; s Co 9, c ea 0 >r +J •'LS i 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. W Q ECD O O N U i ® o N N OJ fi) Urr� �, H Q N O qk W C.6 , J L W Mw� i= a d Y tad' g Z mc� yyo_ o '1 o ".. W rn rr m w y�ryf Z lL- Z7 0 Q J N ^' Y 1 Z Q rY O O U c¢i Co M � Z N M o o z � N � o � J — a M z II �- w —� 0 t./1 N f, oOft w .) 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ZQ o - Uri LO J 0 � m cc m 0 r Q Y m LO M 3: c4 � 04 T N LO r Q 1 r m � M r-- �' W LP) 6 o m Z E r U J Q 0 J JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 2.1 1 , r 1 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 4.01 12 FIBEREGLASS SHINLGE INSTALLED 5.01— AS PER MANUFACTURER _ SPECIFICATIONS T- - ,- 12 5.01 4' OFF RIDGE VENT --- ----------- PLASTER ON FRAME 35-SH R CJ TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 6068 SGD REAR ELEVATION — B SCALE: 1 /4" = V-0" V-0" RIDGE VENT FLASHING 12 ------------------------------------- - ---------------------------- - �4.0----- NN rLK C ------------------------ -------------------------- CJ 2'-0" F,1 1 H3-SH ---------- ------------------------------------------I---FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 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. I txterlor uovering 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 'v � s *' N cc CIE, .� •Q >,r e >a Co d '� to = y to 7 c-" c E cco � U >s �! j//*�pi •\�0®���,�1,rb?,O w v •• L� Q , • i� w w U �O Y J'4. �. .� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W I Q of 8 y V O N O N CDC O r Y QO a)N N 0] H� Q _ CD C LL LL co J U 11 d w a 1 Z r6cm� o .,. W [a N u) Y og�rn 0 W Z IL U _ m w !n N Z c C1 � Z W N O O U U Go t�2 ❑ ❑ � N O O O � QQN Z O Q J U) O_ N M z Q) �N U a 4-1 t6L w n U O �N W o N U o c ,n s ¢ m ®®p N �® o Z w m M J p z Z G � LL ,E CL p E U00 tU zo 0Q� oLL z >M z© oa a o �< c 0< wQ wz cn B �o = o�Z m� o , m J m aw � a o� �zo Z g W ci o w< ¢o a= �w �= _6 o wY ;o V zla� ¢ e > Lo rn m 0 T Q Y U O N L m = LO N (� > n o LO r Q CD � r CU : iri L0 z Z E T a En -8 cocc d U � Q 0 -1 JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I -a SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE FO HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE 4-P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN ,) EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) �BD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) e USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN C� J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L r J OPT. CEILING FAN E7) (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 3 1 \ 10 #14 to lights &outlets NEMA 1 10 #12 to appliances and GFI ---- 150 AMP/ _- 200AMP 10 #10toWH (� #8 to Range ' #6 to HVAC .7R -- --- MAIN 0 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.---` INTERSYSTEM BONDING TERMINATION PER 150=2/0 200=410 in 2" Conduit Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWERWTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS- I— WZ Z >-OQ > LU OJ m DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS - AC PAD WP DISC. GFI A o, • I DINING \ 5'-0" LIGHT AS PER SPECS { PENDANT - - Gf LIGHT PER / SPECS GREAT RM I r GFI GFII - — r I -- ROUGH -IN U.C. OUTLET 3 a FOR OPT. o — 0 1 I GF , FAN/LIGHT 1 SWITCH FOR OPT. CLG. FAN/ I DISPOSAL ' `LIGHT PRE -WIRE - GFII Uj GF -"-10" I I -- / ' GFI @ 44" - W.H. A.F.F. J 1 Z LLI � p Z \ ' E= a U Q OJ \ � GARAGE \ LLLL. U LIGHT AS PER SPECS w LU _ >W \GARAG E GARAGE / DOOR GFI ' --------------------------- ----� I F I - I I I I IRRIGATION GFI I I @ 44" A.F.F. 1 I I I \ I ------------------- a''s-----------------------------� COACH LIGHTS OR PREWIRE AS ` PER SPECS U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: Y4"=1'-0" `H/ VJ I \ 0WP OB GFII I I I I I I I � I I I I I I ENTRY I I I I I I r^ _�i I� �I II ALT II j I AC PAD I I Il 11 OPT. RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER — — — — — — — — — — — — — — — — — — 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 1.5" VTR 3" VTR ICI, III, I �I I I I I I I I I r� 3" VTR III I I ,I- I I � I I I I I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 3" ELECTRICAL PLAN_ R co :r W tomC-4 r C u. Q CO O xx e � d O .�. v ji W ati as m v Ld �� c a� cc cco �v M CV 0 CV M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. tX �A�i�ajFe �✓ 4t�i'�1 N ep" F. r O E o a 7 0 up 7 1co ID 0 N �k lL It t" H N rnNo� a w a F a C .j w mLLIL a U) Z Z 13 O s -05,F0 M 0 y= o 0 of 3:CN �2 M ' Ld W U5 op ¢ z Z IL w to N Z Q �U 2 M Cq Q U cn H Z O U ❑❑❑ N M o CDN 21 iz:' Q c/I M z w2 `o CD 2 w U OLLJ g C U" C� `— — g I v o m CO o, _® N o w M ZO z a ca E o c oo zo aN Z0 {— r0 X� �O co � 4 H < 0a ro �I— <1 o K aZ w � J = Ca <o m� o° m J O U m Z' aw � < o � �z Z a o V�] OLL � W m ¢ w =0 t7 J M � °Ia O d F ° 3 > L6 O iD cc m 0 \SJ Co LO 1 O CO -� M CN N Ln T- T r m > T (h M o LO Z Z E W 2 `m a E U Q O c JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 3 11 1 E I Ili I I I q —I i. . 111� I I I I it I 1 11, Al � I I J! I I 1TI1 ; I — 1 11 i - I I I ---F— I I ZONE-2 ATTIC SPA 60 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See ) SElev required needed required soffit y pper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 138.0 **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: %4'=V-0" a. G t® C-4 CCa ,s✓ G 6L C.S- N to N t `-� CoCD Ntz eP y C-4" Cr COO !& o vv& UA 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 An AmokF= o ` N N o u) 00 7 In 00 N D ' _a f/i M 0 3 ac N fi' b� W C 5 W L� J 5 W 0 _ O> t4 C (A .0 �i CoN13 Cf1 v W f0 r_ , m W z N Z Q M N Q O z O U 0 U) M N MO � O rygO Q J � N r cN> In(DM G aCz `o � tta � 0V, �NU) LLJ = ;_ 4,A O N 0 N O CA o �w M J_ IrmM z Z Q R)E �o<� Q® E a LL Z Q 0° f6 o go 10 j0 o� �z o�> eo ww U.) 1111111110 C ¢o o U m� o OZ M Q� aw �z 0 (J0 0� �LL ID m �o vaiw r- oz �3 ® ¢ wMj oIa ao 3 C 0 0 > LO 0 m rn m c9 (� (fl r � Q !T T Y 1— U O W m N _ L0 3:04 0) (0 .0 n O U') r Q T— hi E 2 co r LO o Z Z E Tcu 4 E U -j Q 0 JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 4 • n , � I, I' ° • 25'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB #5 CONTINUOUS UPPER 1/3 OF SLAB THICKNESS WHERE • ® REINF. SEE FND. FOR 10'-0" 13'41 OR FIBERMESH SHOWN ON QUANTITY REINF. SEE PLAN. FOUNDATION PLAN Y #5 X 25" X 25" CORNER 7'-4" 1'-4" BAR ONE FOR EA. 1'-4' HORIZ. REBA P. 11 11 1 1 1 R TY ,,, z" '. U.N.O. 2 -0 x 2 -0 x 1 -0 L 2 -0 x 2 -0 x 1 -0 n W 5'sE.W. W 5sEW ',_ ""Alternate: e The reinf. bars shall be TYP • cont. around corner by cold bending the bar w/ min. — — — — bar lap of 25". o CONTROL JOINT DETAIL I W SCALE:3/4"=,'-o" TYP. CORNER BAR DETAIL ' 2'-0" 11'-4" 6'-8" N -4111 3'-1011 51 211 41 Q11 11 0 00 - SCALE: 3/4" = 1'-0" 1 4 I _4, =ACPADI M It I I ALT r------------------� - 11 AC PAD I I J yl I P OVID 1-1/2" RECESS S6 TYP. @ q I F R SG DOOR. REFER 2 STORY HVAC CHASE 1 1 I\ j BASED ON TD MASON'S SCOPE LOCATION III I F DR WIDTH I II I I II I o I r • I r b INDICATES FILLED CELL 1 1 I co I W/3000 PSI CONC. GROUT I I r FROM FTR. TO BEAM W/ 1#5 I C.J. _ REBAR_VERT. ABOVE SLAB. _ _� L J - TYPICAL @ ALL PLACES _ I I 0o S6 I I SHOWN HOOKED FTG. I TYP. @ . DOWELS 17" EMBEDMENT I I `� 2 STORY I r - - W/ 25" EXT. ABOVE SLAB I j "' j t o Ij j "GRADE 40 STEEL" I I L__-jI I l l • III I I I • I w o ao II 11 I it II a Y II I 11 I 0� z a II II i 10 I I I 3/2" MIN. 3000 PSI CONC. SLAB I , I ^ I I FOR HERNANDO COUNTY ONLY C° M I 10 I I I 3Y2' MIN. 2500 PSI CONC. q(AB OVER 6 MIL VISQUEEN VAPOR BARRIER r2z L - 15'-4" -3- C.J. _ _ sl L -I 0" 2' - " 5'" CD I T ' I r 0'-0" ELEV. I I CDPLUMBING LINE TO L-4 ---_-- ,'-IV' I r SECOND FLOOR -- - - - --' FIN CONC. SLAB/ 1 I M - ll I b I 113'-0"x3'-0"x1'-0I00 10'-7 1/2" _ 2'-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. / (3) #5 E.W. b I M I I cM • I I. I I I II I N I II I II I II ! III I t l I I 1 1 • -3 1/2" 1 4" STEP I J M 00 � I C DOWN ill I S6 c� 17'-1 " S3 MIN. 101 64" j 60 TYP. @ -' K 2STORY d (BUILDER TO PROVIDE I "' IAPPLIANCE PROTECTION n I I I TOP OF CONC./ I WHEN REQUIRED PER FBC l� � � RECESS FOR FRT. DOOR i � PRO IDE 1/2" x 91/2" i PAVER TO BE 4" 9'-4" 9'_4" I BELOW FIN. FLR. 1 I 11 —I - - - C.J. - —�— - - - -I--- • -4 I L N I 4 00 0) q A I I o-2z 2"' TYP. @ S3 o N^ ENTRY -0 O @ 2'-6"x2'-6"xI '- SINGLE I W/ (3) #5 E.W. `V U` STORY • j I - • rj � T Z 1 (2) #5 VERTI ALS N O � I W/IN FILLED ELL U) O I J A I r u- HB i S3 I S3 I in S3 9 o I I 3'-0"x5'-0"x1'-011 W/#5@8"O.C. • • E.W. 16'-8" 18'-8" 25'-0" 6'-4" 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 1011 (IO 0 N FOUNDATION PLAN-13 SCALE: 14"=V-0" c as _ L c a e+4 caCwoX 1a en ea C N s a� d • co 1j $ �coW w d = c �tf�•'�IB� s "aft @t4:� Sf 9i9� axihn Fi SE � N M1,, ••` -� 40 SE,« 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. � b! � W 'd E Am M p 8 S N � N, i 00 N 0 � _ J J LL N 2S u, a v k:i vnl Q C J 2 _,. 0 J LL. 5555 dUj a O V 13 0 ` Z my �y :5 li N (O Ih o 0 � o m � � J C 7 W r°�o_j6'-c� d N z z -z III Q U Z IZ N M Q qt 2 U N F- M od ❑o❑ ,LL Z r W M � N (h O � C, N Q Q C, Q J U) E3 N� z W (D o a- J LU Og LI-I o N (" Ca r- cv = E I Q 0 N 0 J w M J 0, z z q 11 E (O E OV zo oo wz z- qN oa tog 00 — a E o< ao °Z rM ro Qo �o ww `°' = omz m� o° z�= m � J Fb o� z io W oLL mZ m <z oW F- i-3 s� �w M tL F N C) J > Ln O � ro m c� r Y LN '� N a) (.0 fl O Ln r Q N r aD T Z M o m '3 ii LO Z z E r N m a E c ¢ o c JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 5 i I111 I I I I, I II �-.-- ! !T P --' i I I f II TYP. @ CORNERS D2 J V TYP. U.NO. (2) A 1 TYP. @ A LOW ROOF CJ2G CJ2G 2 CJ4G CJ4G D2 2A1 _ GL1 I•� ►I ►i r'i iI � �'1 ��� IMIM!mn _ INS SIM. @ M �� CONNECTIONS I I�ii W/ USP LSTA1 STRAPS (CENTERED) EACH SIDE _ OF WALL TO FLOOR TRUSS ABOVE @ 16" O.C. Q TYP. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N kv O I I 1 I WIM11101 — 11101 IIIE 'ElI '11M : 'Fall TYP. U.N.O. A TYP. @ A SINGLE S3 STORY SIM. @ CONNECTIONS 00 J U- RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT,5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 r O 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: i (D Q SHINGLE: Y16' EXP. 1 CY16) Or 9/32" EXP. 1 03 16) I TILE: t%3z" EXP. 1 (33/1s) I r I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %6' x 0.113") NAILS ® 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/ J RAISED BOTTOM CHORD EXTENSION SEE TRUSS S6 MANUF. SPECS FOR CONNECTIONS TO G.T. TY O. SECTION SCALE: 3/4"=V-0" V @ 24" O.C. MIN. (2) STRAPS BLOCKING PLYWOOD FLOORING z- (2) 2x6 BLOCKING UNDER FLOOR G.T. 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT//39 UPLIFT CONNECTION CROSS-REFERENCE HARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 1 Old x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" N (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 1 Old x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" 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" HTS 20 1310 1245 24-1Cd 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 1 12-10d x 1 1/2" HHCP2 680 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: Y4"=1'-0" co Q . Cv' M I.� O 61 t CC CJ1K N t0 N Z 3®se' ss. 3 i CC ai RCM 'Q� CU E ca � v i5ii6FY €b dF�SBf'$��+„p,� i t�`o�4 . 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. C)pE 0 N m o .0 Co cnNCoo ° g5 N �cov 3 w a 5; Y, Z m c "I'a rm0 o :; t•:j13 : @ N co Oe W co ,,3: w l Z m O J - M Z a N Q S O c Z 00 6 �itif. W ❑❑ Z N th O � Z N Q Q � Q J U) � N N a 0 �I (� w O v ' w o Ly N r f— (n W Su l('�s J � p�p U I A k�ry f L C) O y C m Y Q O �l �mN o C.0 U— W z U- E =o g O }N 2 0 C1 O i= U �LL wz KO oa Fes- o E &a =o o oQ CID wo o �w ro Cn L � 6 40 �m�� O U m 0 O F z m J ni 3 F 6 1 zz Q 0 U W m <o N 0 oz 3 �W o wa 0 � F IIIIIIIII� M zl¢ d 00 i �� 'Lo J O ui rn m 0 T' (.0 �1 � T CC T L)L (n 2 3:N Co — 1 N 0) (0 n O L0 r Q LO r m M T v; Ln o Z z E r m c a 0 a o JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 6.1 I 1 II I _. T 1_-1. - _ 1 1 1 .I I 1 7 - V J, .:_ 1 I I -1--- I I I I .1 I III I r l 11 1 11 - 11 1 0(2) — TYP. @ HIP CORNERS ) ------------------) I I I I I I TYP. G I U U U G j TYP. 4 I U.N.O. S5 I I I I L------------------------------------ J RSH ENGINEERED CLADDING W NDFPRESSURES AND OSUUCTIONIS FOR MEAN ROOFOHEIGHTNT 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: Y16" EXP. 1 CY16) or1%2" EXP. 1 (33/16) TILE: 1%2' EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN TV% 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 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=oft GABLE ROOF > 20 TO 45 DEG. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-112 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" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 6D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A) — INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. OR CONT LEDGER) CelCc Vi t of U ULo 00 rL (1) LU 5 LO 7a04 ) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV - B SCALE: Y"=1'-0" �cV co W ® o t ca o �- N m o m o " +r0 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ��AM Milk 4+'?i... Q fir:, 0 O M U o 0 N p) O' C f0 � �" Ui 41 N N 3 r/ in n r --0 '� # � LL M iru e 4 N J J LL W (0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. g. 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 / . Safe vertical loadSafe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTS 81`441B/1T8F401B/1T 8RF400B/iT 8F321B/1T FORM & GROUT SOLID O N W O #5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL E F F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w 0 8 F 16— B/ 1 T o 0 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT #5 REBAR CIALTERNATE POWERS MIN. (1) REQ'D ° d CLEAR STEEL LINTEL d O d a ° M.U. #5 REBAR AT TOP A d MIN. (1) REQ'D - 1-1/2" CLEAR a GROUT d n F Ir 5 REBAR AT = m w O BOTTOM OF ~a n F ` 00 U3 LINTEL CAVITY rn Lu o v o OTTOM o ci O z REINFORCING ¢ ¢ c7 Im 7-5/8"ACTUAL PROVIDED IN Z LL o w ^n ' NOMINAL WIDTH LINTEL ¢ _' W 0 N ~n (VARIES) N a0 n MATERIALS c� precast = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) �—C.M.U. 5 REBAR AT BOTTOM AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. & If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN SCALE: %4"=1'-O" crs N C) N M ® a. i. o w M o - N e R cc CM s W cc 'ate coo � w 42 ` {{,,ppppyypp gg�rIID,}a •'� r S 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. i"R 3 W _s t�yrc Q 'lotE coo � U V UJ N N o O 0' c N 00 00 W F l N U) N Urr M � 3t LL "I-' Q Z (6 co " a JLLiLLLI d o' cn m Y c � O O y� � W N O o 0 IL com LO C0J a N O U itT W ❑ ❑ rMi L-s N M 0 0 z o � Z � N Q J tiXz N M Li o` w O C) N �N � o F- (0 ups (a rq,:.,,, r— W J E N m "i ✓ pp�yy C4 Q \W o cc M M J O w Z Z Q `L LL E E � p U zo Wz >N a� zp oa Fm oEoQ o wo 00 �Z �w i c C Q o 3Q oU m g o° Zr <w W cn 3 a� S< wLL �o go aw �- m oz 3 o w <Q � ;o v oIa ° 3 �O 0 = > Ln J O I. 0 m T 0 L_ r_1% co Q Cr CO U WY O N^ m = L CSC '� N 0-) .� O Ln T Q T' E N -E M �; LO o Z Z c E c CL U J Q Q J JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. I N R308.4.3, ITEM2-EXCEPTIONS,WHEN A PR TECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE 5 GLAZING N SECTION 0 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 X22INCHES (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 51TMS 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 F CONSTRUCTION. H 0 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. . SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 22.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 1 F DOWNWARD AT THE TOP OF THE GUARDRAIL 00 PL APPLIED ED VERTICALLY A LY C L 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3• DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Yz" 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4. 2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 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, SCSI 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 : 8 = 0.131" 1 d = 0.148" 12d = .148" 16d = 0.162". Q S d 0 0 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-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 trapps, be forms. Permanent forms must be etc., shall made with permanent metal or plastic 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 - Cjncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11, FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 012 N .� CD n ro CID >4 W. CL, rdL �Nc ao � 9 0 -Cl +• CR CR •ate o � ca i aFO917) LU ate f � y ) - ReC4 t r". l C)t' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ' SEEp O U O R � N N 0 � 04 Ln f? m Z CO LL- LL LL d � � a 3 S m ca L O 0 d O j 'Fu N 0��o m t 3 LO N Z Q f- N Cl) O OU U ❑ ❑ (D M n M N M O O o � QQN O Q •-C7 � 7 v) N M 4-+ V) V) w o r� w � U =O en 6 N m p¢ w 2 co Z o Z a uzo C6E K oaN >m Z o E Qca F- n3 d c o C U Q 00 0U 0 Q , h ao Qo �z L n3 cna Q U W 0 m o0 Z m _I U <� >a w Zz cnaZ C- z w C)it M. az s 0� o v � F zIa > o `` '� J O m m 0 CO CT m 3: N LO M � � M r LO T Q NO LO r E m (D �' LOi o Z Z E r vi �' cc c a E U .° Q 0 JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING 1 I I I .................1. 1 Ij1�( I1.1 ...Lt1.'.'...' .1 L .L I I I F '.. I.I-1-�k 11 ' fax 1 [ 1 I . I .. .� ..l 11..:. . ....... 16GAx1-1\2" LONG (3/4"-1" CROWN) I IMAX. Il � -1/2" LONG (3/4"-1STAPLES @ 6" O.C. VERT BETWEEN . x STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF l l l HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR 1'-O" 0 9 LO GAS METER O o U O O • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap + ,z FILL CELL rn w CONT. #5 > STD. 900 HOOK BAR STD. 90° HOOK BOND BEAM SIMPSC w/ (22) NAILS 1 CONT. #5 BAR #5 CONT. 5/8" 0 THRU BOLT FROM FOUNDATION TO HIGHEST ____1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND II SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGITJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. _.. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" 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. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" /10d1 nails at 6" n.c. �i/ Provide adequate bearing for each lapped joist. Odnails 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) Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate 0 BCI5000s 9-1/2" 2-8d 2-8d 11-7/8"I 2-8d 3-8d 14" 1 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d _ 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14"_ 2-8d 5-8d 16" 2-8d 6-8d BCI90se 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 616d 6-16d 9 . 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 1 beam below Load bearing wall must stack over blocking and wall or beam below.* — — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — co 6YY A 1Y2" ROUND HOLE MAY 611 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN - � _FaL?E ,4 y tl A'!-0" s1!-3' Arty 16" lout Span ) 8- 1 1 a V-2'. 1'-2" 1'-3' 4'-7' 1 11" ZA" 2'_9' 30 3-T' 12 V-9' T-1,. 1, 2 1, 2" 1'-3" T-9. 2-4" 2-11" 317 40 4, s 5'4' 16 1' 0 1'-1" 1' 1 2' 1' 7^. 2'-9 3'-2 3'-10'" 4'-'' 6-7' 6'-4 7 2' 2t3 1'-0 V-11' 1, 2 T-Z' 2--a- 3-a' 4-0" 4'-1011 6'-11" 6'-11" 7'-11" 8'-11" 24 1,-0„ 11-1.1 1'-2' 1 3'" 2-5" 3-7' 4-9' 6-10" 7 2,. 04' 9L6' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T,S SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 1 1- Backer block (12" wide min.) Nail with 10- 10d nails. Install tight to top flange. SLEEVE THRU STEM J ° Joist hanger j I . SEE PLAN FOR <• a . • .; . • , FOUNDATION INFO 4 1 STEM FOUNDATION I' \ VI Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. — — - 1/4"-2" gap J �I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements III 0.6 X Joist ir Io `depth 11 I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 4 F a 111—i i, I I I I—� • G d: — L A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. :�® LOCATION OF SECOND H10A °° SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 4 ° i III -I I I -I lililllllii� PLUMBING LINE PVC OR SCH40 SLEEVE L-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° PVC OR SCH40 SLEEVE /` PLUMBING r— U NG LINE \ • d_. - • / A A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION =1 I all I Illl lil ° ° 4 PVC OR SCH40 SLEEVE PLUMBING LINE 4 4°. 4 n° G ° � I=1 I I=III. -1I1=_III- 4 4-II1=11 °„I 11= I , SEE FND. PLN. SIZE & REINF. cYa cr C" C2 �- ® c"ea w C" N _ yi W cl- —� +n m O > y-.N t y O fG Q V Y d W .03 3 cc L dW d R g� y E C O � v CD ! pp R k cli v At r<; 1. V"O•, i 't To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. :, ,%u�., W n' Fi• oofI Co C O UA N My JLLIL . n, U) IL w Y a J� a mu_u_ z 76 0O O M LLJ } z CV _O Q CIO J O N O cL O w u N M Z U tjj H OU �' z I ❑❑❑ W N M o o z o � a J — N M z to a C1 o c 4-1 � G, w a ° U Oro �.. �cn � U_ c 6N co Q co 0 N m ° ®® o z w CID M U_ o � z Z a LA C 0 E C, ZO oz Zo ¢N ?® o a F— fu �� 00 o E� g, no mo O � z m N H ono rz 15 F o gZ a O G/) w LL Z �F W O a� Fr J= <� J o To ol� Z¢ o- U� >� J 01 N m W r ^ Cr cc r �1 0 in = LO 'F'r 2 � r o LO r T � N r m T M M o m � vi L Z z E r N N C a- 0 � Q o c JOB NO : 23-06119 SCALE : AS NOTED SHEET NO. SN 1 iI 11: II i __. _ - -. - -1 A 1_ 01 3 J W I i J m d- ID v D- N 0 J 0 I i N L0 0 0 0 -a- v c� O i rn �C Q M O v a E U v J 2 C ,o v U LZ N 0 Lo 4' v 0 5 a C1 04 LO 0 0 W Q m v cn 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS .) (OR „ GYP. TYPE „ X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE EACH END (WHEN PARALLEL) ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB @ GARAGE SIDE IF MIN.) ( z INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ (ALT: 1/2"x12" TITEN O.C. OR 5/8"x10' WEDGE HD @ 24" ANCHOR PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE - IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N T � 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.)A WWF OR FIBERMESH `o ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F.O.C. 5/ 'x 0 10 WEDGE ANCHOR 2 x 6 W1.4 x W1.4 INCLUDE THEW AL 6 x 6 W1.4 x W1.4 o ° ° _ _ .' a _ _ SHINGLE ROOF, SHINGLES TO � @ 24" 0 C ) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM _ p — — — =III=III=III=I m ° I i=I I=III=III= o '-III-III=III I I I III=III=1I1=' I I.• • Z ELEV.-0-31/2 - 31/2" MIN. . 3 1/2" MIN. , D3161-CLASS F, IN � I 1=I I=III=� u ° I=III=I I=I I=1 I -I I =I I III=I — — 1 - - 2x4 CONT. A.F.F. p w , t> a b 12 ACCORDANCE w/ TABLE I' I I I I I=III=I I=I I=I 1=III=I I=III=I 1=� I " o I } „ ° .. ° 11T T(jr 131 1/2"(min. - 4 I� TIr I ° . - I I=III=III= 31 /2"(min.)- 4' -IT_I (TYP.) 1 VARIES R905.2.6.1, FLORIDA BUILDING=I CODE 7TH EDITION (2020) I III i "III -1 I I I11Ii I ([[ i lI I II I I I II 111 i II I I— ; I I GARAGE DEPTH VARIES - - — — — a • -I I 31 /2 (min. - 4" 1� I =I 1 I I III II I.7 - _ 31/2 (min.) - 4" -=rumv _ _ _ il_TI- -_ 1Tf I I- RESIDENTIAL 8 I I=I I ITI=�-III=III ITj III �' �— -I I=III I III=III-J I1=I I I III=III I' INSULATION LE ROOF SHEATHING - SEE =z I rir�rrlill�Il��)I „I�I=1' (2) #5 CONT. 4 I ITIi �hI�II IRT-' (2) #5 CONT. SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4" 1'4' 8" FRAMING SHEET FOR MIN.SHEARWALL U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP C TYPICAL BEARING WALL @STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP PS STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA coN��N�U���� GYP. TYPE @ GARAGE t �Eas�c W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qc5 ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS Zx S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C �N�M��s o CEILING & 8' O.C. WALLS 2x STUD 1o'M �N, 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY/ coN 2x BLOCKING HORIZONTALLY INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION P.T, HORIZONTAL 1x2NAILER NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR c� G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) "S" BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ TYPE MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL FINISH *SIMPSON SP1 (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600# ) -. w/ (10) 10d NAILS N SPACED EVENLY 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w o rr T E END OF 2 MAXBOLTS 6" PLATEWWFWWF OR FIBERMESH 1x2 PT WD FURRING @ 24 O.C. TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o ° D _ GRADE _ p . , z GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi � 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL Z ,— ° "' .p o FINISH GRADE [GRADE 25" MIN. LAP [30" MIN. LAP] 60 MIN. Fy= 60ksi] m U.N.O. MONO OR STEMWALL — — — :� CELLS SEE ( FOOTING MONO SHOWN-1 CO I=I I I — O° w w �_ — ' • • r FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY z 6 MIL VAPOR BARRIER i I I 1 e. I. I I I I I I I=I 1 I=I 1 I=I i I=_ I I 'III 'T—III— N z T o I-T=T=11I= #5 REINFORCING BAR R 1 7/8" `� —TI— 1x4 P.T. BASE NAILER 4"x4" INSPECTION _ - 2 -I I 11 • r — - 2 1 I I=L I I I=I I I —I #5 LAP SPLICE (2) #5 CONT. 3 1/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL � I I COMP. SOIL. (COMPACTED TO -I ° I -III T=III=III — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS g" 1' 4" g" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM �_ �I 1 T�=I I �I T T III T—III T T=-1 10" (�P') MIN PSI MAY VARY PER Cl) AT GARAGE CONTRACTOR D1557)—T�—T>�— 4" V-4" I —I I #6 REINFORCING BAR #5 STD. 90 HCJOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE#6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 W1.4XW1.4 WWF OR LU NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING rEN� REBAR DETAILS rF WALL w/ UPLIFT ("G� "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE rr_ r rr SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 =1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ r rr SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Cl)00 _ =I 1—I I r° ° D I III° 6 x 6 W1.4 x W1.4 SEE PLAN 1 112" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 I I 11=1 I= - 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH 6 MIL VAPOR ° - ? min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS � BARRIER II ( �� D 4 I I ° • `� a. ° - a GRADE AT 24" O.C. MAX. CONNECTION INFO IN C8 =I I I = COMP. SOIL. ° I I II T c — — — — — — — — = I= I I — — — — — —Ti—ITI—ITI—Iil f II I'I TOP OF BEAM &LAYOUT DESIGN a — ° (COMPACTED TO 95% I I I =1 I 1-1 I I I— _ — —_ a _ -(1) #5 REBAR w/ OPT. SEE ROOF PLAN a ° T MODIFIED PROCTOR ASTM D1557 _ _ _ — S E N ENCLOSURE _III=1 I I I I — --,-.. , � I I= I I=I I I I I- �� I I- -I I_ III I I F=! I I I=1 I I- ' ' (2) HTs2o FOR STRUCTURALI,=TI BEAM SIZE & TI�I-1T_I�II I I III . r T I a 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1 -4 (1 STORY) STD. 90 Fi00K (SEE I I— I I- 4"' I III IP MIN. CONNECTION INFO a - I 117 M 7 •. a •` I I] III U.N.O. 4" V-8" (2 STORY) DETAIL) ° w 2x4 P.T. 6 PLATE 2x4 #2 SYP P.T. FRAMING w/ III=I I ins MIN 7/16" O.S.B. SHEATHING ,T-rT(-( SEE A/S3/J/S6 —' �'41i—"'— "- 8 TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L °.s.e zz ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 "= ' " SCALE: 3/4 -1-0 S3 °qE pE"p� w_ ~ Q SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. IJJ COLUMN SIZE AND BASE rM 1/2" FROM SLAB LA o LL' w CONNECTION INFO. SLAB STEP & RECESS S.G.D. 01 1_ 1, J CONT. BEAD SEALANT in SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6"BEYOND —� • Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND � �+ e ,e INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT _ ° P • ° 31/2" COLUMN TO PORCH SILL O C /4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS d 13' O.H.D. RECESS _ v° ^` GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z =rN� `o `C' T CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS = }I • ~-1, `Y' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART z SQUARE CMU BLOCK BASE, TO FOUNDATION PAD ° MAT REINFORCING. a.' CONT. FOOTING STEEL I—„—�—� ` :• : T-�_ •a _• --- - , "' ` ' --- _ I I I I -I I (7•��TI y _ I I=� I •.. •.� — PLATE TO CONCRETE MIN. SHEAR 180# MIN. ON FLOOR PLAN CONT. BEAD SEALANT w_ > SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS co = Z GRADE .T—III— I � '. � u III— I I � � . ° ..• ' :. — > . . . III ". 4 T O0 -I 1 I —III , 1 '' TENSION 120#) CONCRETE SLAB _E 6 6 W1.4 w FILLED SOLID (SEE PLAN FOR -11 = I I- I�I= r I�I=I�I x W1.4 x N T _ w SIZE AND REINFORCEMENT) z = • 'a •, III=I _ __ 'a •• -1 '10 - °�° WWF OR FIBERMESH �,, u� I— w o a w v �_ :... -I I I -I 1 I -I I l i Li I I a.I—_ _E - - _ ° a BRICK PAVERS or SLAB PER A o w cn = o o co • z z Q SEE A/S3 OR J/s6 I I I I I I 11„I I„ I I, I IfT SEE vs3 OR J/s6 -I I I I I I I=1 I I I III- 1 1 ITI— III— 0'-0" FIN FLR. COMMUNITY SPECS CO — — M 6 MIL VAPOR T— r�l I —I 1=1 L l = — — —� I=I I=I I-1 11=1 I I= I =1 11=� - FOOTING FOR REINF, INFO. 3" MIN. CLEARANCE FOR REINF, INFO. 3" MIN. CLEARANCE BARRIER I� ] [_ r; i I I=I=III=1i I- III T-111 v BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) I I I I I ,, .:.. t:.• • PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4 4 v.•'1 ;, :,. • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS rT�INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. a-11 hJ \ N s, n TO C.-D N Ll- a- r!f CC p Y • N � N � ®ram_ a a ae" 3 CC a c' E 0 �'� °�r o �I� I`b°�$�, Al ...... 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 IW- o E N m .� 00 (1) N 00 # g.. E" N NMOv �- Lu a W a � r m 0 WL o'm�t� o W tn�pj6' m y Cl)� IL •j N 0 Q J N Z p U < 00 W El El 0 M N (h z 00 z —o J r tN+J to z a o Cz I l lL T C%3 U C, OW N �v) C'3 O c pE rldP`a+'rva�i;��' R =� L U C) o N _® c s ~ o J w c M 0 , z Z LL- ccE O =o osQ� wz Zo as 0 �o ° a wg �w 3Q 00 J ¢� 0,z z J W CJ C ID o0 tt az mw = F CID 0 AW o w� ' F 0Ia 'o o 3 .� p J 'Lo 0 a; Rf 0 co (.0 Q0 Y U 0 0 N LO M CO N LO m M o z Z E r• a)c Il U J Q 0 J JOB NO : 23-06119 SCALE : AS NOTED SHEET NO. S3 (MONO) r 9' I —Ill (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 ' -- ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 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 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.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ El SCALE: N.T.S. S4 ❑ ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d Q 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 IE 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"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL J J IM 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 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 a H a a 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. 96 3/8" 71„ I 41" 10" 6 3/4" Tom/ SFFp OOw �N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P. J-BOLT TRACK BRACKET fOP a iARAGE IOOR vvvn r rwn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' -4' (1) (2) 1 (2) (1)LSTA30 4'- 9' (2) 1 (3) (2) 1 (2) 1 (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. OD { SIMPSON HTT4 TYP. Op O,c� U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \jam 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 TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE '- 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 71 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) I�L1�1S���l�UL�illll 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 4a,, SPLICE STAGGERED %d9/N J C; O 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 � TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP2 ..r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SID SIMPSON RECESS LINTEL / SIMPSON SP4 / NAILED INTO TRANSOM FRAMING TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 11 2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. & NUT C ROOF TRUSS ABOVE /- 2X BLOCKING �9] -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY­-5/8"X10" J BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R REV. 06.24.22 SCALE: N.T.S. S4 e c+� � o vi eo N s d N ��CDd�� c av'3 d o c' 0 ego o. 0 C:) ;`_ 'r e.-10 • .x 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 Q U C y C m r co H (N � �2s Y�9'a Q J LL p. . W @ LL 5 — a o Z m c ,Z N 0 Q `' o N Q O U ¢ U t �m W ❑❑ M � N M o g z N z o � Q Q N M N z oo o .� U 0 w o u I Ly N r^ ° L e m' r` V o y o 0 ti o z w Z ri p- E zo >N zo O wz oa cov t— r0 o U u o Qo E co &< z U o' �z woCO ro c ¢ o a m o° J ¢ S< <z g� W ci > wo z �w m io oLL 3 � o w w� .o >° v zl< 0 3 p J > LO ui m 2 ns 0 ^' Co r Z) Q0 ol 1.1 >+ T co - Ln 0 COco C) T ON LO r Q LO r (.10 E ('7 Tcu o Z :3 LID z E T_ N ccE c 0 'aQ CL U p� J JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. S4 11 -Tr-—rn-r SIMPSON HGAMV W/ (4) 1 /4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF>9" SEE 1O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CR0 3 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (2)10d TOE NAILS @ .. AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. .' BLOCKING ' 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)10d & (2)10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i < SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING I/ Z\ 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE : (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF . ��� ` W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. SNAILS �\ • AND 12" O.C. FIELD END TYP. TOP & \ BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C 2x4 "T" ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I SIMPSON META12 w/ (7)1 Odx1 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. MOISTURE BARRIER 10dx3' @ 4' O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 114"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP f "' SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES `° ao 00 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2- EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/ 2 - 16d `j NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THEK(2)16d 2X4 BLOCKING @ 24" D = 0.148 , L = 3 OR EQUAL ( ) (D = 0.207 , L = 4 1/2' OR EQUAL ) (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" �,15� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 i IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..— w, 2"x4" MIN, SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. Ix0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE NAILATSIMPSONSP2 w/ (12 ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-j I LJ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. 15 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z � a BRACING w/ (3)10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. BEARING NON -LOAD BEARING LOCATIOt3 (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4,k1 1/2" SDS^^ ^ -VVIV I. DEMMIVU `- GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. CJ w d w 0 o — — Q o � O I w -I w m o � I o O 1 d w ---- O I >C Q NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N � o o a is �W Mr- cc�N +� o y !! ® RS d s d ® 5 .3 co a -10 r 9 Gan d zn � � p:�tA �yi _ ,'p" , To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. :a �E ` OOp N ib i 0 ' ? U) r-r--� J F� H N O 2 qk aims " Q 255 E LL J 2 w { J LL 5 D_ w Y 13 ' 4 t us 29oc_o w ra .i O o ' `0 a W tn�O_j6� m w IsIL p J t7 Z ,n N coZ V N Q x O OU < L) ?' Z a M �� (D N O �o � N Q r` M Nn 1 llz^^ O O Q) V ,,, ° U O „ < o V L', w w. �N � U � c w m x79 ? J AM ~ o". 3 m i c 8 .,.._• _ d O N c U) 0 0 �® o M M J Z C � Z z Z � U- ca E z G >N aR O wz ❑ca ~ ❑a F- o 00 ❑ o -,' � o °a �Z Q �w C ¢= Wm, p U mo Z °WO C g o� Z Jo w a O a0DO oz =3 o w< >° V zl¢ 0 �� E2 'L J O N N co ^` L T Y tB T U) N m O ' Y '0 N O X) T� Q � T EE ca M o Z Z N Liz T ECo c c U ) a Q p JOB NO : 23-06119 SCALE : AS NOTED SHEET NO. S5 3 -v, LLJ M n i J m M to r �F- v ) 0 a 9 rn ZFD C> 1 N i N L0 C! L0 i O ) .0 i o, c 0 r� 0 i C E (D E 0 v C o_ -o U J t7 1M N O Lo v 0 O cN N 0 Lo 0 0 Io cE Iil Lo m v SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. -END SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION 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) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. W @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. B 15/32" OSB �I EXPOSUREI 11 SHEATHING x — —x—� PROVIDE II 11 BLOCKING AS REQUIRED PER 11 D I1 w c) SECTION X-X IF _ LU NOT FULL O HEIGHT SHEET/1 C 11 II 1 11 fl LI — IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T � II 15/32"F SB EXPO EXPOSUREI UR F SHEATHING 1 11 Il 11 I 2 LU SOLID 2x IIIG III II II II I o ALL 0 G SBLOCKINGHEATHING EDGES (SEE III OPENING SECTION X-X III G III x II II �W II III x E _ 2x STUDS W III III II II II BEYOND. U) SEE PLAN a III I I I II 1111 II II I I 0 co it 1—LILL-1—II �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM tArA1 I M rA1A-rI^K1 MlA/nnAAA "S" = NAIL 3/8" SPACING 1 c 3/4" S 1/2„ S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT J PENETRATE SURFACE MORETHAN)/8". H 10 QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z w = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O c @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w c=n E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu W O x C'PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ O in < xOOv) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U)) OH m uJ � - @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL $ N W p O MEMBER IF GABLE END x W w NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" / B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SPF TURNED VERTICAL wl7/16" FLITCH PLATE TOw/(2)12d COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1Od NAILS TO TOENAILS EA, END, NAIL FLITCH w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW PLATE TO VERTICAL w/ (4) 8d NAILS 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" o.c. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2) 10d @ 6" O.C. FLOOR SYSTEM VFRTIr'AI RI nnKlNn 12 H, or ASTM D3161-CLASS F, IN SECTION X X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST INSULATIO ROOF SHEATHING - SEE NOTES: USE BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS 24" O.C. SHEATHING TO BOTTOM OF RIM S6 & NAILING SCH ED. CHART ON FLOOR @ PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" ONLY. 1 (6) 1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C ATTACHED WALL SHEATHING TO I JOIST AT EA. STUD WALL PER STRAP FFA p0 CEILING & 8" O/C WALLS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY Cy 1 2-ROWS NAILS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS O.C., 2 ROWS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL STAGGERED @ 12" 0/C EACH E FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"x10" OR GREATER HEADER 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2)12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B — SEE FLOOR PLAN NOTES FOR w SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d -) I- LAYER 1/8"THICK. =)w 10d NAILS @ INTERIOR HEADER: COMMON @ 6" O/C EDGES AND 12" O.C. FIELD Ll- = INSULATION PER BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. (1) 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN ONLY TOENAILS (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C DOUBLE 2x • EXTERIOR HEADERS: TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.( 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 w/ (6) 10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 - OR FELT 2x STUDS TYP. HEADER SUPPORT PAPER FOR TRUS NO. OF JACKS & STUDS - - MOISTURE P.T, BOT. PLATE REQ. AT OPENINGS BARRIER a 2x4 RIBBONS �xT pp F FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" BEAM SIZE EACKS STUDS EA END EACKS STUDS EA END SIMPSON GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP �' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9(2) (3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER CHART ON FLOOR PLAN BILK. W/1#5 ROD CONT. FILLED SOLIDW/GROUT �� TYPICAL T" AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS o WALL HEADER DETAIL M BAND JOIST TYPICAL ARCHITECTURAL FINISH SCALE: N.T.S. S6 SCALE: 1 1/2"=V-0" S6 S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co �n w c� 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR 2x BLOCKING HORIZONTAL -SCHEDULE PLYWOOD SHEATHING NAILED PER NAILING SEE DETAIL C/S6 FOR MORE INFO a a EACH FILL CELL TYPICAL LU ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" O/C BASEBOARD 'n TO CUT BLOCK OR POUR N SECTION J/S6 1/2" GYP. W.B. MIN. GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT 24" O.C. W/ 2"DIA. @ APPLY 3 LAYERS W/ TOTAL THICKNESS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4"to 6" BELOW GRADE . • @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 1 Y-O" (R302.11) EMBEDMENT @ 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. , SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS d ... .=a.— q NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD N_ _ r .. \ FINISH GRADE o0 ,a FLOOR TRUSS SEE FRAMING PLAN TYPICAL TENSION 2600#. 2 x STUDS @ 16" O.C. )6x6 2500 PSI CONCRETE MIN. W1.4xW1.4 2X P.T. PLATE _ co I I �_=III—I I FLOOR TRUSS 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. SEE FRAMING WEEP SCREED � ,. 6x6 W1AxW1.4 a 111_I a - d I I I —I I I —I I I- CD Z PLAN e INSTALLED PER MANUF. r ——' �` --. °. d WWF OR FIBERMESH -� I I —I I I —I I I —I I I a'00 r I I I —I I I —I I I- T —"� � —__ d e e' T q \ "• I �=III—III III __ —III—II I 'I III=� I I-1/2" = I. , 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl I I NAILS @ 24" O.C. INTO TRUSS dr. , 0 — _— _ — r r ° r r M q -III—III^III— I °- III FINISH GRADE r _ _ — � 1511 I=I 11 O/C FOR THE 1 ST Z-O" OF I I I I " �=III—I I- —I I —III r- 1 I (3) # 5 REBAR ON 3" CHAIR I ' '— = STD. 90°HOOK DETAIL) END WALL W/ 2)10dx3" @ EA. ( II BLOCKING & MIN. 4 EMBEDMENT .r —� �__ < ' —III III—' a — r _ =I I o z W/3" MIN. CLEARANCE 4" 1'-8" (SEE END INTO 2"x4" BLOCKING IN KO BLOCK—° — — — — — _I I L� -1 I I —III I I ...III—III— III_ TYP 2-STORY WALL SECTION J SEE DETAIL2/D2 FOR 8 II —� 8T —I r $ CHAIRWN3"MIN. a I, II I I tpri— III-III— � MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" V-8" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SG SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. @ WOOD 1ST FLR, SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0' S6 FOR ADDITIONAL INFORMATION. a�*9j y� .. cm� C B V N y M C= t � !V y O t0 Q W � av as rs-• C G1 rCv CD Y- i0 d Q3 d u to y g' tie r,�Ftpp CV I:VIN t4. r'IGte4= g�� 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. 3 aim tAA• d E O 00 0M N O co cY � J LL u' d V — p W y 6 o 7 r6 N C)�CP m LL — Z . w N N Q { J- J 0 O U Z 0 `� W ❑ ❑ M n N ch o <00N (D ¢ o Q U) N � 0 `o w O ., o u� N ZD Iil •, J C.3 0 U) r ®® N 0O 0 Co M J � Q g U- C Eoo za >q �� M C6 wz M F— C o E �¢ oa O g, Q0 c° <o �Q Ww �J c Ca C ao mo o � U O 0 z z M G`� Q �Z o Q u W CID p < <� d z Mz 1 o sh r- 3 o <w w< rr WO Cl) l d F z< > L �} V ro rn m 0 /^co r U O U) Y N m _ In O M a I,- Ln T.. Q T LN o z Co :3ri Ln z E T C a Ei U Q p .1 JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. S6 (MONO) v+ Ld i J m r O O Q 0 J Q) co I i N L0 0 Lci i L 7 V) i 3 M O d E o 0 J i a 0 0 0 ti to N O LO 0 0 0 a N O u7 LO v 0 0 w M m 0 N SCALE: 7" = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION, 2x4 SPF NOSING GLU NAILED MATCH NOE OTHER l \ 6', / —A ALIGN THIS STUD WITH r FACE OF 2ND RISER 3YP CUT TO FIT I %RS IN WALL I 2x12 SYP BEARS IN WALL I —2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE. 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN 4" AND "' 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 4- 2x4 BLOCKING FOR 2x12 I 2x4 PT UNDER 2x12 �f I � , ROVIDSMOISTUR/E/ ' \ PROTEC LATTACH AlL COMPONENT / STAIR TO CONC. W/4' X TAPCONS @ MAX. 32" —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC, W/4" X \ NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. \ / TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP ITN [ 2x8 SYP DRYWALL STOP l '� MUST NOT TOUCH I STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 I 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ PT NOTCHED INTO STRINGER (14) 10d x 1 1/2" D NAILED TO FLOOR WITH GLU NAILS) STRINGER CONTACT POINTS \ V VNLL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D-D SCALE. 1 = 1 -0 3/4 PLYWOOD — ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING � / 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD , GLUED GLUED AND AND NAILED NAILED—\ ' 2x� ' I DRAFT ST P I 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU / NOT TOUCH STRINGERS INTO FLOOR WITH GLUE AT STRINGER CONTACT \ 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING AT STRINGER CONTACT POINTS / \ E—/ _ _ 1x4 GLUED AND NAILED TO STRINGER POINTS B FOR DRYWALL SPACING H SECTION VIEW _ SCALE: 2' = 1'-0" W 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) / SECTION VIEW "E" DRAFTS P I I I 1W 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER \ FOR DRYWALL SPACING H E SECTION VIEW SCALE: "' = 1'-0" SCALE: 1" = 1'-0" ON DECK AND NAILE] FRAMING —2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER I,t OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POST \ / PER CONTRACT V / I (2) LAYER 2" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 OR 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" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: 2' = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW :L POST LET INTO !LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X BL/ 2X STRINAR OCKING PSON MTS J2 w/ ' 10d x 1 1/2"\NAILS D OR 2X BLOCKING RISL2_ / ECTION VIEW "H" SCALE: 1" = 1'-0" N c� C" ® d3 CP w' a lO d SQ Cl U ce N � Q d N w ®, J CZ �$ 0- CD Ne�vy'������ < +. ,Jre ®........ m. 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 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. j '^ E Q r' ; Uiy 8 O N c� `p N r co 00 v� n 5. to yrf, ,x U5 �- M ik LL y a 6 U-ru- w w o uu c � m WIL y' m O (0 n W og�m c � m w ° Z _ o w N Q O U 04 U O Z ED ❑ M c�- �-= N M 00 Q 0 o LL � W = U O N o c- L,.,Ln IM L.LJ ON U o N C 3' m o w M Z Z Q L L E ce0 z Z o <� ce U of w zp o a C' I� (6 �0 UO o E °a o. °Z a� so wg �w to `° M az 0a o�z °o o� m J m a aw a o goZz W T w LL a NW F J W = H v oIti aco Q o 3 In > Lo J 0) m O ca Q Y M 00 LO O CO C0 T CJ LO r Q LO r (D m M o z (6 7 N LO Z E i N � (6 c c 11 U J Q U -J JOB NO : 23-06119 SCALE : AS NOTED SHEET NO. ST I I III ;f T IR I 3 M, w (10 Ih m M co C 0 0 -0 0 C> 0 I N cV rn 0 LO i L P 0 a 0 0 a FT E 0 0 J i .s 0 J t7 LO L .8 0 0 a 0 LO 0 0 z w _ m r� DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. r APPROVAL FOR CONN. 1 X 4 3-1/4" LONG X 3/16"0 "' 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS 1— FURRING7� (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/ MIN. 2' EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3116" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT 6@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ cc \ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. - /4" MAX EMBEDMENT INTO K.) 2 0 BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 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 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAx.B FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 71 +5A FIRST 2 COURS1/, NOTCH WEB AT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY—/ TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X,4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6'-0" D —I ff-11 I —I I ICI I I —I I fT D D I I I-1 I f—I I I 1-1 1 GRADE t" p. D I I l l- e CAM D . CV � • D D (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN I I 2X2 #2 P.T. MIN, FASTENED PER NOTE i 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) s� #5 REBAR (TYP,) �,♦ #5TD. 90° HOOK (TYP.) SCALE: N.T.S. ALUM DRIP EDGE 2x SUB FASCIA t— CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. 2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: CMU w/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W/ MIN. 1" EMBEDMENT @ 16" O.C.) WOOD w/ 0.148"x 3 1/4" @ 16" O.C. 3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (*) FOR ALUMINUM SOFFITS 71'-4" REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRED FOR VINYL SOFFITS > V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2x 0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. + + OC�NOTH (2) 10d NAILS @ 8" O.C. + + TO TRUSS TOP CHORD + + + + PLYWOOD SHEATHING + + + BLOCKING AS TRUSS + REQUIRED TO + + + SUPPORT SOFFIT 2X4 SYP ► EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS CFF CNFFT nq amn 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 E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3.- x Z O a LL O LU U U_ U U) 3 @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. - w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT `d a: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • d ;'' • d OVERHAN d n' d. RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-0rr 51-011 INISH FLOQR e e > .. #5 BAR x CENTERED W/ g v ..' e . .' *0 • ' 9T d IN TOP b o a ' KNOCKOUT - e ° CHAIR BLOCK -' MONO FOOTING - a ee SIZE AND REINF. PER PLAN r °, AND SECTION DETAILS CLEAN FILL .e e n DIRT b z °, ° STANDARD o 90° HOOK N #5 BAR IN Z. FILLED CELL, s° �. ♦ i �• � s `''•Sk � � •, s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2 #5x6 IN CONC. FILLED CELL 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N CO _ n ® eW N 3 y °' 0) »- •y o �Q W 0 A ,,��xZa,'��.�pa3119Itf�,",ire` 7�,* •= • C�` r^ j 4 ";'.• O °A `*.. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �_.. W E M U � N � o U 62 0 �' S a �M a� V/i 4 C J W � I r J 3 W a _ is c rn z t mo_ 0 �y h w _ W 3 (C O 4, W ��6jO' m w q o ;n N O U < 0 Z y W ❑ ❑ Nc�J o g Z iz N a) z o I Q E3 (D (/) �C1 O o � u- ti w 0 u., o V) wa (n F— U = lLJ J U ) N -® N ALA ti 0 J w M M J � Z 2 C E zo oo Zo aR E O w~ a I— t0 go w �o ME E �< do o< Z UD ro C a S_ i= �< � U mAll o" Z m ay J �� .2 0� 1z <. o��o �oil� T 2�a w LL Z (� W Im m o aQ ;O Ch V w OI¢ p — (J N O J > Ln O Nt N m M 0 (o 'r^ /'1 �--- Q �o M °' O O (.0 o T Q r LO °) M w cM T LO o Z (n E T c a E .o i 0 a o � 30B NO : 23-06119 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) 1 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. pB 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. � � CHORD AT ALL HAND FRAMED AREAS TYP. A —/—WOOD TRUSS — A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" X-- (2) #5's CONT. T&B w/ 00, 4„ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN __j� SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2, ►- z co • � Q - t � PORCH SLAB SEE - � J � N FOUNDATION PLAN w t% 2 z (2) #5's CONT. T&B w w/ #3 STIRRUPS AT _ z_ 4'-0" WHEN DEPTH '- EXCEEDS 30" LOWER OR GARAGE SLAB AL 1'4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS HIP G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q w w w w U) SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE �� PLAN ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE IF 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 I 1 1 REQUIRED INFO 1 MASONRY KNEE WALL MAX 3 = i COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH 1 REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 MAX 3 SOLID. SEE ELEV. 1 1 1 rT- -- - ------- 1 1 11 1 1 1 1 1 1 1 1 1 1 COURSE FOR BASE SIZE (3) #5's EA. WAY I I ---x---- x--`- �- 1 8., SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN T& / - (2) #5 s CONT. B w �, CONTRACTOR TO INSTALL SEE CUT • SECTION FOR #3 STIRRUPS AT 4'-0.. '- MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SIMPSONLSTA18 w/ (12) 10d NAILS _ 7 1 SEE PLAN CENTERED AT SIMPSON HUC410 w/ (14) FOR CANT. SPLIT TO TIE i 16d INTO HEADER & (6) T I I BEAMS TOGETHER I 10d INTO BEAM - SEE I I I I I I ROOF PLAN FOR MORE I I INFO I I � - - r I SEE FLOOR PLAN FOR I I I — I I COLUMN SIZE & BASE 1 I I 7116" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE _ _ _ _ — — _ ( L-- I I 1---- INDICATED ON BM. &ADDITIONAL INFO. — ----- — ----- SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE INDION CATED OPTION A OPTION CONNECTION INFO B OPTION C SC EE/PLAN COMMON BM TO POST ATTACHMENT EXTERIOR SHEATHING A ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ xx (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22""), SCALE: N.T.S. SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF B4EAM I I SEE PLAN FOR CANT. IF INDICATED CORNER —SEE FOUNDATION PLAN FOR MORE INFO 5" X COMMON BM. ATTACHMENT SCALE: N.T.S. MIDDLE BM, SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 %2" CDX PLYWOOD OR %6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. `YSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP a 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR JZ" TITEN HD 2"?� ANCHOR @ 24 O.C. W/ SEE PLAN MAX. 4 MIN. 6" EMBEDMENT 24" STEPS SEE PLAN FOR OPT. K ° - --1 STAIR INFO. IF °< a CONCRETE STAIRS FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP SLAB 4 (2) #5's CONT. T&B m e w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH EXCEEDS 30" N z a GARAGE OR g LOWER SLAB SEE PLAN 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. s.r a "m; -o U_ o.. co 4� 1= C 0 C) q1. 4 O�- ° °°• ` i C� �Or To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o. �E N, 8 O N C, VCD C pg N NO� ik tJi am�Z L w co N O co ''v m LyU J FYI. 6 !O Cl)Z Q J N O U 6 O M N (7 o� N i J N M U �- L O g N w. c} o°n r� N N o M � M � w Q E u wz o� t— rah a E ® W f° o a 2 Qo �o g< z �W C <z U �o mo Z >z <z 8 z° z m �o k CD wY �a a dM., olwaq, O° ; �O .o _ ` > Lo J 6 cc cc c� (� (.0 r > 0 I1 LL. 0 m N — L0 M .Q CO CN J T N L0 r Q LO r E co ii Uf) o Z cc Z E T cn m c a 0 _j Q o JOB NO : 23-06119 SCALE: AS NOTED SHEET NO. D1 I (1) SIMPSON LSTA30 w/ (22) ' (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ 6 10d x 1 1/2" 10d NAILS BENT OVER TOP ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO I( SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d BLOCKING NAILS T/B FLANGE 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS to FLOOR + STUDS w/ 10d @ 2 - 2x SPF TOP PLATE () END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O.00N PLANE IF OPENING IS GREATER () ( ) 1 2x SILL PLATE W/ 2 12d TOENAILS. •; SURFACE A 2x4 #2 BLOCKING Q THAN 4 FEET BUT NOT OPENINGLARGER THAN 4 ft FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST 2x4 SIDE BRACE AT 48 O.C. PINATE SIMPSON S302w (6) SIIMPSSON S30 w-/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE 1 1/2" .. .. SEE PLAN .. .. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONTAw/:: "' x CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END OF INSTALLED AT EA. END : ; :917- CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ----------------------------------------------J --I G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPIC FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4"TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •°VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MS8„o WOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24 WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT BLOCKING DETAIL 2 GIRDER/COL. CONN.__@ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6/2x8 CRIPPLES @ 16" O.C. — (2) 2x8 OR (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED ;: ; SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" u, : 2 - 2 x 4 SPF C SIMPSON CS16 w/ MIN. 12" END O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d ]] NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 1'I NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O SIMPSON SP1 w/ (10) 10d NAILS THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN ___ ______ f 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER MIN 3 2x #2 SPF STUDS—`-�- () �° SILL P AIL . (1) 2x LATE W/ (2) 12dTOEN S SEE PLAN FOR COL. SIZE ;1-(2) i CONNECTION i I „ ,� SEE PLAN E 5/8 A.B. 24 O.C. AND 6 FROM O @ EXTERIOR HEADERS ; SIMPSON MST37 SEE STANDARD HEADER • °I �, EACH END W/ 7 EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR PLATE SEE PLAN AT STEP DOWN LOCATION, MIN 7" OPENING LARGER THAN 4 ft 2 2x O MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" _ BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B �� SIMPSON SP6 w/ 6 10d x �— ( ) PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B B C W/ (2) 12d TOENAILS T/B — (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. ,- 1 1/2 (USE SP8 FOR 2x8 (2) 2 x #2 H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 = SILL (MAX. OPENING WIDTH 4 FEET). I WALL 24" O.C. I ) @ SYP U.N.O. �I EWALL OR BEAM WALL AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER 1 JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES IN BE SPACED W/IN 6 FROM OPEN GS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE INTERIOR HEADER 2 x 4 #2 SPF STUDS B OG TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE - -- --- SIMPSON HTT4 w/ (18) -- -- --- AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER S PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. E F TYPiT 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE o'°.u' TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS " °. TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. O Q ATTACH STUDS w/ (3) 12d TOENAILS T&B ° • " SEE FOUNDATION PLAN PROVIDE 2 CRIPPLES BELOW L TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. @ 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. GIRDER @ % (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR op ° 2 WS 10d @ _ `--- (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS PLATHEAE W/ 2 12dTOENAILS. () () (1) 3" 0/C �c 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR SIOLRPL PLATE WS 2 12d TOENAILS. 2 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () () OPENING LARGER THAN 4 ft (2) 2x ° 4 •• 4 8 T TOP SPLICE iGjj� OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE • ° ALT. HEADER ANCHOR A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON GREATER 4 OPENING NAILED TO STUD ° 8 IS THAN FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS r;; W/ (2) 10d NAILS NAILED TO STUD PACK j' ' FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. ° = AGAINST 2x8 ol2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 10 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. eh cn ® T W -j '..' =gym cLA-C6. N C CA CV dd c O Q =dam® v '�, SEf �. C4 f OA FLOC ®•� 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 E o ;''f,- � N ✓71 0 o m 1 , N O N 7 W N r 4t ins' co#LL J C u- J �y W 0 4 o W o P. rn m W ` Z � N Z 4 J O W El El V M 1�2 z N M z og Q o Q J a_ E3 M N z c9 0 v a--� -� C) O -., g ws cn �N v _ E � z I f ^.. l � U c W Y o J w C-0 ¢ z a M E ECU zo >M Z, F— f0 Ro �o U a E �� ° < z ao <o �w ra C: ¢ o m o° J �w p c� F� �z Z O U T w� Z to W W ZED <Q � za = NO ~ 3 E2 > LO O a; c� (� 0Cr r CO (n 2 N m _ LO N (0 o LID T T LN T CU M u o Z Z :3 E T m c a U JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. D 2 - �, U7 - IF fl-� � I 1 -11 1 1 111 L.111, I I , ; . k 11-1 11 � I III �.1 : I � I 1 11 ]IF-- II FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-l" 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 nsseme eomNoowl 2 NAIL BRAND OR EQUAL WEATHER CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF- ADHERED FLASHING BUILDING PAPER RESISITIVE 2 BARRIER SEAL TOPS OF JOISTS 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 1 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) _ 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 pP Y pp Y 1 pp inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND 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 Fold barrier back head R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. weather resistive over flashing and seal with tape 2 20 D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing p p Y p Y Y p p p Y g (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED IN OWING im 1 FLASHING LF/ 1 Exception: Where the water barrier that is applied over wood -based has a water resistance EXTERIOR DOOR WSELF-ADHEITH HDDECKHSECTION A CEMT. FINISH SILL POTSHEING CHIMNEY SHOULDER -resistive sheathing 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 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturers instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING ° ° ° SELF -ADHERED FLASHING, �o (BEFORE FOLDING, SCORE ` RELEASE PAPER TO EXPOSE the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS Or greater for proper joint expansion and p p p 4) SEALANT JOINT WINDOW BUCKTO ° EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY WINDOW BUCK ° VERTICALLY FROM BOTTOM OF flashingIn exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashin s p Y g pp g 2) SEALANT JOINT THRESHOLD p ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z a `� WINDOW FRAME WINDOW BUCK AND SECTION -A (SEE DETAIL WP02) EXTEND AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall g WINDOW FRAME ATTACHED MASONRYZ,,----PERCODE SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 6) TOOLED SEALANT ENTs O shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING 2 following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING f 5 1.1 The fenestration manufacturer's installation and flashinginstructions or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details manufacturer's u n g n t g (D AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for DO NOT FLASH OVER BOTTOM NAILING 8 UNDER 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAILKING WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING ' / SELF -ADHERED FLASHING ' 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. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built -In gutters. JAMB, SILL AND HEAD DETAIL Lath Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APAPPROVED PROVEDHOU ETWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 _ Stucco SIN FLASHING FLA HI G D WATERPROOFING METHODS T USED. ° a a o 3/4"' CEMENT PLASTER v 12 MIL (min) DRYLOK EXTREME a ° APPROVED FLASHING TAPE DOUBLE 0 Q 2 a 4 a � ° 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST d ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Walla in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING � ° ASTMC926 in accordance with q SELF -ADHERED FLASHING a a a a ASTMC926 a Felt backed metal 2 _ ° °>: f,Y. lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 r.. with ASTMC1063 lathe in accordance FLASHING FLASHING Q 5 with ASTMC1063 ,� Building Paper Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED shea_02 �' Metal sheathing ' EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER � Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - - 11 I� Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH I II STRIP OF SAF LEGEND I I SELF ADHERED FLASHING (SAF) Maintain _ Stampede or similar Bottom of cauk bottom I- LU DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Wee Screed y p joint one WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK W > I I I BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- -- II BOND BREAK WRB SELF FURRING (SF) LATH 1 1/2 t0 2 Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I I I PLASTER ACCESSORY 'OSB', Sheathing Installed As Per I: SF LATH SHEATHING, PLYWOOD, DENSGLASS Manufact. Specs. V-4" PER PLAN Z II Detail Instructions 1-0 PER PLAN ' I i WRAP DP WRB ONTO I I_ „ 1/2 Cementitious Refer to the number marked as # in each detail that corresponds to the p I SURFACE TO I SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list o instructions below: I I: I FLANGE AS AN AIR in accordance II BARRIER I I3-1/2" with ASTMC926 All All inside and 1. Install self -adhered flashing in order as shown by numbers SLAPE---- CMU INCH FLANGE over wood 2nd ®® ®° ° ` ®®®°• outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding I I I ®®°®®® need to be meter ®®°® laps 4"OR8"CMU Q °e -- --------------- -----------------� I� I F cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) t�1 z Z 1 I STRUCTURAL FRAMING °°®•®°° ®®L butt'oints need to ®®,® ®,®'. � 4. Split the release paper using the ripcord (Split release on demand, -,-- a FILL WITH GROUT I-1 g I: " %% • ®•®®®® •®® becaulked using ° embedded in the adhesive layer) - for ease of installation and to a ° ° �� �� STRUCTURAL Stampede or sim. minimize scoring cuts g a ° a W LU d 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 a ° a� _ �-- - - - - - - - - - Do NOT SEAL. _-- CONTINUOUS BACKER ---- - i � DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° ° U ROD & SEALANT DRIP SCREED PLASTIC Minimum SLOPED MUD BED ° w = ACCESSORY II I BOND BREAK WRB 6. Fold as shown by arrows'- 7. Angle of corner may vary, adjust folding of the flashing accordingly to 8 a ° I�j Q Cn � I ;; SF LATH fit tight to VINYL SHOWER PAN 1 1 a 0 A corner -1 a ° Note: 8. Mechanically fasten as necessary r °4 --------- ------- - ---- j The building paper and metal lath must be SLOPE ° - ° (_ I Cement installed over the top of the weep screed. PLASTER STOP+-_ ______J� Plaster a US BACKER ROD CONTINUOUS block a 4 a & SEALANTA 1 st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER , SCALE: NOT TO SCALE N 6®03 !V Y �v•545 d i > C cc ,W _fl. o M CV 0 CV Lr) Lc> 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 Flor da 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. v EE N # 0 x r N LL a;M� LL w m Ii ILa- Z W - 6 0. Y -a '@ (O o CJ (n � 0) m yW ZN Lo m Z Q J OU 0❑ M �2 N j o o� <C v E3 U) M 0 'L i-, crs ° J O LU g U) wa r �E VI`°. d 4 i o vo 0 N m All® w M o z Z Q U_ C E ca_® zo - >m z® gU0 o E CO ao g< az w= wz =ro C� a <=m z a ro <o m aE �� XFD O ch XO a = 'S U J �C:) > Lo 0 d' N rn cc c� (� ( r Q M o m L1 i 0 co N Cfl .� I\ CD Ln r Q T 7 M Lr) o Z cc z E T- N N Co a E U _J -0 p c JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauge� 4-1/2'x 4-1,'2'x 2-12' IT- 8ack Cross Support See Anchor Schedule (May be cut to Iiii Right Bracket (16 Gia uge) Dolts 112" Dia. A32S Ga Iv. I Tyi),) 0 Screw% A/C Unit Bottom Edge HurriCaneStrap Wagher; (TVVica 1: 3 i n f ro nt) Front Cross Support Self -Locking Nuts (May be cut to W) Leti bradillet (16 Gauge) P145elf-DrIlIng StreWSThru Bwket.�& Back Cross Support Into AIC Unit Bottom Side (Typic* 3 Loch side for, hurricane Lira) N-fiL unAL1114-ol ­--sol - rt-I&II t,clt -It lAsui-c alur 11- Raiated5ecal Dranking-Mplifal-pon atealiduaid r. arin Applyl Florida Depiartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P�v i of 1 12?1 N2021 Code EntItV or Dal. Date Dario pondino Me TID0 Version MarrufaCniurs, contact Enaln.ar& I.I.anis. Valiclated ft Validated Submitted W Apprayal Approve atatua Affintradl.li 2020 Sin rt Vant Products Ind Mi.h.al G.h.. Her- F. Ncror. P.E. Locke B-d.n P.E. 1VIM020 i2/16GO20 1V2812020 Appnoved Cdat:goryc St-nuisl Comigwerts (677) 441-8366 PE-73776 (334) 300-11300 Subcategory: Products Introduced as a Result of InfoQsmanventown New Technology C..Pl "'ce Metho*. Evaluation Report to. d Florida Registered Archit"T ora Licensed Florida Prof_ional Engirreer FL4822-ItIlProdud Quality Assam.. Approved for Use Aicpro�.d for Us. thrupecd o.skir, a-- I'Llb-IM W ___it PruOuct D-hation contract Exotration Data in HrVHZ Q,hhda� Resistant pres... ; I in."Verd de:11114 Ino Dual Fundlen Floof ,d Vroilabon %isnt 12131=3 Yes Yes N;A -1001100 2 sm.,V_,..1. *11,10-11, Due Fund- Fl-d And Ventilation Vert 1213IJ202S yea Yes MIA 1 W 100 3 sh.11.1d VcdA 1 #1540 520 Insulated Flood Vent 1213112023 Yes Yea MIA lW/ 100 4 $ aftVent Mcdle[Aln,10-n2l Insulated Flood Vent 12(3112M yes �.s NfA 5 S artVentMcdAJ#1o40.524 16&quct; Gang, Door Flood Vant 12J311n023 yes MIA NIA 6 Snishvent Mode� #1540,570 WoodWall Insulated Flood Vent 1MV2023 Y a Yas MIA -10 �100 7 Sm.nuient Made #1 40-574 14,5Rouot: Garage Door Flood Vent IMIJ2023 Y�s Ye� N/A NYA Florida Dapanirtgrill of Business & Professional Regulation PAM, I at Building Codes and Standards 1114IM21 Product Approval Application Detail Cod. Enflity or Data Data Date Pending owe TV-- Version Meurnufacturar, C-1-1, Fraiduagir A, License Validated By Valilshid Suounithid FBC A,,r," A,proi status fu.,lawa 2020 D-el Matas. Inc. Jeson Shurrate Zachary R. Pit -I L.,Kc 13-dcri RE 09(10/2020 08,0917020 08120(2020 1 01IM020 Appr-d Category; Roofing (5oz, 303-1511 PE-74021 034) a(10-11100 Subcategory: Metal Rooting Joh-taigd-mat.00m Compliance Method: Evakafi.0 Reptut from a ,lorde Registered Archloot ., a U-sed Florida Prati-f-I engineer FL#1?air9!S5 Frablujots Orlty=wce Aporoved for Use Approved for Use Impact Design sea 0 =�0411_110ni Cur 11, Product Desorlplah cold a soll Date In HVHZ outside "vHZ Resistant Pressure �.olirg Syst- UMC 1 GONS. DMC 150-55, DMC 17FS, DMC 2008. 12�31(2025 Yes No NtA tol 180 ONC nV Florida Departme of Busne 's & Professional Regulation nt s Building Codes and Standards Product Approval Application Detail Page 2 o`4 �R(2023 'R, 5 Code lartily Dat. clade Date Nilding Data Tgo. V-1nit M.D.f.dunir ca"N"t lartian- & Lee.s. VAH&W la, Validate Suldrutt.of FBC Approval Apubm-d Status Revi�lcn 2020 Th-a-lir, Corporation Steve Jaspers. Lyhd.n F_ Shmidt. P,E. Ryan J. Kati, P E. 0411512021 1MV2020 04=021 D"ai2o2l Appr-d Cate"I" Exterior Doors (800)1843-7628 FE-43409 Cal 3u 761-6555 .Calagtnry: SWouging Exterior Door Aascrubtes oJaspersonutilthermstru.c Compliant' Method: Evaluation Repor: from a on Florida Registered AnAlltect w . U..ns.d Florida Pi-clessional Engineer FL#20,168�11?5 Prod-t, 0,41w Asa-- Approved to, Use Ao-ad for Us, li D.A., Sea 0 �7h'� V�,Clgllluaii w 1,,, landucl 13-datio, Cdrial�L in HVRZ Outside HVIJ Resistant Pre- 1 " 'ib-Classic and Smodth-Ser NerrinaIC3039:88cuotimpact8quidno que 2MnQate No Y.. Y.. N(A C-p-toe Edge Fberg.. Single Door (Inswing(Outswing: X corriguration) 2 p 71ne-Tru Fib-Gla-1. and Snn.wlh-Sl�r Noinl-I 8M5Sn3 &q,,t:ICrpa�t&qu"; Opaque 12�lfZ028 No Y­ Yes NIA C-pmite Edge Fiberglass Single D_ !"ith Side lite(s) (In sW in g[CAAsWrC;: XO, Ox or OXO conlig-tion.) 3 C, Then--7u I'llb-Clasoic and Smocch-Star Moni 0039: B &qU Or Impact? quot: Doe quo 1213112026 No Y" Y" WA Composite Edge Fiberglass Double Doorwith or 'rithout Sidelites (Insym9scut-ing: XX or OXxG Configurations) 4 d- 71ho-Tru Fibor-Classic and Smooth-Slar Nominal 6&#39:0 &quotJmpEct&quoIU Opaque iMV2026 No Yea N/A compos CA Edge Rborglss Sirgl� Do., It -figurst-) 5 -the-I'm Pilber-Clasve and Smooffi-Slar Nominal 8&#39;0 9quco]1mpecC&quL Opaque i231n(126 M. yes Yea MIA Composite Edge Rborglase8hole D.o,.i,h SWxIIfiCxo)flra.Irg,OusWIrg:XO OX.rOXO -figuration.) 6 f Thorma-lini F"r-aarsic and Salown-Star N ral 8&939:0 aq-timpacaquot Opaque 12)3l/2M No Y's Yee MIA C:p.si Edge Fiberglass Double D­,m or ,Ath o�t Sid.lites (1-inWOt�Mng; XX or 0"0 configurations) 7 g. 7hentra-Tru Fider-Cl-su, and Stincoh-Sts, N ont".1 6&#39:8 &oPd;1mPAxI Glazed imlf2026 No ��s Yax MIA Comp-Ite Edge Rbel-gLeas Single Door 0­.qrg1O`Ax1VIW X torliguration) a h. Tn­-Tru Flha�Cllslic and Smobi Nominal 6&#39;8 &q"ot:lmpact&quct Glazed 12KII/2026 M. yas Y. MIA Composite Edge Fiberglass Single Door wfth Sidelite(S) CInswngxOUsWig� XO, OX or OXC oarfigur.tich.) 9 1 Therm.-Tru Fiber-Classc and NgmInRl 69#3�1:8 ratted 1213112026 No Yes yea NfA Ccrrnpl�lll Edge Fiberglass Double D-voth or "'IthoutSidelita, (I,sWI,g/C).t,,xrng; XX ., OXXO configurations) 10 1 Thenno-Trut Hber-U-st, and 5-th-Sar Nominal 84#2@:0 &q.dJmp.CJ&buw Gl, .. d 1�IM26 No Yes yes NIA Composite Edge Fiberglass Single Door Orgeingloul"Ing: X 11 k, Therma-TrU Fiber-Ciassio and Smooth-Otar Nori 8&#3S;O &q.ctJmdabt&qua GJ.Zd IM112026 No Yes Yos MIA Composite Edge I'llbergims8ingle Doorwith S1daIItCCx0 drawringlOulesing, X0, OK or OX0 configurations) 12 1. Therne-Tr. Ftlet-Dac,lo and Znr.ohi-Sta, N-Inial 88#39,-0 &quoC;Impsou&,qu0t Glazed 120V202CI N. Yes yes NPA Compost A Edge Faerglass Double Doorvath or Without staples (Ing.vinglOutsXing: XX or OXXO cotirgurat ons) 13 m. 7h,nine-Tru Fitler-Claesic and Smooth-SI,r N-1-1 6&#39�5 &qaot;In�-xI&quoI, Glaead! Q/31n(326 N. yen ye. 144A Molded Open Comporefte Edge Fflporglatss� Sh gle Door I IneWing�Out-ing: X configuration) 14 r. Therma-Tru Fftbai,CI­i, and Smooth-3ar N-Ina (5-�#32;4 GI-ed 12131/202C No Y. yes NVA Molded Op- Compost, Edge Rborgle. Single Door �Iflh GI.-d M.Id�d Open SIdi (in"Ingloutswing; XO, Ox or OXO configurations) 15 a- Therma-lu Filler -Classic and Soncotb-Ster Nominal 6&#39:8 &quotAmlpCcI&quot, Glazed JM112026 No yes Y. MIA Molded Open C.unp-1. Edge Fib.rglai.. Double 0--,th ­Mth.ut 01-d Molded Open Sid.11t., (Inswing(OUtswing: XX or =0 configuraflori 16 p. Tha-CF7. Flia-Cl-in And SnrcoIh-SWr Nominal 69039:8 &q,olJrnpad&qut'OpaJU. 12131�026 M. Yes ye, N/A Conso-sits Ed' , Filb,igoss Single Coor Win M.1d.d Open Sidsixt(s) insWirgAOutsucts: XO, OX ., OXO owfigiinati-) 17 q. Tha-Tru I'llber-Classio and smobtb-Ster Nominal 6&#39:8 Opaque 12t3l/2026 No ye,, Y.s MIA Cmli Edge Fibi,rglass DouNe Docry4th or Without Gi-ad Modell Open Sidelites (titsWinglOutswing; XX or OXXO oxonfigurations) Florida otspartment of Business & Professional Regulation page 1 a I Building Codes and Standards V5f2021 Product Approval Application Detail Code Entifty or Date Data Date pending Data T"'. Version mamilactur" Contact Enos-, & "d-, VAIWANO B, )(4ddad spititinitted FRC App,,.l A,,,,-d status RAA�I.n Z020 POT Industries Jons It ­,,*10 Mlani-Dde BCCO - CER Misnui-Dad. BOCO - VAL iirfar2020 1 0x2612020 Ila412020 Approvad cat.g.,y! Exton Do- �941) 486-MOO (786) 315-2590 Subcategory: Slidii erlor Door A-mblies Cornplia- Mtha& C.,tiftellan 10�11, or Liefing FLIC251-H33 Fil.cluds Awair-d I., Us. Arproved fw Use I.c.t D-i- S.q 0 air of Mean P'.d.xd C In HVI4Z Outside HVHZ Resistant I-- s_,d,,,tM99_1.Namb 9 Go a z9e Missile Impad) Vinyl SlIorng Go- Door "i 412G21 Y. Y.. Y. N/A March 6, 2023 MR`% 30 U LC` T A P F` 'FRUO" V A L 50' " P E C I F I C A T I O'N'SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying fbr a Category/Subcategory Manufacturer P rodu ct De scril pti on Approval Number(s) Test Pressures Expl. Date 1. EXTERIOR DOORS ITherm IFiber-Classic IFL20461.1 A. SWINGING aTru and Smooth -Star (NON -IMPACT) +67,0/�67.0 psf 12131/2026 Therim aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 557,00 NOA 21-0205�03 +38.7/-38.7 psf 4/14/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248. 10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248. 11 + 34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1 537� 1 N/A (see inst sht) 12/31/2025 2. WI NDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499r2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7130/2025 Pella Corporation Series 10/20 FL11206 +35..0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7115/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125/2031 D. MULLION MI Windows and Doors Series 5764 FL15353,2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192A - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/3112023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544R5 +54.21-54.2 psf 7/30/2023 C, OTHER 4. ROOFING PRODUCTS k AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124.1 N(A 12/16/2025 B. UNDERLAYMENTS Tamko (Ibr Shingle Roof) 151b Felt Underlayment FL12328 NIA 6129/2023 Plyglass USA, Inc. (for Tile Roo� POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL215803 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 - FL7849.28 111 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 15OSS, 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 FL15076A - FL1 5076,2 I`WA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Stmng-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197� 1 - F L2197,5 Nil 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. Hich Strenath Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NVA 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite, 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Q) C_ Florida Department of Business& Professional Regulatibirt Age 1 of 3 -Cu Building Codes and Standards 1;25M22 > Product Approval Application Detail P 2-1--f-6 CL 0 (D 0- 0 code Entity a Date Data Date PendIrro TVII)e Versio Manufacture Owithic Engineer & License Validated Validated Submitted FEc AVOMIWD, C6 -0 Re,ision 2020 Therma-Tru Corporation Sterve Jasperson Lyindo, F. Schmidt RE Ryan J. King, P.E_ 07r2312020 37?12J2020 07129/202f=a 1011306 p- (3) (3) ca (800) 843-7628 PE-43AG9 (813) 767-6555 -1.., =! sutagody: Exteric, Door -= hCategoty. Swriging Experior Door assemblies sJ.spw-r@the­.t­.d W co Compliance Method: E-valuabon Report from a din ;Ie 0 Florida Registered Archtect or a Licamsed Florida CI Professional Engineer C2. C_ 2 F=470-R3 Produ CL Cc " 'C. cel :.4 0 QuallivAsswarcle Appro,eadf-Ust, Awn-editerUse Sea 9 �jrwlitcli At NumberwN,ri Product Description GontanatExpiration D& in HVHZ outside HVHZ 0 LL. o T___Tj� 4 1 K_ " I-= I (-_ - - I Iner_ ru , b-Caussi. and 8-th-Ster Nominal (3&#3S,,8 6qu,,tJmpXud&qpct. Opaque 1 n1 12022 yes Yes 'Wes M 0 t,- co MS C=4 Composhe Edge Roergl­ Single Dow V3` 0 > It w.g/Out-ing; X config-li-) -Cc 2 b. Therni riber-Clagsio and Smooth -Star Nominal 6&93G:8 &qUotImpac:t&quct. Opaque 12)3112022 Ye. Yes Yes Nf*� E 2 Composite Edge Fiberglass Single Doorwith aidelites) (In-4ng�0ummrig XO, OX or 0XO .wrflo hors) Ln 3 c Thorma-Tru Fliber-ClassIc and Smooth -Star Nominal 69#39,6 aquot;Impabi Opaque 1213112= Yes Yes Yes NIV Cc. posite Edge Fiberglass Double Door with or as N e. N Wthoutsicialite. (In-ing;Outming; XXw OXXO -�6 .wifigmabons) :2 4 d. Therma-Tru FlIbenClassic and Smooth -Star Nwrilral 8&#39;0 aquotimpact3quot Opaque 12J31M22 Yes yes Yes /A - Composite Edge Fiberglass Single Dow CP cc �l nswinglOut-tirg; X odnfigunstion� CIZ = es 5 A. lrhe,­Tr� FilrenDs-i. and Smooth-Sta, �N�nrrinzl 8&939,0 &q.ck;Irnpsei Opeaq.. 12J31M22 Yes Y.. Y_ NIA U) mp.sh. Edge Filbeigl­ Single Dowwith Sidelioe(s) OrsvvirglOutswng� XO, OX or OXI) configurations) 5 f. Th.mi Flib-Cl.... and Sndooth-St.r Nominal 8&959;0 &qUcA,,rCp2ct&quot Opaqu,a 12f3lf2022 ye. Y­ Yes NfA Compost. Edge Fiberglass Double, D=wth or �-vithwt Sidelitesi (In-ing/OutSvoing, X( or C)O(O do.fig.raii-i 7 g Thertma-Tru lolloer,�Iasslc and Smidath-Star Nominal 6&#39;8 &qUsxtlmp2ct&quo1; Glazed 12J31/2022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door (InswrigfOutswing; X configuration) 8 In Therma-Tru Fiber_GI�5io and Smooth -Star Nominal 6&#39;8 8qUot:Irhpact&quoq; Glazed IWV2022 Yos Yes Y.s NIA Co,miposile Edgo Fiberglass Single DowAth Sidelit" (a) OtrswunglOutmonp; XO, OX or OXO cori ... ) 9 1. Therma-Tru Filder-Classicand Smooth -Star Nominal 6&#$9,6 &quot;lmpact&quot: Gladed 12J3112022 yes Yet, yes NIA COmposlte Edge Foerglass Double Door vAm or without SIdelifes (1-Mg/Outwimg XX or OXXO configurations) 10 J. 7herma-Tru Fliber-Classe and Smooth -Star Nominal 6&45g0 8Lquot;Innpact&quo1 Glazed J2JS1t2022 ye. Y.. Yes NIA Composite Edge Fiberglass Single Door (I nswirg'Ouh-rno; X -figundion) 11 R. Therma-Tru I'llaar-Classic and Siminoth.Ster Nomintil 8&439, D &qUdCImp.dt&quot Glazed 1W1/2022 Yes ye. Yes N[A Composite Edge Fiberglass Single Door �,Atlh 3idalka(s) (Inswng�Outsedrg: XO, OXw OXO configurations) 12 1, TherYin.-Tru Fib-ClsissiQ M Smowth-Stsur Nominal 640SO aq-t.l.paci Qlazenl 1 ?J3112M Y.s Y­ Y.5 Ni Composite Edge Fiberglass Double Dow with or vAthout Sidelites (Insyring/Outsming. )O(or 0XK0 configurations) 13 m. ThermaJru Fiber -Classic and Smooth-Sbar Nominal 6&939 8 8q-t;I.bact&qLdt Opaque 12r3l/2022 Yes Yes Yes NIA Ocimposle Edge I'llbagi... Single Do -with &quat;Nbn-lmp"cb&qUw; Sid.irt.(.) (I,swrlg/0di"d`g; XO, OX or OXQ configurations) 14 in Thontri I'llb-Cl-le and Sm-th-Sta, Nominal 6&439' 8 &qU&;1maad&quot Opaque 12t3l/2022 Y­ yes yes NfA compal Edgia Fiberglass Double Dcow with 8.qUw;Non-Impadt&quot� Sdelites ilinswinglOut-g; DXXO cwfiguratiwr� 15 o, 11-1--mia-Tru Fiber-Olassic and Smooth -Sty Nominal 8&#39;0 &quotimpactil,quot Opaque 1213112022 ye� Y_ Yea NIA Composite Edge Fiberglass Single Door wilt &quw;Non-ImpaCA8.quot: Sidalite(e) (inewingfOutswing;X0 OXwOXOcxmfigu,abdr.) 18 p. Therma.Tru Fliber.Closs[o and Smoolh-Star Nominal 8&#39;.D &qUQtJmPxwt&qudt; Opaque IV31J2022 Y.. Y.. Yes NfA composite Edge Fiberglass Double Door with &cluot;NCon-Impact&auw; Sideltee. (InssNingfOut-Ang; OXXO Q02'""i0m) 17 qi� The,..-T,Q Fi loar-Cl-o and S-m-9ta, Nwrin.18&#39; 8 &quicit Non-Impact&cluot. Opaque 12P31J2022 Yes Y.. No NIA Cdmp..l Edge Fiberglass Single Door 1, r (InswinglOunswingi; X configuration) 18 r, Therma-Tru Fiber -Classic And Smooth -Star Mammal &c..0-Impsici Opaquis 1213lr2C22 Yr. Yet, No MIA Composite Edge Fibegase Single Dowwth Sidel "(.) (InswrigtO.Swri KO, OX or OXO owfigu"ho-) 19 a. Thw.A-Tnj Fiber-Clsassio and Smoclin-Ste, Nominal 6&#$9;59qUotNCm-Im;pac*uot Opaque I M1 12022 yes Yes No NIA Composite Edge Fiberglass D-bl. Dow with or ,inthoutSIdaftes (linswInglOutwifing; XXor OXXO confl -fl.n.) 20 t Therma-TrUl Fiber -Classic and Smocth-Star Nom 9, in I8&#39:0aqUotNw-m­paxt&quot. Opaque 12J3112022 Yes Yes No NIA Conti Edge Fiberglass Single D-r ii, is'Artalout."i'g; X -figUntion) 21 u. Therma-Tru Filter-Classio and Smooth -Star Nominal 8&#39:0 &quotNw-1 mpact&quot Opaque 12/31/2022 Yes Yes No NIA C, tri Edge Fildergi- Single Doorwith S delite(s) (IruwArglOutstaug: XO, OX or 0XO tonflau ions, 22 u- Th.-Jr. Fib-Cl-id,nd 8-th-Str Nwnuna�181&439;0 &qu.t;N­Irrp.id&q.xA; Odes- 112)31t2022 Yes yes No N/A Composite Edge Fiberglass Double Door win or without Sidislites �Irnswingfl)utswing; )OK or OXX0 configurations) 23 w, Th.rrn.-Trw Filb.,-Cl.s.ic end S...th-Stw Nominal a&039;6 kpuCrt;NQn-JmpaQAquQt; Glazed JV$112022 Yes Yes No WA Composite Edge Fiberglass Single Door (InswrigiOutswirg; X Configuration) 24 x. Therml Fiber-Classio And Smooth -$tar Nwrrinnd 3&(*39;8 &ww;Ncsr-Impto1&quw; Glazed 1213l[2022 Yes ye� No NiA Composite Edge Fiberglass Single Door with S, del Ite(s) (I nswi N�Outaw[ ng; XO. OX or OXO configurations) 25 y- Therma -Tru F iber-Cl assl c an d Sirdboth-Ste r N Comi na 18&439;8 8q u at, Non- Impe ct&qu at GI az ad lMl/2022 Yee, Y.s N. NiA Co mposite Edge Fit therglass Do uble Door wi th or oith-1: Sid.11tisIs (I-IrglOttoewfnir XX ., OXXO configunati.n.) 26 c- Th.mos-Tru Filoe,�Glotaslo.nd Smooth-Ster Nominal 8U39 ;0 &quotNwn_Impact&quot; Glazed 12131/2C122 Yea. Y. N. NfA Composite Edge Fiberglass Single Dwr (InswilglOutswng. X owifiguredion) 27 Themra-Tn, Fiber-C31-i. and Smicloth-St., Nominal 8&#39:0 8qu.tN­-Impd8q­t; Glazed 1213112022 Yes yes No NIA CC, orimp-Ite Edge Fibiarglasis Sirigil. Do., wr h Sid.lha(s) linswilgiOutswing; XO, 0)(or OXO configuration a) 26 A. Therma-Tiu Foer-Clawlic and Smoott-Star Nominal 8&939rO &quat:Non-Impacd6wCd; Glared 1213112022 Yes Yes No NIA Ccump-lbe Edge Fiberglass Double Door Wth or without Sid elites (InswmgJ`0Urt5wing;)0(or OXXC) -figuration code T­ V-1- Mauldi.clunor R.,A - 2020 MI WIDdows and D an category: Eldery Dcon; Subcategory: Sliding Exterior Doer Assernoli s O.Cripli-ince Method: E�Iuaflcn Report irm a Florida R�sgl tarsal Alchit.at or . U-sed Florida 'mr-lonal Engineer PLA1153S2.1til P-duelli, `5-a 0 1 Number or Name 1 s= !o tl"U M INU M SGD 2 SERIES 420 ALUMINUM SGD 3 SERIES 420ALUMINUM SGD REINFORCED 4 SERIES 420ALUMINUM SW RFJNFORCED 5 SERIES 42DALUMINUM SGO REINFORCED r1rod.41 Dissaritill. SERIES 420 ALUMINUM SGCD C)X0 1 45 'i4&quotx808gupt; NON -REINFORCED SERIES 420ALUMINUMSGO OX. XO�)�K 96A,qu"a"qu" NO I -REINFORCED SERIES 42CALUMINUMSGO REINFORCED OXO 145. 46&qu&; SERIES 420ALUMINUMSGr) REINFORCED CX XO XX9W"`tXS6&quPt: SERIES 420ALUMINI)MOOD REINFORCED KKK 1438"..t:x 96&a.d, page 1 2 I Sl2021 Date Data Dede Pending Me alad Bg Validated Suflarrutlac! F9C Abawa-I A,,,a,d Status it M, Ukh, PE 10nil'2020 IoMflf2020 10AW21320 IDI"020 Approveirl 317�8454 Quality AssuranCia Aippioyadfoi Appirwtad for Us. Impact Design C.htr..l Ex.1raffoll Date lu HVHZ Oulsid. HVHZ Resistant Pressure IM112024 No Yes No N/A 1 �3112(124 Me Yes No r9A IM112024 No yes No NfA I ?nl/2024 N o Y" No NYA 12/3112024 No Yea No N/A Florlds Department of Business & Professional Regulation Building Codes and Standards Producil Approval Application Detail Pogo I or 2 IMIM21 c.d. Entire or Date we Data panorn 111A. T". Version Manufacturer carries Enalreer & License Validated IIIE Valklatelt Subml"d FBC Ach-al Apwo,,nd 2na Re,Asiw 2D20 W.yts_D.tton, e dAsion dl`Ovwha�d Door 13-yrt. KomINI, John E, Scalps Jeffiney P. Amaeon. PE 10112M20 09Q9/2020 1012M020 12/1512020 Approved corporad. (3�D) 763-�121 PE-51737 (904) 821-5200 r.hocur. E�terlw Dcon, dcornshawayne-dalton c Subcategory! S.Chon.1 G.ted., D wA.-toi.s wl compliance Araffinc: Ewfueflor, Report from , Fiords Reg [stated Arch ed or a Licensed Fanda P rassional Engineer F Ura a-RZO Fr,4.ots Quaid, A -ram, Apyr ... d for Usm Adwa-d fu Use im.?d Dontion IiInCill, 11 Nanaes Set! P, 11=�I. Product Description Cwllrq��Ira2tLM_ D&A In HVHZ Outside HVH Resistant Pro -re 3 105 9&A'S.10-ift 14&#39:MBxhe1ghLGIazJrg 3 No Y's ye� 131A)W-35,00 ay.flailti. in top or intermediate section. 10 800CA51 DQ16200 #1123 J6a#3$; MAX 4ilth. 14MD: Max height. 01,song 4213lr2023 No Y.. Yes ay.11a�lo I, to, 0, Inknodiate section 11 60W�810D/Ct21u) #1124 16&439� Max Width, 149#39: Max height. Gla2ing 12J3112D23 No Y. Yes -34,401-38,30 avirialde In top or to-diato section. Florida [Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pago I at 1 &2021 5__ A akln Code entillrot: Palo DWA 10414 Panetta Dat. A V­Iwn Manufacture Cwtatit Enninisair a U.-A Valittaled IW Validated Submitted F30 Artiono-i Aporovexi Status RA,A,mn 2020 CuffldS DiVistort OfAADG. Inc. tay P r Tom Rat UL LLC Troy Bishop. 12AU12020 12A V2020 12U1=20 Appr-1 CawgOry; EXerl Doon (1341 ) 494-2813 i954) S47-0880 SuiliCal"Ory: EXtimor Door Components compliance method: caudicat1w, Mail, crumto m F L#1 1637-RO Products Appro"Cilgal us. Approval for Q.o Impact Design a-# Pr.dQt Model. Nuni A, Name Produtt Dii-hoticurt I� HVHZ Outside HVHZ Resistant Finss-M 1 607. 707, 727. 747, 757. 777. and 547 Single and Pairs of Flu sh, Glazed, and Lo-.,.d singi. And pairs of 17J3lna25 Ye, Y�s Yes MIA Docre hcllw metal dows- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FAC). 1 oF2 Code antIN U. Date calt. Pending Data ZX2ft Varsipan r.niggi Enaineer & Lloarise Validated Ela, Validat'd submitted FBC A,,,,,l Awin-ad atat- RcAA[.n ZD20 MI VVIndows and Doon start $11inger American Amilitectural Stvon M Union, PE ll)l7J2D20 11 A 7M20 1112712020 Aplprc�edl category: Windows (71 T) 365-3300 Mwuf.CA.r.s A-blatidn (71 ?) 317-a454 Subcategory: Single Hung Compliance Method: C,niloChic, Mad, a Liating Quality Assurance Appir-d far Us, Apon-gol far Use Inupeed D"hat $009 Prodi Model. Number or Narnie product DOSerlDtIon Contratt Expiration Delp In HVHZ Quitsilde, HVH Resistant pro"urit 2 185 SH 52X72 FinFlariger Frame IGISG Single Hung I W0812023 No Yes No 60�60 Us mhated Glass C_ U) CIO > 0 < 0 0 U) CC co -0 0- 0 Cc W < __J CL SHEET NO. PA 1.0. _____rT-___TT_F_f T _T1 I I I � \ E Q) (1) 02 __ -.- c- 1 C%A ill #I W -M a) .+.- Florida Department of Business & Professional Regulation page 6 of 9 Florida Department of Business & Professional Regulation page I of I Florida Department of Business & Professional Regulation Pao I all Florida Department of Business & Professional Regulation C%& ' 0 -0 > Building Codes and Standards 1,25,2022 Building Codes and Standards 1&2021 Building Codes and Standards I FJ2021 Building Codes and Standards 151'X21 ir&2 21 = =3 -"-' C" 2 2 _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail = --- CZ11i . _ . _. 1 . (D C:)- 0 0 0 L_ a) - �'­ , I '­'� Z�'­­�L�'­"­,_ A �' _'L" , �' - 7 " 11 , r , I N ,,, �' " Wid, I'll, '� '� - "H�1' �"�_`i'H.' ',­'M �11 ',""'', 2 , �' "" rrr �­­­.' I- ­1 cm��-&';' "i"',W"",�`4,3'�', �S",­"' ,�,,V'�Z""ot��"s�""" gW �'1,r'-',L'0,"­, - , '�� W�.� , - .�,� ,V - m,"'ww"a"'i'� g��';?'g-­- I '�ff , 11 '� , -,�7,��,7-'F,'��,,,,�,�",�,7-�, , K�'' --- "- - --.P- -g '_ - ,,, , � ',�' - 1-11-, , "'' %irol"'I'll 4-0004"'O"', 4A NV 0 �c�,4�6,��,,�4",�,,�;,�,��'�,,�'ll-��,�,,� �'�"L "A�___' i, 1'100_11304"i:"� -'apm ,l-,ti7,�-�v�i��.,",�,���,*�,',,,,',2�-�--'��, � Z�5�_ , - A M - I 5'�m - Vlrr`�'�'�i"X" c" " N I �9,V111-6,­1 - , , I 1-1-­'� Code Entity 0 � Date Date . -, - _ Date Penblia - � l , � "" _ ,6 , , K' , '­ '�' �, � � "� 1, ­ � " � , - �, , =1"'�Ar� N"O"p § ------14"����'�.-'��-�l'�l-r%�-I 4 - ,,,, - "'r 0.11 I - '_­"�_ 1_5� ­'�� i �11R"��.""�'�'� � - , � - , R _, " V , " , ',, r 'Y� -&1%'1%& _R," I �'-.-:'2 � __%%��Rc� --���,��,,,-,���,�-,-,�-����.,,�,-"�,,�i ,""""NU"R, '' � - - _ - ____ WON- , u, , - , ` I "tiyl-ft �i_�-"""W"-N' �3,',�,,,,,-s:,,�--i�.�,�---v�,W,�,io;�.,Y,�w-�y-���q_-&-�A�-,t __. X'�'­�fn 0- 1*6-li�1--ll"".�,,",�i��,,�,� ,E' V I IM , -1 "I I = cia -0 0- Turner Version Manufacture Contract Enahleer& License Validated 8 Validated submitted FBC Approval Approved Stultv Code Einkit, - Lwa. .k-. Date Pimillm. Dats' Code T­ vanalm, Enthirgir Conrad Endimai Licums, Validated 8, Wit Date Date Pending Validated Sularrift,al FSC Arfidna"I care Amam'. slat., ��- T­ Version Manufacturer C."Itiach k - e 51". . - _lk� a) (35 R-W.n 2020 Thibm-e-Tir. Corporation Sts- Josperso, Lyndon F. Scerni# P. E. Ryan J. King. P. E, 1010712021 D911812021 10/1W2021 1211512021 Approved T"It" version Manufaciurgir PGT Industries contact nholneer 8 License Vallklarad By Validated submitted Fact APproYal deals R.­,inaki Ml.rhi-D.d. BCCO- CER Mr-l-Diiii, RCCO - VAL 11Wf2DN 1 M512021 Approved status 11111/2020 Appi-maid Wain.fiectu- R­ial.n 2020 Ml Windmi and Doors Brent Slifirither Amereen Arch Rectural Stevell M. Urich. PE 10101512020 1010612020 10119/2020 Appro,od Fi.,Aai.n 2020 kill Wrd-s and Doors W.ntSAfi,vsr Arred r- %-d 0) 0 -I.., U) . - Category: Et,t.,io, C,.- (BOO) 843-7628 PF-43409 (813) 767-6555 Affirmation 2020 Category: VAndows (941) 486-0100 (Trill) 315-2599 Category: Windows (T17) 365-3300 hilimulacturarria Asoddration (717) 317-5454 Category: Windows (T17) 38 -33M M­ " CID >4 Subcategory: 8runiiing F�barrrkcr Door Alka-blike tajaspersoun@thernmatruLtoo Subcategory: single Hung JrWwskiQp9hnduat0esc SubCategoW. Horizontal Slider bsitJhg.rPrmWd.... subcategory: Fixed baftlaiganpirmwil.corn 1I.A- Ill W -0 0 -0 Dompliancelitlefted: &*uathdriRehoortfiroma m cminpliahme fitinthoo: Cartificat" hua� or I-Enffig am Compliance tilhathri Cartfill Mark a Listing Compliance Method: Carlification Mark a- Listing C� - Florida Registered Architect are Licensed Florida C-A X-' = = 2 _a Professional Engineer FL*2M-R2P Prude FLW5351-RO Priad,hats . FL015349-R14 Products C= CID -2 a) FL#20461-117 Products Quality Assurance Appi-ditch-Li ApprovediferUse Impact Verifier Sea# Product Model, Number or Name C.Quailitnt A-rimid, Adormnacl for Us, Approvall for Usta Pohdapt Description ofirtiat Expiration Date In Willa Outside HVHZ Impinct Desion Realigant Pressure Ana F-dr.retritimigi. N-bare, Kama Quallry Assurance Aramcnied for Use Approrod for Use Product Ciesdaraliti, contact Firafratharr Data In HvHz Outside HVHZ lmwt Design Resistant Pro'... son 0 PrRduct Model. Number or N .- Product Deaddi cc on.11, A ..... ad a Anarroved for Us, ofirarl Expiration Date In 1111hiz Outside M 40 ifirmeitir Aa,Vt S4 We _ErelliMn, Cp 0 ED_ = -2 = 0 LL 3: S_x Product Model, Number or Name Product Description Contract Expiration Date in HVHrZ Ourtaide HVHZ Resistant Pressure 2 SH550a (Large MI-4, Imp,d) Vinyl Single HiLng Wimri- 0713012025 I- ye. yen NIA I HS 1U Fin and rising. Foeim. 7302 lr.ul.t,d Gitis, 02/1M024 No Y. No -55/-55 1 16 PW 5 73.721maul.dedGle., 04103nO23 No Y. No 2�� �� . = - (__ M 1p-'- - M 1 a, Thermal-Trut Filb�rinawid and Smooth -Star Nominal W39:8 &quotNqn-Impact&quof; Opaque 12J3112022 No Yes No NIA - C2 , -ge -j ,,_ Composite Edge Fiberglass Single Door CJ Cc cn 2 b. Themna-Trut Fibsur-C[awic and Smooth�Star (Inswingi/Outswing; X configuration) Nominal 6&#N;8 &quot Non-Impactl1quot, Opaque i 213112022 No Yes No NA 11- 3; ork .= 1 Composite Edge Fiberglass Single Doorwth " "V W a) C_ L_ Sidlielill (In.wingkOutswril OX crOX0 . 5; = = U) , c- config.refidir.) - rip 4W . a) 0 M C_ Ili (a 3 b. Thi,,­Tnu FIld-Clilissio ­1 Smooth-Sta, N-rail 6&*32;8 &q.otN.m-Imp.dl%qudt� Opaque 12YW2022 No Yes No NIA 5; CIR != J'a CU -ii...........ii - Fiberglass Composite Edge Double Door Will, or " M F_ �_ = W < wthout Sdaliteal (t­mglOut5wn@: XXor OXXO %= cc 0 . -0 - configurations) - W Q= 4 d, Therma-Tru Filber-Classid and Smooth -Star Nominal 7&939;0 &quo�Nor-Innparot&duot Opaque 12131f2022 No Yes No NA 2 Cbmiuca,lithe Edge Fiberglass Single Door 5 .. The,m.T,u Pither-Clwer. and S-th-Spar (InsvAng/Outarbing; X configuration) Nominal 7&#39;0 &quohNon-Impad&quot; Opaque 12131f2022 No Yes No NIA Composite Edge Fiberglass Single Door with I Sidelitb(.) 0 nwArigiOutswing: XO, OX or OXO 6 f. Thernme-Tru FlIter-Clawk, and Smooth -Stair oborfig,rati.nis) Nominal B&I'31") "quat�Non-Impactilquidt, Opaque 12?3112022 No Yes No NfA Florida Department of Business & Professional Regulation P ... i oil Florida Department of Business & Professional Regulation P.S. I oil Florida Department of Business & Professional Regulation Ir.eel dl 0! r.n.1-1. Edge Fiberglass Single Door BuildingCodes and Standards 11512021 Building Codes and Standards I 15f2021 Bui I di ng Cc des a not Ste n da rds 1151mi (InewingtOutswing; X configuration) 7 g. Therri Fibier-044- and Smooth -Sider Nominal 8&#39;0 &qurdtNon-Impoct&quot; Opaque 1213112022 Comic 'its Edge Fiberglaw Single Door %Mth No Yes No NA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelile(s) (I nawirglOrdswing; XC; OX or QXO ­-­­' -,,.,,, " . ­ , , ',�'­' ". ­­. , '�egag_T*zty�-tq��' -'g,&�­ - -- - ­­ . ...... --""'-"'--"­'-_;'rT _ � , _� ��� ­,5411 '�_11117g% I , . I �;'.­7� ��,'_�n­_ -�"A��,.L-_ ­ �­'­..­­­ ..... . _,",­­�' � �W­1_1�111__'.' , ""� , , "",­,_,­ , , - �:;��','��-�;���,'�",�,'��Y','-,�,'F' ­':!'N'�';'; � , "' - ,� , _�' -P-'�" 11 1, -,�� configurations) 8 r. Therma-Tru Filber-Classic and Smouth-Star Nominal B&439;O&quot;Non-Impakdt&quot; Opaque 12i3112022 No Yes No NA Comp6.1t.Edg�Fib�gi-D..bl.O..rWth.I Code Entity or Dat " We Dade Painudims Del" rode Entit- D-1- oat- Oat. Panel- 1, _' "I ------------------ I 1, - - 11" � I'll , , - auto 92ft ��M'�" f., ��r',� ,'," lbuyt, oat, Data Eat, pambfin, �"' � "�"-"' �' I -'�_ o sl;'m�lk � ... � ! ... 4 'Altrinut Sidelites (Ins.InglOuti XX or OXxO Tv"', Version MAnurfmi-ir dortad Made-, & Licaurni, Validated W Validated Submitted FBC Aramontal Arl-d stridn". T-a' V-1do M ... 1-t-, corrupt Eribinkle, & License Validated 13, Validated submitted F8c A,,,-[ Astrapyi, s(Atus 7YDI Ventillan Manufacturer contrict 15milturter & Upene, Validated By Validated Submitted FOCAmooial Approved 2= 9 1. Thermar-Tru Filber-CIRsaic and Smooth -Star configurations) Nominal 60SO;a&quot;Non-Impact&quot Glazed 12J3112M No Yes No N�A Affirmation 2D20 PGT Industries Jan. Roo-ki Mi-i-Oade RCCD - CFR Miami -Dade SCCC - VAL 11M)2D20 1IM12020 111i V2020 Apfpr�d R-ai., 2J)20 MI Wind- and Doors Brent &three, Libra R Lor- PE St- M, Urldh, P9 'W812020 1010OW20 10JIW202d 12Y-5/2020 Appr-d Affluratiort 2020 PGT Ind-Irlas J­ R.-W Miami -Dade RCCO - CER Mi.m-D.d. ECCO - VAL lAiif2020 11105)'2020 1111112020 Appr-d Ccrinip.site Edge Fiberglass Single Door Category: Windoios (i)41) 013-000 (786) 315-2590 Category! Witidawa i717) 366-3300 PE-82514 (717) 317-8454 Category; Wind-s (94i) 483-0100 �706) 315-2590 (InsvitingirCutswing X configuration) 8.bC.t.W,y: Fl..d )Fb3VW8kI@p9t1hdW6lls9 0 Saudicatog6ry: Mufficaris hilifilheeir@m1wil-corn S.bCalopimil, Will- ji-odwildhZipgkindurstakes,d 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8iquotNon-Imddact&qLkut: Glazed 12r3112022 No Yes No NUA compliance Method- Cartifi.fi.h Me* or Lating .m Compliance Method: Eyalideation Report tom a Compiler.. M.Ifficadt Cafflfi.d.h Mark or Listing onk Composite Edge Fiberglass Single Door Wth Florida R.glar-d A,uhillect .,a Licensed Florida Sidelite(s) (Inswing/Ourtswing; X0, OX or OXO FW43.1t24 Produ Pn.fiiasonat Engineer P b*281-R13 Produld 11 k Therma-Tru Fiber -Classic and Smooth-Ster configurations) Nominal 6r%#39;8&qmdt;Npr-Imp.ct&q­t; Glazed 12i3V2022 No Yes No WA Quality Usiamns, Athrorio,od for Usr� Aamovad fat Use ImDect 0,,I,n FLA15153A5 Products A .... an, A-,-,d for Us, ADorminad fire Use Impact Dew - Z Composite Edge Fiberglass Double Door Wth or Sao a P,adiuct Model. Number or Name Product Disol-lunloo Ciumurept Eledirallan Dade in HV14Z O,iside HVH Riniliasirt Preentame SMA Product Model, Number or Nam CaCh-lity Product Description neract Expiration Date In HVHZ Outside HVHZ Retall lar ... 1. ,Ath-t Sidalibea (InswimigifOutswing. XX or OXXO 5 PW-5520 iL.,ge MI-fla, mr.el Vrn�d Fl-d Wind.. 04=/2025 Y_ Ye. Y­ NIA QuallWAtuburande Arm-pillf-U.1 Apor-d for UoM bracelet D-harin 1 Mullon. forAll Doors and Wrndl�!a Alumirum Mullions W2612020 Yes Yes Y.� WA configuraftne) S-40 P W.0 Model. Number or Me- �.dhrpt Dileadriplian Corked Evainallien Ditig In KVKZ Outside 14VHZ - R,,I,t,,,t preasuro 12 I- Therma-Tru Filber-Classio and Smooth -Star Nominal 7&#39;Q&quor,Non-imipact&quot. Glazed 1261,2022 No You No NIA 2 5784 V.rL,.l A.nnirum M.Ifi.o 12f3i/2024 No Yes Yes N/A Composite Edge Fildiergleres5mlilke Doid, OnsvyingfOutswingri Xconfigurell 13 - Thai Fib-Clia-i-nd 3-th-St., Nominal 7&#Sg;C &qLot;N.n-Imp.dt&q­th.. Glazed 12r3112022 No Y.. No NJA r -dge Fiberglass Single Doorwith _mposite E Sidelike(s) (InsWinglOwsvong; XO, OX of OXO configurations) 14 n. Thermai-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 8qubt:NoM-]mpekdt&qu0t; Glazed 12M112022 Me Yes No NIA Z Composite Edge Fiberglass Single Door thri-AngfOutswing X configuration) 15 d, Thermi Fiber -Classic and Smooth -Star Norninal 8039;O �1datil-Imp.cit&ci Glazed 12/3112022 No Yes No N/A Compoi Edge Fiberglass Single Door voth Sidelike(s) 0 irseAng/Ourteviking, XO, OX or CXO Florida Department of Business & Professional Regulation Piet. i oil Florida Department of Business S Professional Regulation Page 2 V2 Florida Department of Business & Professional Regulation Page 3 of4 16 P, Therma-Tru Firiber-Classic and Smooth-Stfr configurations) Norninal 3&#39:0 &quot;Non-Inmahct&quot; Glazed ID31 r2O22 No Yes No NIA 8 uilclin 9 Codes a no Ste inclards 1 &2021 Building Codes and Standards 1QQr2ip2l Building Codes and Standards Wb,023 Composite Edge Floarglaras Double Door -Win or without Sidelites (InswingfOutswinel XX of OXXQ Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU odrifigundr.ras) 17 q. Tharmar-Tru Filder-Classic and Smooth -Star Nominal 6039a &quQt;Non-lmpudt&quo� Opaque 12�3112022 Ccimp.silt. edge Fiberglass Single Door Wth No Yes No NIA - 1-1­1­'�� le, ��','�'­ "", " " ­_1FRL40"'r'r','_ � �' ' �- ­­­­110 , "',___ � � ,_ .VcD,W _'�,'­ , ', � , ,,, -"� '� � �""'I'oi , " y , �,�"",4,4,��,��,,��,�,'�,�,"��z�,i����'f�l", __ ., ­'% ft�,­ r7' ?�'�'LU'Z�� '�-'��"-"��""4'� """�-'�"� �� "�g'?'�� ­.-,�' - � '411'­"�" %"" ,,,,,,, I § � � , , �"" -'�"' " -"�'�,'��Ii4 �' �. L� � , � , A, , 0 _'N"" ' , �; �,,�%�' � , ERIS N , 4" � t� �,�"5'0'01'1' - 015- 60Wx§1WNN1NM�MM Transom (InsioingliOurtswing; OIXoonfiguration) " _ , K ' , f-' �- " ,'� _ h MW =* , �"""?-"f�,�,"" .""O"' , ,,, _ , N I ,,, 111) , " , -, � , " - - .� 11, - , - , 'r_ _"�Y,z' e!"", - '.". '�" - '51," , 00- � "'P"'A�i�'�,.­�' ,'.'- 0 R �V'��',`� -z'.""] 'Et, -"-R,,A , , A,A,r��,'-',',�,',�"_ ;, is r. Therma-Tru Filber-Clawk, and Smooth -Stair Nominal $Wg�6 &quot;NMn-lmipact&quct: Opaque 1213112022 No Yes No NIA Code Entity or Date Date Date Pending Me Code Shulto or Due DWO lose Pending plate code Shut, o kat. Date Probe Polm5n. Date Composite Edge Fiberglass Single D..-Ath Sid.lita(.) and Trans- (I-WinqiOui-Ang: CIXO, OIOX or OJ0XO configimatherm . T­ Version Manufacturer Rb,ai., 202C James Handle Building Products. = cdirit..t ending. & License Validated M V.1hilaitaf Submitted FBC A-manarl Chad Dibirck, V. Andrew Tiun JohnSioutherd, RE, 01/0512021 12114M20 oboa/2021 Approva Status ding FEC Actor. TV-- vinraf- Rc.s.n 2020 Alaide Conrad engines, & Lidgellg Validated � mart Thompa- Ly,d., F� Schmick; P.E Rpn J King, P.E. Validated Submitted FBC Amponval GW15f2021 =1=1 0=2021 Aiton-sid fillatu. 04f1tV2021 Appro-d! T­ Varairan halum,fadue, RoVsho, 2020 OAF C..tga Erourear & U.- Vtdid.find 3� Validatat Submitted FEIC A-ralial I'dichael Slier Robert I'lientrom John W, KnezeyiM. PE 1?)19/2022 12)1712072 1�012022 Amaim-d status 02107t2= Appr-d 10 Therma-Tru Fber-Cla�io Smooth Nominal 3&939:8&quotNon-Impaod8quot Opaque No Yes No WA Cakag.ry: Farrel Wells (909) 545-8359 PE-81062 f352) W-2526 catagmy.. P.ral Wars (330) 922-23RD PE.434ag (813) 737-GS55 Category: riddling (800) 76fi-3411 PE-62166 (954) 7T2-6224 s. and -Star 121W2022 Composite Edge Fiberglass Single Door with subcategory: aping �h�dxllerdka�armeahmrdi Subcategory; Soft, ritharrip-moulade-rat SubCatQQQW. A�phatt Shingles ni'theh(pleer'dain mi Siplkslibe(.) (In­Ah9/O.t.wmg: XO, OX or OXO Ciumpillarl Method: E.1hunation Report from a sc., Comiallartar MiAll i7valLation Report from a Ciumpill... Method: Evaluation Report from a Continuous Head and Sill coffigurations) Florida Registered Architect or a Licensed Florida FlAd. R,gideredAl-Oltect.r. Liden,ild Fl.rid. Florida RegiatearrodArchited or a Licimsed Flard. 20 t.Thsrrrut-TruRba,C]­1 tindSm-th-Stam Nentinsti SM391.0 &quc,tNdm-Impda�t&quot', Opaque 121311= No Yes No NJA Prof,s,i,n,l Engineer Professional Fripmear Prdf ... amil Engineer Composite Edge Fiberglass Single Door �vtlh Sidelite(s) On-Ang/Outswing. XO. OX or CXO FW3192-RD Prod.ols FL*1111272-0 Product, FLM 01124,R33 Products Cc mmuous Hered land Sill configumaticri Quality Assurame AppirvediffeirUs. Appir-od for Us. Impact colon 0-lit, A-raing, Agpiroved for Use Amir-cifortles Inl Diistain QuolityAssuranee Approved for Us. Approved flat Us. Ifinn"901 Poston 21 u. Thamnia-Tru Fiber -Classic and Smooth.Star Nommal 68#39r,8 &q.cit N.rrImpcct&q.ct; Glazed 12f31112022 No Yes No NA SMA Product Model, Number or Name Produbt Descriptio Contrapt Expiration Pao In HVHZ Outside HVIIZ flaskonnfit Pressure sauto Product Mdidi Number or Name Product D ... ruatoo Contract Ekon,tIttirt Date In HVHZ outside HVHZ Resistant Pressure 40a 0 Product Model. Number or Name Product Poill1lorlm! Corthartibornal name In HVHZ Outside HVH 0 Resistant pressure Composite Ed ga Fiberglass Single Door with Sidelle(s) 0 nswlngfQutsWrg XG, OX or OXO i Campl.0 Lep SIding lbe-mert lbp dii �213 )2023 Yes Y­ WA NIA 1 a. &qLot�2T"ucteofflr Vent or Sold Vinyl Soffit 1V31,2023 - No Yes No NIA 1 OAF Asphalt Roof Sh ingleir for use in F BC non-HVHZ Fifibergins ramici 3-tab. lenritnebed. 5-lab and 12/iG(2025 No Yes NIA NA Continuous Head and Sill Configurations) 2 H.HePlank Lap Sidi" ilder-carmart up.liding ZSV202S Yes Yea N A N/A 2 b. laquoteilliance T4&qubr,9offl! Vent or Solid Vinyl Soffit 12131=23 No Yes No NIA jurisdictions hiptridg. .aph.It Ithdr9tes 22 � Ther-Tru Fiber -Classic and Smooth-Ster Nominal 8&9�9;0 &quot;Non-Impak;18quoo Glazed 1213112022 No Yes N"r' NIA 5 b. lk.quotGreentmair Village Beadadllk#39: Soffit Vart dr- Solid Vinyl Bark 12131a023 NO Yes No NIA I Cipmoosith, Edge Fineig law Single Door with 4 d. &quoto5&quc1; Soffit Vent or Sold Vinyl Split lWiaot?a N. Yes No NIA Sidelite(s) (I nsWnglQus,vmg;, XO, OX or GXO 5 a. &quict,Charte, MIk9qud1; Saint Vent or Sold Vinyl Soffit 12131 aO23 No Yea W RZA Continuous Head and SlIl configurabouris) 6 f, &qu.Lsupe, spia.&q.1c. $Oil Vent or Solid Vinyl Soffit 12/31=� No Yes 14. NIA 23 w 7herms-Tru Filber-Classlo and Smci Nominal [ tili#39; B &quot; Non-[ mpact&quot Opaque 12i31112022 No Yes No NA Composite Edge Finderg law Door Panels vain Vented Siplelite(s) (InwAngiouturwing: XX XXxoryQ= corfigurati.re) 24 x. Thentria-Tru Filber-Classio arid Smooth -Star Nominal 8US9;O 8quotNon-Impaotaquoth; Opaque 1213112022 No yea No NA Citirripceit. edge Fidargl..D.cir FarkeleAth Vented Sidelite(s) (InsvoingtOutswing, XX XXXorX>= curfiRumli 25 y. Therma-Tru Filder-Classicand Smodth-Star Nominal 6&#39:8 &qui Nor-Impedc8quot: Glazed 1221/2022 No Yes No NIA Composite Edge Fildergiam Door Panels with Vented Sidelite(s) OnswinglOutiewing: XX XXXor)000� Florida Dispartment of Business & Professional Regulation P.P1 oil Florida Department of Business & Professional Regulation page 1 of I Florida Department of Business & Professional Regulation Pao I al 26 z. Thenms-Tru Fbar-Ciessictand Smooth-St.r configurations) Nominal 8W9;O&quotN.r-rnp.dt&qu.t Glazed 1213112022 No Yes No N/A Building Codesand Standards loom? Building Codes and Standards I 02D21 Building Codes and Standards la2021 Composite Edge Fiberglass Door Porkalswith Vented Slorelite(a) OneWnglOutswing. XX. XXX or XXXX ProductApproval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) OMAN*= - -, -'-"fi��'-- �'�'��g- p ­gd-�k"'�4 '--, Rms k �,� zr�o��'�gr�--�-""&'� ' - - - - ­ -----, --- ---'%M-­� -� .', -, � - - ....... i- � , "'x��,'� , -'­i�­­ q -;77';��- -;,,,' '-c ��r­,"��V'-- - �4 'IfE , ' , -7 -, " l'--��t'� �"m�Jh'�7 , , 'p�;�p' , ,�- , -, � "'tN" , , " �% '� - k�, ...... ­'_� - ui, , _ - - �' � , N� �' % ��f , - , J � , , _ I 11 _ '4 U414 "� , - , " �' 4 ,� k . � - '� '�'_' '� ­­­­-­­'­­­-g"' ­n"'-�;""',"�-'_�-" - -�-��"--,,�,,���""��-�-,���,�, - _Y ` __ " ` _'� j�_­_�� _�� � _'_,'i - � - I _. I - � I � ­'T,z' '­�- �­'��.�� ­', '� --,� �4�7��' ,, . . .... ��'�'� ��- -n��'J� 4�tf,�,F�""�"�-' �M-��'X�-�'­-�'-' - � � gr � � ';� , 5*'kft*&% %�' �, _"p�"x"' '�' '? ;T�� Sj'�� '-`� - _L' , ""� ' - ' " ' ­­­ " '�' - --- - " ',-­""-""'��'i ­�-� �� �Z- '--""f -"�" "'­"_tL11"i1' �'�' - 27 za, Therma-Tru Fiber-Classio and Smooth-Ster Nominal 6&999:8 &quct.Nor,­Impadd&qLrot: Glazed 1213V2022 No Yes No NIA Composite Edge Fiberglass Single Doorwith 3&939:0 Spelite(s) On�wn@/Odtswmg: XOr OX 01 OXO .1 _11"W" c� ,. �� �"­ � - ­W P"", ".",-' '�".i� � """�_W'�".�' LfRr`-'?-&T' 'V `5 '� -1 , -05�;V!", ;� ­Z __ " '-,";En-" _-'L� _ , "_'_' - � 11 ... ,_- � _. Al_�'�".__ ,a � � � . ..... P" - I ____W��_"Z�'51�12:�' ", :�' . , - ,'_�_�"�'�;I I - "-- 1__'. ­"�o­�­-��­��;� � _­­'­ ___ , '_ -, , - __ _� __ __ , " " �, '� " ,,_�­­­ � 1� ��­'�- ,", -AE,? - �" 11 _�" �: I � � "� � '- - �;�""'�V - _���i:,fei' _' A �� A R_- -_,� -1, "LR� ,"'.-'�-'��'�""' _'-'- - _"i� ." ME EW z; configurations) Code Entil or [)Me Data Dan, P-din, 2212 Code Entity al, car- Data Ithen. Pending Data Code En ft a Dame Ow- Date domino M.L. 28 add Therma-Tru Fiber -Classic and Snoddith,9tar Nominal 13&#39�a &quc,hNon-Impadt&qLot; Glazed l 2131f2022 No Yes No NIA T­ Version Manufacture, contact Engineer& 4icnarrog Validated 8, Validated sabrimukad FBC A,,,,l Amprials, AjsI T­ Vii Manufacturer Contact En,i-,r& U-na, Vall By Validated SuAkraire.6 FBCA,aarown Artardi-d status 7". version Manufacturer Contact Engineer & U.- Validated ay Validated Submitted F9C Apprawal Approved Status Composite Edge Fiberglass Double Floor With R.-ion 2020 TAMKC Building Products LLC Karl Edon Robert Niemnen John W, KnozoAch, PE 1OZ412020 09/2MO20 10AW2020 121512020 Appl-d Reusion 2(120 L.V Thanniallon, Inc. fill Thompson Architectural Tory Christman Z.crary R. Priest Ste,en M. Ufl,h, PE 09117t2020 0911W2020 09122Q02a 120"M Appir-d Ra,A�ikon 2020 Florida Metal Products fic, Clark Jon.it J.m. L, Bucker. P ll St"n M 1i PE 09,'21/2020 W25r2020 `OiQ�020 12flW2070 App-d �039:;)Sidiclrtes (InswingfOutswre, OMO cal.irkuy; Reuling (417) 874-8044 PE�_59166 ,954) 772-6224 Met.1, Company (TAPACO) 41112� 24a-3456 PE-74021 i7lTt31T-8454 Category. Peeling t904) 783-84UG C RUCK Eirgi-dre (717) 347-845.4 29 go. Therma-Tro Fiber-Clbiwd� and Smooth -Star corifiguratimn) Nominal U93a," Sqvut� .. ........ Glazed 1 2�3112022 No Yes No NJA Subcategory: Underlayments k.m_sdsr0amk.ccm Category; Roofing turryogoorelithrooft-gcom Subcategory; Roaring Adco-n- that are an dark(prium-c- PE-31242 P--'Iu,t; Composite edge Fiberglass Single Doorwilph 3a430�0 Compliance Method: r.lulation Repor from a Subcategory: Robing Aitoessalosthat areen Integral Part athe Romfing System Integ,al Part allh, Rool System Curnpli- Method; E-1-tion Report from . Sidiplbe(.) �nswinglOurtavifing. XO, OX or OXO Florida Registered Ancturteict or. _[­�od Florida Compt nee Method-. ri�aluqtibn Report from a 'a Florida ReglistiaredA,dhiteot or . Licensed Nardi. 30 A Therma-Tru Fibier-Ciareaso and Smooth -Star -of! Nomourations) rut 8&#39:0 aquotMon-ImpticAquot. GI-d 1213li2O22 No Yes No N/A Proleadi ... I Engineer I Florida Raul a,.d Andhiterat ., a Lice -aid Florida P,.f.aldirial Engineer Compiceite Edge Fibeirglarm Double Doorwith F Let 23,28.11:11 Publu de I Professional Engineer F1.42159111-142 Products 3&#39;0 Sdelltera I newingfOutswing; OXXO Qw,11hrAe-aboo Abon,�1f,rUse Androvaul for Us, Woe& D,take' FLA169111,1901 Products 31 ze Therma-Trul'Iber-Oassre and Smooth -Star diterfigurati-) Nominal 7&#3e,, ­u.,,1­,­q­q­t� Shaker 1213112022 No Yes No NIA Slq A Prodoet Me&[. NournIder or-liffirme Product Description (1-firaut Eit,hr,rhm put, in HVHZ Outside HVHZ Resistant tarvinnure Qual1w Assurance Apbro"drurruse Appre"d for 'Jae !W= Desire) Shou" Product Model, Number or Nam, overtly A ... rare, Approved for use Apincuad far Us, Poi D.-koslo., Cgod-el E,01,11­ Dgi in HVHZ Outside HVHZ Impact D.skm Resistant In- ... A Series Composite Edge Glazed Rlborgisiss Single 1 TAMKO Root Undehayments (HVHZ) Roof undi,daymiarile fid-se in FISC HV14Z OGr29i2O23 Yes No NIA N/A a-- # Fin,duk;! Model. Number or III Product Drairl.thom contrast F-in,thdo Det, in HVHZ oi-edide HVHZ R-lotant Preanneuria 3 3- FLAMCO &quot:RV 10 Ridge V,mt&qadl: Aluminum Ridge Vents for pitched roois fatcrested 12131,2024 No Yail No NJA Door Wth or Wth.ut 1 &*39;2 sciefts(s) jurisdiddoort. I TAMCO Flat Top Off-Ridgki, Voint with Baffle lot Tfie 26 g. sell. irpor-Wor-.1th tell 0910912026 Yes ye, WA NIA from 0.025' Aluminum (InswingfrOutswing: K OX XO or OXIO configurations) 2 TAMKO Roof Umd,,ay­ts,tlkDN-HVHZ) R.atmd,dayrnard. torrua. in FBC n.-HV14Z 0612912023 No Yes N/A WA 2 TAMCO Gooriaraci; Vent 26 ga. 0910812026 No Yes N/A -01-52.5 Juirladlotions. 3 TAMCO Off -Ridge Roof Vent �-,rffi Beffic 26 ii.. staffic riolf,ornflator ,rith Integrated rate OM9,2026 Yes Yes N/A N/A 4 TAMCO Round Top Off -Ridge Vent %vith Baffle for Tile 26 ga. strallo-f-ifitilat-ith beffie OWOW2026 Yes Yes WA N/A I Florida Department of Business & Professional Regulation page I of I � Florida Departirnard of Business & Professional Regulation Pas. I an Florida Department of Business & Professional Regulation page I of I Florida Department of Business and Professional Regulation Building Codes and Standards 1,7J2D21 Building Codes and Standards 1IM2D21 Building Codes and Standards 302023 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail U) �'�-" -5, - , � 'g, " �11 ' Code Version Manufacturer TR`e!ai,n Entity Data Date Date Purnell C-t,.t Emorrear & Lboans. Widae'd Bar Validated Sultornitted FBC Antinaval Date Apicantroad Stubus Code T­ Vanaim, WinurbWortur Earitithe - coniaO E,,I,,,r & Upe-, Validated Bi, Data 2WA Date Pandin. Widailed Submitted FBC Addron,a] 11212 A,,,o,,i Millya code T"00 Varelon Mitmarfaciv ... Imury .' DWI Did. Data fiencloa i!."(.,t Fivifinoor $6 Ueens, veneered Ilky Validated submitted Fad AporQVW Date Appri. status " FL#52S9-R31 2020 Larmtra. Kerins Jolley James L Suckner. P �� Steven N� ur.h. PE 1112V2020 1 V2 U2020 11,2K020 ding FBC Appr- R.Mivon 2020 Ronal Roarl Art- Room APIMO Uniform Fvialue tion Gary W. Walkerr I 1.10MO20 IV02M20 11ID512020 Appr"d Ravl�dn 2020 Global pri.ta,to, Product, LLC. Tinn Robinson Wafter A Thin Jr. RE John W, KnozWelh, PE OgMT2020 )9/08/2020 '(WOV2020 12JI5/2020 App-ed! (D Code EntV. o Date Date Date Date Status Category: R-fing (501)983-GIS3 PE-31242 (717) 317-6454 Category: Roams (801) 380-6091 ScrAd. LLC. (205) 854-0160 Category: ShAtare (354) 689-7545 PE-44467 (HO 772-5224 :[ypie Version Manufacturer Contact . Revision 2020 POLYGLASS USA MauryAlpert, Ingineer & Validated B _y. License John W Validated Submitted Pending, Approved Approved 1012512020 1OJ221202C FBC 1211512020 SuloCiatragarin Roang Ad-acries that are an integral Part ofthe Roofing Syetem Cnmpli�mM,ih,d:Eval,,IimRepodkzme 11.1l'yo'lemarco-M 9.1,CAl.gidirr. Rdi Ties ilmn-tallao.. Method: E-lueflor, Report from a Prodha�t Evaluation Didlity RobiriAnde"QlaoralLoo in sbubc.l.gory: Storm Par.l� Compliance Method: E-altilation Report trom a firri-ttfina-iggpio-Ld. fin Category: Roofing S9542331330Smalper­h@polyglass_CCmr Robert Niernineri Knezervich, Pr= Kpww-at Florida Registered Architect or a Ucen sed Florida Force ReglatereclAr,lik.bt ., . Licensed Florida Prd"s)ona[ Engineer Subcategory: Underlaynnents PE-59168 (954) 772-6224 11101/202D Profession.] Engine., F1,017202-101 Products FLaNNAS-812 Product Quality Assuralne, Amxro�od for Use Arstriftitill fOr des hkat 2tft InLoiciatia.116 Products Compliance Method: orkillIVAstarraryce Appingliand far Us. Apri To, Use Impapt Do.han S." 9PftEy!-%11='.�t1btl o"'Y'.1r.a. sort Old rreldi 15 Product Diecruatloo ContiallLftLarr Fiat Profile Denver, CO 12 0 Cut. in HVHZ O,told, HVHZ No Yes Resistant P, ... or, f] fA NJA Qmililyiiiisurivq, Aunre-d for We A-r,-d for Lec [,-t plandin E Evaluation Reportfrom son # PmdudtM.d.I k1hurnbe-fil-kai Product Desaritetion Contract ExDlrztiDn Data mA161z Outside HVHZ Firdistant lanaeuear 'Thatch Stamp; impact - Am# Product Made[. N,mb,,,, Name Product Descirrotion Contract Ebalration Data Il HVHZ Outside HVHZ Rearialoard laranneu. a Florida Registered I D,tk-Airl DA-4 or TRI-B.ili D-k-ed, DA-4 Loa Nate, P.1yr,opylena Plastic, Roof Vent lW10f2025 No Y.� No �97.5i-97.5 17 Saxony 600 - Slate, Shake Unp: Split Shake Falonal.- Stockton CA 12/31(2020 No Yeit NIA NJA 1 20 Gage Galvanized Steel Storm Ponals/HVI-z Corrugated Galvadzed Steel Slorm Panels retained 1MI12023 Yes Yes yes N/A _fi Architect or 2 Licensed Florida Professional MildraninallyAttalhad to PVIOod Deek 18 S-y 800 - Slate Shake &srnm� Soil Shake 9 S... y 700 _'Shalui, safe A,anmp: Split Shake Flat Prior. - NO., CA 12WR(021) Flat P,al. - Stockton CA 12/3V2020 No Y.� No ya, NIA NJA NM NIA 2 24 Gage Galvanized Steel Storm PanelsINHVHZ .1 not by 1-1h, 1. pr-Jd. humiram. prd.ctI-. Corrugated Galvanized Steel Storm Panels retained 1MI12023 No Yes Yes N/A =3 (D Engineer 20 5-yTOG-5halke, Saa&amb; Split Shake 27 Tel., F�pbrb 16anc.lans Fiat Prals-RI.Ifto CA 12t li2020 High Profile - Katy.'TX I 2MU2020 No Y.� No Yes N(A N/A WA NIA ornot byhrfelto to pra,de hurrIcarrie protection 0) FLA6269-R31 Products 28 Vile Low Profile - Katy, TX 12MIQ020 N. Yes NfA NJA = giiiialtry allUlMeg &RRrovaid for Use Apqil Us A n It Lr_ pAc_ D"an (n Le A Product Model, Numildfifir al Contrast Elpiration In HVHZ � Product Dideorlej!qn outside HVH Resistant Pressure _q Date 1 Polyglass Roof Undenlayments Roofing undedayments i Of2l/2022 No Yes NiA -NIAI-622.5 1 Polyglass Roof Uncerlayment, (HVFIZ) Polyglass roof underlaymentsfor use In FBC12J23i2Q23 Yes No NIA NfA � M HVHZ jurisdictions, > 2 Polyplass Roof Underlayments (rici Polyglass roof undeflayments, for use In 12�2312C23 No FBC n.n-HVHZ Juri.diclons. Yes NJA -N1Af­=Z M 0 1 Polyglass Roof Underhaymerts (HVHZ) Porlyglass roof underlayments for use in FBC12J2a/2(123 Yes No N/A N/A Florida Department of Business& Professional Regulation Page I of 1 Florida Department of Business & Professional Regulation Pao. I off Florida Department of Business & Professional Regulation pan, I If I " HVHZ jurisdictions. Building Codes and Standards 1)25M22 Building Codes and Standards 102021 Building Codes and Standards "= > 0- 2 Pitlyglass Root Undedayments (non-11VHZ) Polyglass rocirl' underlaym ents, for use in 1X22112023 No FBC ,.n-HVHZ Juriticlictlorma. Yes WA -NIAI-622,5 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0_ I Polyglass Roof Unclertayments �HVHZ) Palyglatis roof underlayments for use in FBO12f23/2023 Yes HVHZ jurisdictions. No NIA INA 0 < � � , ft .-�";"��.,,,��""V�,�,,,�;"t�,;��,�r-'�'��2J - al -I - _111y'.1-010 .2 _�'� tz""'-*g'g,o� gg-ft -,- � z­ r ', , " , ", -� ,A ,-",",w��,,��,,�,,�""4"""", �*'� -,,�,',,���,,,�,,,,,,���,�,;"-,���-,,,�. ,K'A"� - -j -- � 'er , . - b I , � %.n � �'Y'A'�'�,'�ZIVMN ,,, A; '�;_O'gm -A -, k �� _ !M_ il,�Vt" le�M�'L�"c"'Q' ", , - , t WX t� , � 0 al � , 2 , , g ,r Aill �i A , -�",, , - '01 ,� 'l'2c"'R�',�'� 611 0� 21101W�tl - -, 1114"Up -I- '�' , ­,15"-r,'_', '�' " 31 �' -1,11,11, ' 1�� ';4"""'I ..'r, -­­­"'�_ , ��. -1_];" '��'­�'� '. d�' , "lr " """', `r"",�' �' 'D�­ I 'i -' 21'1�* I Fli)?'"'111�1�� %1_11J��4'-" !� ­'�i,sv - � � ��' ' %""' ;' " I '� ,,�.,na�.,,�,�--,,.�L"'�,�,�l.,,,,,,�,,� -4­�� "J'� '��,,�)'-,'�-"�,--�,���,�,11111,".�,, 'A,-'� " L�' -i p, ,'- �� �l& �' f� ��' �l' Z _T - �� , �" r� , 'R, ��'&"'-�"""R' "-," - , " � , :,+: � _ , - - �, littT I � k _!� " , ,- , , �� a W VV�tAg 2 Polyglasi; Roof Underlayments (non-HVHZ) Polyglass roof underlayrnents, for use in 12=023 No FBC non-HVHZ jurisdictions. Yes NJA -NIAI 622rS � , - - I ... - ­-"� ­,t " - _�', ­11-1 L_11���';­�I'�_' _�'N'.,kzr �" - '_­C� 11 , ridd. T-e Version Manufacturer � , , , - , , . ,' , ", - "O -, ON ___Va'A,N A999W4%94r"91w'c" Entity Q Date oadis! Oat. Pending Contact Engineer & License Validated By Validated Submitted rRc Approval '&'k�'ip­�-","��-X' R , �'_k Dow Appridliad status Code 11002 version Manufacturer WIN 0, contact Encin ... & Liclamer Validated W Date Calte Date Pending Validated Stuarriffect FBC Arabod,st "I Date A,,,,d shit., - , , __ , __ "M __rv� �� , � , - _1 .:' ��%, 17", " code T-0 V,-]- -_.�­'��z'� "�'."i �'," - ,,, guilty Q Oat- _WA care per'dino c-tapt U.- "ifeend W Validated intitantriflaid F5C Andrapuil oat. A,pr-.d L. _*__111 I Polirgitfiss Roof Underlayments iHVHZ') Polyglass roof underlaym ents for use in FRO 12J2MC23 Yes No NJA N/A Rer,ision 2020 All American Shutters and Glass N ik. B.,ldisr, Frank L. Sen,ardo RE Troy Bishop P. E. l0f2812D20 1 Oil 5=20 lltO512020 1211512020 Apprimeid Re'i6o" 2020 Alpine Stand Lewis ICC rvoluation S-i-, LLC William M. Ramer, Pr 10131 �2020 1012212020 11/051202D 111MU2020 Appir-fil Rhamunhaturfir R.,Aai.n 2020 Cammainelal Compete Product, Inc. �Erkfilmnfir & Robert ClIlle Barruoi A Ontrouldee John Hoy 1211612020 12116�2020 12CS/2020 2&i.- ong FBC Appri 0 2 Pidlyglass Roof Underfaymerits (non-HVHZ) HVHZ jurisdictions Polyglass roof un6eflayments, for use in 12123J2023 No Yes NJA -NIAI-622.5 Callsgory� Shutters Subcategory: ,Storm Panels (561) 712�9882 PE-0046549 (954) 947-0880 mIked@al lamericanshutte cebagkanr� St-t-1 C-pdk.hLs S.hchoiga�; 7 ... a Pitirtaia (321) 710-3377 (407i 661-1917 '1a.I%@.1P1maIt­.. category: annihilator Cornporents Subcategory: Products Introduced as a Result of (81 S) 65D-5707 Pr-34245 (352� 508-5311 pratessiater@yalko-m =3 FBC r.n-HVHZ junisditodons. Compliance Method; Evaluation Report from a Florida Registered Architect Florida -com Complian- Method. Evaluation Report r.. a Product rWk.tiph Entry N - T-hn.Ngy Compliance Method: Evaluation Report from a _0 or a -hpoossid Professional Engineer FL#1929.R? Products Florida R,glithureclAi-i,hrect ., a Licerraud N.M. Pra-brial Engineer 0 F1.9176WR3 Products . O..Iity As-- Approved for Use Approved far Use !s� D.Au. L_ Beg a Prod uct Model, Num bedir or Name Quality Aslau ro n c Appirldvallfrapuk.. App-dr-lil Product Description Contract Expiration Date in HVHZ Culdside HVHZ Impact Desna n Resistant Pressure S-00 Problundit Madill. Number or Nam i 17W ISCGIAlpine Hight,ar Strength (H &amp: 8) Product oinadfIrAlign ContractCylinglon Wal C-ator plot. 12IS11"24 Palo In HVHZ Outside HY11Z Yes Yes lie"14tant Presser WA NIA F Let T74-IW Pledge Qualit, Aii-las, A,,-,d fiar Us, Addro,iall far lk�ua himpact D..I- 0- 1 24ga Galvanized Steel Storm Panal. 24gai Galviamaed Steal Storm Panels 12f3l/2022 Yes Yes Yes NiA 2 ITVV BCG/Aoln Hinge Plate Metal Connector Plato 1211112024 Yes Yes NIA NOA -sea A Product Modial. Number or Name Product Description Contract Expiration Dane In HVHZ Outside HVHZ ReMstarl Pleasure < 3 ITVV BCG/Alpfie 'frolox 4 ITW GCOIAlipl. We. Ml Connector Plate i2i3l/2024 Metal Connector Rare IM1/2024 Yes Yes Yes Yes %A WA NUA rl iA 1 Odofty Pirliciat .1 C-0.1.1 Concrete Produats Procast and Prostrowed Concrete Lintels 05125M24 N. Yes NIA NIA a) U) -+--a CIO 0 M = < a Florida Department of Business & Professional Regulation Building Codes and Standards page? ffz 3Mo(Q3 Florida Department of Business & Professional Regulation Building Codes and Standards Page i .fl 6114=21 Florida Department of Business & Professional Regulation Building Codes and Standards Page I ,1`2 PrIlia2i --O - �- Product Approval Application Detai I Prod UC1 Approval Application Detail Product Approval Application Detail 0 L_ M ,., �___­ - ­Z­ _ ­_' W'­&,­­,'­'­"'__2b�g ."A�­'�WVL �':.',�-,,.�­' �,?"-,"r.,.""",_'�-","-,I -__ �--- -� ­�� -, , -- �" , - " "",,-'�"'� "ZL�" ��4<'."."u�:�'"' '__'�� '*--,!4;�:-4-*"'i��,K-:�;�f,�" �,"��,j�,'�',.---,�",�,�",d,� T�'5'�j�'�­ - '� R-'�:�� �'� , _ , , __'�" '�_ , " � I 'Z ��',., - ,"'J , ,"_- , � .- �' ,_g, '- ,--,---,- - ­_­_ _ Xi , , _f"I" " '."�;"'�1�11`1_111' - 11 11, - '1111 . I L� L � Cod" 15.111t, o Date Data Data Pindin, I DMI Code ffntItV Or pace Date Date Pendino Date . Code Entity . 2--t- 21111. Date Parld1no 11 Due "I'll -1 -_ L. LU C 7im. Version manufacturer Conrad Enialmaor 1 1.1-ma. V.11dabod By Validated Sub.Rt&d FaCAppror,all Apiona-d! status IYM Vmel. harkurpicli,mv Contact Erkifirear & Licerm, Validated lay Vainhavd Submitted FIIG Abonroval Amnap-1 Standis "Id. Ver.ion lifignmifted, Centaur Enqhmeer & Licamse V,Ild,tud S� Validated Submitted F13C Appriwail Ap-d malus :E = Rmialon 2020 Min6k In.. Category: &,ad.,.[ Cornp-ma Erin Welder ICC F,alugm, S-Ace. LLC [CC F-1.0- S-1c., (952) 898-8635 LLC. DIJOU2023 l2t2OM22 01M�2023 App,-d! R-1 ion 2D20 Way.0-se, Category: Structure; Cmmranard� Rob Bel ICC Evaluation Sai LLC an Lahrar, P.E. 02/0=11 10113)2020 (253) 32"4713 (606) 636-3288 R.LbmB.I&vm@­y.h. D2JO312021 Apid-ed Affirmation 20 20 Apha Aurninum, ]i Category: Panel Welts J.o arya bols R. Lomas eleven M. Uhch. PE (�`tr 509-200B PE-52514 (71?� 317-8454 11113)2020 11AS/2020 11/7=020 Appro-d < (D ii.bcali,pary; Tru. Pistas compliance ii.eldermormic.. (M5) 599-980C SubCaleacqr; Engineered Lumber Coal Method: E,aluation Report from a ­rc.m SubCateip'ni: Spiels .Ioaaum'_hp@y.h. ;Z Method; EvuLdinion Report from a frodi E,ralueti- Entry Pn.dimt E-1-lican Entity Comorambe Method; Evaluation Rapeirl fir m . Florida R.LkWarod A,�hl­t I . Liesnaed -ida .c.m Z __J FLA21ST-RID Products FLMV-Rll Pradi Pnot,recral Engineer < QualwAslainan'.. Admi-dfairtloa Amonduad for des ".act Desire, Quality Aslauriando Approved for Lee Appowdl for Use firl Doug" IFL41 0644,115 lamell S'. A Product Model. Number or Name Pni Description cti 9"i"'I"""l In livHz OLI HVH Resistant P-re 8-9 Pri.duct Mudd. Number., Name Prbd,bt Do-loill. 2ig in HVIRZ 0.11.14, HVIH itlealeaftmit P-e ciumilty AssUracce Approulaid for Use Approved for Us. Impact Destan _J I l W16AHs 18 ga. thigh strength truas connector plate 1213112024 Yes Yes NIA NIA I Wool- LVL L-knoted Veneer Lumber 0313112023 No Y_ NfA NIA a-- # Product Model. Niumbeir or Name Product 1) .... into. Contract E.,1,11,, Oat. in HVKZ Outside HVHZ R,olstallut P.w.n. O_ 2 M169118 16 ga. super high strength truss connector plate 12131,2024 Yes Yes NIA NIA 2 Perot- PsL " Trinti.rStriond Ls. PeelleiStrand Lumber OS131J2= N. Yes Laminated Strand Lumber a/311202a No Yes NYA NIA NA NIA 1 Alpha Aluminum Sold &anap: Vented Aluminum soffit/ Alpha Aluminum Sord&amp, Vented Aluminum 0713OP2023 No Yes No NIA 3 WI 16 16 ga truss.-ptoricat. 12131f2024 Yes yd� NIA NJA 4 7J Rim acerb Structural C-pitalie Lumber ., oriented Streed! 0313ir2O23 No Yes NfA N/A CMU &2mp; Wood Soffirychifl) X-P, Wood I SHEET NO. 4 MT18HS 18 gai, high strength truss connector plate 1213IM24 Yes Yes NIA NIA 5 MT20HG 20 high atimingth truss cannecter 12131=24 Yes Y_ NIA kdA board Rim Board 6 TI-18. Win ge. plate '89. unaacon-biro.t.a i2i3lQO24 Yes Y_ NIA NIA 5 W.Yalh .... or Rim Bp.nd Oriented Strand Board Rim Board 0913IJ2023 No Y.s NfA N/A 7 7L2D: M720 2a Sit, mas dcon.d.r Oat- 121312024 Yes Yei, NIA WA I . 11 March 6, 2023 PA 1.1 . "I I 7- , I I T - -i __ __ __ I ___ - __ - ___ - - __ I I ----- F -------- ITT --- T_,__,_h_F _,I�,l .I! 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Dp¢ (�i DabPandina rg� iA.1dE ¢!(Y �■. fy BLit EnNww jC$ Oft own, Ponds Ra 0040 c"6erar Dy¢ oasts Endnaird Lipanaa Wlidu(W Br wle.bd Below FOCAeNM•ol AAppromod S*b4 TRIP K� n Manu6atunr Co�Mid findnaar 8, llaseu VaIMMd Yr Valldab SubmlHad Fa A loan /L co Dgia 1I1410, Yanubnturar Cantut Eanaaaer i.Lim" Vaimow aY Volidbbd embroiled FRCAwmv41 Appromel $too Tfipe varabe Maeu6osmo esmad Eeniasar&ILboas Velidebd ar IVaidabd uO blwto FBCApprovsl Aopmved Sbbt" 7"Fi version Mamrbo(om co ly � AtIrmaticn 2020 Pepe Cwpwaddn Joe Hayden Sardl Wlndpw end Door James L Surknar, P-E. a 071142020 07)14F2020 07120f2020 PpprwAd Anrmadcn 2D20 Pegs Corpondon Joe Hayden Sondl Window e11d Door T.E. Lunn, PE, LC Robinson ManUraeWorAasoolatlen 0771412020 07714(2020 OY12242020 Approved Anrmalo n 211713 Palo Corporation Cebamy Wlndoes Joe Hayde Senor Window and Door James L Buckner, P-E. �Z Robineon Monviscow rA9woetion CBUCNEnglneedng 0711412020 07714/2020 07/2012020 Approved Atarmatlon 200 Polls CorpOndbn C"Ovr.Wlndmvt Joe Hayden Sent' Women gdhaefer T.E. W nn, PE, LC 0T714:2020 07/141202D. Robinson PEd1135 (661}815-0456 �S f2020 Approved •T•!� ' 1 t}a1! '^ /11 (D Coal Wndow,s S.Worwgary: Single Hung Robbeon ManulaeNBrAsamision CBUCHEnginasdng Cseean. Wndovs Buicida single Hung (661)576-6456 (641)S214R1B6 BubCntapone Fees (641)S214F098 (551)4a141927 8u6Colpnry--Flood (641)821-RES O v♦ (6411821-NO (581)49149'17 Complbnes Mothwd: Go. laced Mark or u4Ung Pelbprodudopprovaliope, eomplbaa M4bok Emlueson Report mom a pellopro luealwo-ape �'\ CD �d� V ) Compliamr Mdhod: CerYk+dion Mark or ustkg pepaproduoaapprooeope ocmplisoce Ystbod: CerMladlon Mark or ust(ng PeSepddudspprowalope Ila.w. IWcem HondaRpissmad Archlbetora l..beneed Honda Ila.-. ;� VJ �./ 11.wol Protpbleel Engross � IJd 0 O v -F1Y1Ndp.M.2 P4ed,cb �. O •O FL&Ie216Rb Praisab _.• Y "�' � OualitwA.waro Aporoelf For Use Approved for Use e)vlaw Doran 209k,hl A-.d$y88 Aeenn.ahrUr imp( akvLw Pmduu Model. Number Name Plodug0noo ierian CamelotEaNntbn oft AenevMhKlen }.laamet in HVH2 rIrM Cuftwo HVHZ imad Raalef4nl Bodo Wa�eum Q MYApuarraa Avowed Far Us. Ca�v L- f Q,Daei vi O /� 5L Awl 1 Predict ModeL Numher or Noma Saks 10R0 High PolfOrrrmna06Single Hung Pmdwelowns xion Co,*,Ul Exa6ntiaabats Vinyl9bgle Hung Window (42'xT2') 06(1712027 (n WJN No ouwwo HNIZ Yes Rombijnt n6 Braun +SaUO ,�y,d 1 Pmdurt Mantel. Plumber OrNaaa Polio 10 Berke Blrtgk Hung Window Pradual Daearialian Conant E"irstien ss-xair Vinyl Non -Impact Single Hung Wlwlpw OB12212012 Dab in RYH Outside HVHL No Yee RaNafant No Peter ni +40H0 Awl 1 of Sarre 10Y20 Vnyl Oey wlndpv (8P X77} DIf1&2p22 Np Yea Np +25�-28gd Pratlud Modell Mumbsr OrName Pmduel Daetrietian CoptrpplEnpiy(ien 0a{a in NVH2 eHYH2 si t P�i 0 O L t � LL 2 Swiss 1=0 High Portamance Single Hung Vsryl High Flab-nm Stngb Hung Twln 06121r2027 No Yes No +Spy-60 2 Peas 10 Saba Single Hung Window, 54'K9p' Vinyl NOnlmppct Single Hung Wkalpa D710912022 No Yes No +45145 2 a Sense 10120 Wryl spy WMew(108•. 64') OTfl& 22 0711512022 Ale NO Vp Yes No RD +2p-26 +SO!-W 1 108erk3FlangeFlied 10 series 112'Florgs Flared Windom 0&25t2031 Yea � r�'♦g;4 d N ({� tea+ O (cc Composite (72'x8 la-) a Pala lO Series Single Hung Wre- 54"xST Vinyl Non-Inped single HollWrdo,, 07M9r2022 DTIOW29ZZ No Yes No Yam No No +5&-60 '51i DO Soon. 1CI20 VImyl Fired Wild-(S0'x 60') � p y„• co O to 3 Sense 1070 Single Hung Vinyl Single Hung Triple Conpasits(109' x 72•) 0&15I2027 NO Yes Fie +401.40 4 Sen1Q20SIrglo Hung VIV Single Hung THPI.Cpmpatine flow x53.7) 060312027 No Yes Me +3SV6 ae 4 Peas lO series Single Hung Wndm 48'x 73' Vinyl Non•Impoot Slnle Hun Window, 5 Papa 10 Serbs Single Hung window 38' xBr Vinyl Nonlmped Single Hung Window, OSY2212C22 No Yes Fie '55LS9 FIdBAaLala Prodwb . '' Vn^J O 5 eenes 1020 SIngla Hung Vinyl Single Hung Twin Cpmpwib(66:7 x 9g.r D&13I2027 NO Yes No +3IR-35 6 polls lO Serbs Single Hung Wnciow, 361x77 Vinyl Nen-lmped Single Hung Wmdow OTMN2022 NO Yes No +601-e0 -. OsalitwArulara Aswaxed how Us, Awravad For Use, I non, CU ^' � W L- a Series 1020 Sing16Hu VI Single Hun 'IWIn Com UB x5&6') DWI&2a27 aryl rig NO Y. No +36F35 7 Peso 10 Series 8ln llHUn Wngw p 62-118-x eO-VIn Non-Im roped 4Hun Window 1011712023 YI Ara b0 g No Yee w +8ry-0p CpreraptExelrntianDeb in uHL OutsMs HVHi Prraun yy 3 g ip � 0- 7 ng Sales 1020 akgle Hung 9 POs (72' Vinyl $lrgle Hung 7npb ConpssDa flow K,%&,) 08MR2027 NO YN No +36096 0 �g PrrduntMalel.MunblraeName ProduatDeeodctim �. ibaren4 .� � '.r-.• '^ • � V) O C 8 8ar1ss 102061MIe Hung Viny Sl 10 Hun Whom 46'K72' 015m7acal' ( ) No Yee rb +35f-3tf pL8ASH03-WB Product. : - 1 Ser1e 101p. Vinyl sued Window,{97 %78'} 07f1&2024 No yes No +261.45 + � -� .L: q,,� V 9 Sdnss 1MJ0 Singl¢HUng ng B VIrryI SIegIE Hung WlnclOw (4B'x5a-:1F2') Wf1612027 No Y. +3yy8 ld0MXAIIl : Alfterod For us, dg0@1■d,1, U, Imgld alwo 2 $ 80r1p410R0 Sense 1020 Virryl Oath Window (106'x84') 0711&2024 Vinyl Fixed WinCow(60• x801) O7n52024 No No Yes Yoe Pb 251.23 +splypCID ® ✓_ to 10 11 6af1.102DSIngle Hung Sar1.10720 Slngle Hung VIoyl Single Hung WlnrmJW■ 39.117) OBfi6r1027 Single 0611712027 Np No Yes yas No 1N0 Ne +3&36 +3:61-38 dmL{i Pradral Yodnt.Nueher a, Name Pralrat Dewrintian CarrkroatfieelratbnOw i HVH2 Outside HVHZ Waiaunt Prison �y s- Rp W 12 aenee ip12D Slngle Hung Vloyl Hung Wlnddw (40' x8C) Vitryl Slngle Hung Window, (38'x7T) 08n5f2027 No Yes Ivb +2rJ-gS 1 Pets to Barka Single Hun Window, 9 9 39'x90-Vies INonl Bln Ira Hun WlrKiow, 0g(22+2023 Y mP� g 9 Na Yee Yes No +dOL40 +4au45 9' G 13 Saiea 10120 Sllglp Huts Vim4 elrgle Hung Talln Comppsib (72'x Sia'1 OS(23/2027 NO Yes Fb +3SV6 2 Pellal03erbs Singlellung Wndow 54'x W%gmyl NORhnpaot Single Hung -Window Od0912023 OSMW2023 No No Yes No rb +5014D it 14 15 Zos 102081ng1e HU1g aene810'20 SI I¢HU ng ng Vinyl Single Hung Twin Comn0sft(S6.S x83.6' OWIN027 Vi SI 1e HUn 1WIn nyI ng g COmp08p6(S6.7xT) NO NO Yee Y. No Pie +35I.35 +35f36 3 4 Palle lS Serbs and] Hun Wntlpw, g g Peps lD Series Single Hung Wndow Sd•x83•Vln Npn•I p npod Singb Kmg Wbdc 36'x62•Vinyl N-Imenot Single Hung Window, 06122nC23 No yes No +5a5S 7 Q� 1S Seriee 1020 Single Hung [afi&2027 Mryl Slrgla HungT In Comppelte (72'x 72} 06l152027 NO Yes No +40M0 g Peas lO Sorles Single Hung Window, 52.1Wx 60. Wo Non-Imped Sbgle Hung Window 1011714C23 No Yes No +saLso 1s 17 Son. 10g0 Slrgae HUng Mori Fixed Wdh Single Hung Flanker; r0F x72w) 10W012021 No Y. No +301.30 CC 0 u Cl- FLIH138FR1] Pratluets to Ad Product Model. Nuu6w.or Nana godbAlRoMM ProdredDawdmiwl ceeneae EeairamnDma Aaraavad has Usa egg in NVHZ Outside HMHL IM= Malabnt 2WM Preowm 1 15D serlre orThermapbr or Encompass wAw4 High Vinyl Her Perbmoal Single Hung(42'x 7T) El171202T No Yes Me +5Dr.Sp Pmlomwoe Single Hung 2 130 amen inTh-star ar Enmmpess wAvaml High 'Aryl High Perfwmanm Single Hung Twin 0210027 NO Yes No +5ft-w P4rbrmomw Single HUM CgnOosbs(72'x@•y, 1f2') 8 110 Selo"Tharmadaror Eneors"as orAval SIMI* Vinyl Single Hung Trlpla CwnpoPb(109'x7T) 016(152027 NO yes He +40F40 Hoag 4 1S0 Serl. or ThermadararEarxmoaso arAYmm Bingb Vlmyl Single Hung TnplsConp.eelilOr xSS:.S') 06030027 No Vera No +3" Hung Florida Depart inmrt of Business & Professional Regulation Pepe l all Florida Dep9rWierlt of Business & Professional Regulation Pow1 otl Florida Department of Business & Professional Regulation Real e12 Building Codes and Standards end aD22 Building Codes and Standards S10=2 Building Codes and Standards 640=2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail . . -....Dab Mew_ A Enb Own � Dots Penile Done n so le. Deb PoMon 090 C-40. Endb,. Oft Duets Deb P rMse pale Tx"4 VeAlboh I1ew6oWror canna Eadoeer•Lim". widened ar V0010144 Sub FSCApOrwal Approved out* ink x4lb. Maauecturar cement Endn.rf Lin tse wtidabd aw wiwobd 8ab"Hsd FSCAaproval Aoerovod naw Ye�bn Mq*d" m Coe d Each.,& Lim Valmow Vagdabd 8u13mtbd FBCAllem of AaQrpvsd S*bM All -don 2a20 Peak Cmp0180n Joe Heydon 3pnill Window end Door James L RUdkoar, P-E. ® 07/1412020 07114f2020 07/2012020 Approved Anrm rb, 20M Pepe Corporepon Jae Hayden Bond Warren W. Ed -I., P.E. T.E. Lon, PE, LLC 0771441020 0711412020 0712WO20 Approve" Anmu9on 2112D Polio Corporation Joe Hyde BpMI endow ind0wr James L Buckner, P.E. 0771412020 07N4(2020 07120f2020 Apprawd Ca1pMy. Windows Robinson NanuledWwA3awleten, CBUCN Engineerig Catagerr. Wndws Robinson PE-44185 (661)02"45S coweary: Efderbr Dogs Robinson MenubOWlorAsswatlon CRUCKEngirwring Bp6Cntspary. Hwitomid8leor (841)0214aDp (561)421.9927 Subgafparlc HorbanblSuder (641)021.5= BabCptpvy. Sliding FpderbrD-Asaamblim (641)621-600 (561)4914027 eompgonce Edbod: Cergamidlon Mark or Listing pelloproduafapprowal®pe, Cp olis MalMd: Ewlua5on Report from a P¢Ileprodrdapp-9fil pe C-pliw Mxlbed: CenMrwdlon Mark or uotha pellapwdlrcteppro Qpe P..wm Fiords Regbeered Aran lbat or a Loaned Florida 116AOm Ila-M. FLW116140PIed(dee Pmiseslonal Englnaar - FI0484114:Pyodactx' flamgtleavrmo Anprpvad ore ua. Appmwd kw, use Im0191 gBad9 PLAM2311.R4Pmdude idIm8DL6Ylomd A9orEr9d IN, Uee B9a[m■d.heL{LN Immty 211Hgl1 E. Product Mend. Number ar Name Product Dwillen Caomek6xeirebu0an I. Irw outsYa HVNZ Iisaildso Poses, gsolilyAasurwNr- AspNuad For Uw Approved fa Use 1-0m Design Awl Predud Model. Number at Nome "Inot DewriotiarY Centrxt6xelrntbn Den in 4HZ Outside MR L Rae(sbor Wesausi 1 Serbs 1020 Sliding W1rd0w Mnyl Siding Window COX or No, 7Z402- x 60•l IA127t2029 No Yes No +301w amP, Produd Medd.Nu lower Noma ProduelLbwAoilm Cedrael Exiondbn Dab In HVHL Outside HMHZ"Rolston Poo"" 1' Earn 1070(25 Sliding Glass Door Wryl 2-Panei'0081Ming Gless Door fall xgb'} 1.1I30I2021 NO Yoe No +25L25 2 Sehee 1020 alliong Wind" Mnyl SOdlng Wind-PX o, XO, 73-112-X36') 0328f2023 No Yes No +M,35 1 SvW.10S1ld1MWindex 3enea 10 Vinyl FaMod Sliding Wlmbws W102081 No Yes No NIA 2 Sege 102(l26akIMG1.s Door Voryl Single "I "0'Dpor (Sklellle,.34.1&16' 16/2812022 No Yes No +3S536 a 4 Sell. l(2D Sliding Window Series 1020 gilding Window WnyI Sliding Wndow(%CX, 1OW XW-) DM470023 May! Sliding Wnldos•(XOX, 108' x 36') =702023 No No Yes Y. No Ale +3DV0 +3BL39 3 4 Seriee 1020(25 Siding Gless Dear Sew 1N20(25 Sliding Glass Dods xS1-1r7) Vinyl ZlPxnN'O)' Sliding Glass Door CrX x 6T) ICMW2021 Vinyl 8bglp Panel Food Dow(SldWal, .47-1r2'x 03rAI2(122 No No Yes Yes No No +3" +ai'm f11121YA1e Pnrdrela. - 96-1129 Or41I1YAaswww" ApomvM For Use Awrownd far Uas D4eigo 4Ila. Proo l Mantel. Nunbar or Nair Rmd.libeeridiwr CanhaetEaeiMbn Dees in Hwa Outside HYM Fbtik.t Pv�i ve�m 1 Series 140 or Errrempan orAwng Stag ig Obas Door W04 24a melf vO1C 9111JPV Glass Door (SS-1!2• x 0042412031 No Yes No +2BL25 95.112-) 2 Seri. 180 or EnslrnPeas orA-tl Sliding Glans Owl Yhryl abgle Panel Fixed woo 0.(awl De, 85-17£K 02MW032 No Vera No +41V-40 81-114-) 3 $.Ion 150 or E-pme orAmong 811ding Of. -Door Vinyl 24 prol *OX• SIWIng pane Oow.(72 .82), OBN50022 NO yes Ni +SR"4 4 Swiss 1W or Fjw."as or Among ak" Ob9sDoor Msyl Slngle Penal Feed o' Door (SHNab: 47-1r2'x 102/1512032 No Yes Np +250-25 06.112� 7L=48414 PmdW6. Q,wII rA,wsrx a yggrorad oar Use Approved for Use !ago liter Mae Product Nadel. Nupbw at Name i CoEwelnebn Dan in NMHi OuMNe HMNZ �i m PMOOM 1 Swiss 180 or ForoompeseorA"M0 Sliding Oban Door Vinyl 24gn¢I'CX' Sliding Slass- Door (06.7t2•x 0012402031 No Yee Me +25%," 95'112-) 2 Series 130 in E1sumpaso orAvwd Siding Ohm Door Vinyl Single Perini Fixed Xr 0-1(Sldeille, a&10X 02MWO32 No Yoe No +40y 40 81-112') 3 aeries 150 ar Eneampees orAwnB Sliding.0440 fiber Virryl 24rerrel n7%• SlidingGlsea Door(72 x 82') 06f202O82 NO Yes Me +3635 4 Sens 150 in EcornPeas orAvand Sliding ULM Door Vinyl Slngle Perri FIwo M' Door (311*1ink 47.19' x 02160032 No yes 40 +261-25 fl8.1129 E W Z co > CIO O L 0L O Q L U O L < CL (1) CLLL) m Q ton- O L w� a Z� z Q J d SHEET NO. March 6, 2023 PA 1- I Ii Ii- -- _-T -I I I I I HII 11 I I 1 1 cr'a Simpson Strong -Tie 2020 FBC Approved Products upaetad,2rsorzg2o � Simpson Strong -Tie 2020 FBC Approved Products updatad,zraorzo2o � Simpson Strong -Tie 2020 FBC Approved Products updated,zr N c- U LO t` C= U O i� U cd � M Co Cn U _- O O L O O U_ .� O Q �_ � L_ Q, L O �- O �/�� .CI .� V J Q ♦^�1 W ^ , W r� V O O O L V! U m n� 1..� o CZ w �^^11 W Z J z Q J a SHEET NO. PA 1.3 CIO 3ono2o � Simpson Strong -Tie 2020 FBC Approved Products o�pti6tetl,2J30 020 co e 17 MGU3.63-SDS, MGU5:25-SDS, MGU5.50-SDS; MGU5.62-SUS, MGU7:00-SDS Face -mount tCD rap Ties 21 SP4: SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 for Concrete CZ 7 HGT-2, HGT-3, HOT-4 > MtAMI, )ZAM-DADECOUNTY MM PROPVCTCO21qTROLSECrMX PGTIndusnieslne. PGT Industries. 1nc. a) 0 L_ = _0 (D CL PGT Industfies, lur,, (D CL 0 2 I IW%'SW,26 Sft-iaeL Room 2011 '1474 NOTICE OFACCEPT-AINCE: EVIDETNCESUB-AlUTIED NOTICE OFAC CEPT-ANCE: EVIDENC E SUB11ITTED C: -0 -DEPARTAMNT GF REGULATORYAND ECa-VOWC RESOURCES OUR) MiML Fionft 33315-� BM4RD.kN'D CODE Dn-MGN T(7W)31,5-2590 FCAkT31.f-2594_ NOTICE OF AC(:TPTANCT: EVIDENCE SUBMITTED (D Cn JADAMNISTRATION NOTICE OF ACCEPTA-NCE 1. E-ddence submitted underpredous-N-0-4 D. QUALITY ASSUTL42NCE Co U) (N-TOA) A. D KAW 0NIG S B� TESTS (continued) L Miami D2deDepartment of Regulatory and Economic Resow-ces (RER)- rl-. CV CIA 110. -Iral CCZ PGTIndustries,lac. 1070 Techno4o&v Drive, L Manufactur:!es the drawings -and sections. 5. Testrepofton 1) Air Infiltration Tev, per FBC.., TAS 202-94 0 -0 0 _N'orthVenice, FL 34275 (-_�ubniftteW under YOAX& 11-0107 041 2) Uniform Static Air Pressure Test, per FBC_ TAS 202-94 E. XL4,TER_LXL CERTIRCATION'S �F. 0 LL = - - SCOPE: 2- Drawing No. _M, D -5 5 7 0. 0 t itled I Tiqyl Sl id i ng G la ss D o or N OA (L2YV S hee ts 1 3) Watff Resistance Test- per FBC, TAS 202-94. 1 Notice ofAcceptance No. 15-0328.14 issued to Vision E.xtrusion Limited for tig-W 5 - 0 - 4- This NOA isbeingissueduuder the applicableruies andreaulatims governin jAteriah.The g the use of constmetioun through 21 of 2 1. prepared by manufamirff, dated 10,105115, withrevision. A dated I 4) Large Missile In4xact Test per FBC, TAS 201-94 ­111the Rigid PVC Exterior Extrusions for lVindews and Doors". dated 08,; 13/1 0 > -D -0 E 2 docurnentation,submitted has, been re -viewed and accepted:by Mianii-Dade Count�vRER -Product Control Section to OV05117, sigrked and sealed by A- Lynn. MMer_P_E_ 5) Cyclic Wind Pressure Loadingper FBC, TAS203-94- expi rg on 09.130"19. Cw= (1) (1) 0_ D be wed in Mann Dade C-o=y and other areas where allowed by &e Authotity limmg Juri-,&ctwu (AHJ). 6) Foired Entry Test- per FBC TAS 1-02-94 2. Notice of Acceptance'No. 16-4920.08 issued to Vision Extrusim Limited for their -17 In 40- _013 C1 TILis NOA shall no tbe valid after the expiration date stati ed below. The Miami -Dade County PrGduct,Control Secion B. TESTS -ithni -up drawings and ingallation diagram of vinyl sliding glass door prepared alongw arized 1660 Tan 202 and light*,r Shades (Non ­White) Rigid PVC Exteiivr Extru, sions f U) < k1n NfiamiDade County) andlorthe.MU (in areas other than NUami Dade County) reserve the right to have this 1- Teg report on 1) Uniform Static Air Press -are Test, per F_BC­ TAS _V2­94 by Fenestration Testing Lab- Inc., Test Report No. FIL 8_549. dated I lV61.5, signed and Windows and Doors"- dated 11'081115- expiring on 12129il-1- product of material ttstedfor quality asamranceputposes. Ifthisproduct ormatefialfails topedolmift ffie accepted 2) Large Missile Impact Test per FBC_ TAS 201-94 sealed 1�y Idaln�s Ortega, P. E_ (Test report m2ised on 12/04�1 5 and 0211 l/ 16) 3. Notice of Acceptance No. 1-"528.15 issued to, Vision Fatrusion. Limited for their ulann themanafketwwwill incurthe expense of sucli te-sting and the -AM may immediately -revoke- mo dify, o r 3) Cyclic Wind Pressure Loading per FBC,- TAS 203-904 6, Test report on 1) Air Inf&ration Test, per- FBC_ TAS 202-94 "Brown Coated (Painted or Laminated) V�Iite Rigid PVC Exteiior Extrusions for suspend the use of such product of material within their jjUfisdictkm. RERresei-ves-t.heriEhttotevokethi5 along with ruarked -up drawin gs and imstallation diagram of vinyl shdmg glm door piepared 2) Uniform Static Air Pressure Test- per FBC_ TAS 2102-94 Windows and Doors" dated 08,'13!15. expiring on 093 acceptance- if it is determuied byNfiami--Dade Countyftoduct Control Section that this prodactor material fails to byFenestration TestingLab, Inc.,, Test Report No- FTL 8717, aaled 11W,115, signed and 3) W, ater Resistance Test, per FBC' TAS 202-94. 4- -.Notice of Acceptance No- 16-0712.02iss;ued to ENERGIFenestration Solutioris USA, meet the requirements of the applicable building code- This product is apprcneedw described hezein and has been designed to complywith the Florida Building Code. sealed by Idahnis Ortega, P_ E_ ('Test report rndsed on, 02-115/16 and 02,24,1`16) -1 4) Large Missile Impact Test per FB C, T-A S 2 01-94 Inc. fbT their L`TAN_ 31BAO and Lighter Shad*s (Non-S%lifte) Rigid FVC Exterior including the Ifigh Velocity Hurricane Zzw- 2, Test report on I ) Air Infiltration Tes;t.. per FBC T_kS 2 02-94 5) Cyclic Wind Pressure Loading perFBC, TAS 203-94 Extr-usions for Windows and Doors" dated 09il5il6_ M_,iringon02j04121_ DiEsC-RIM 0_1N- - Series - 55 761777 0 - Viny I Sliding Gla ss Door (Reinforce d) w/wo 9 00 & 13.0 corn ers-L MI. 2) Uniform Static Air Pfessire Test � per FBC, TAS 2022-94 alongwithmarked-up dmwmgs and installation diagmi of vinyl shdmg glass door- prepared 5. Notice of Acceptance No- 1"712.04 issued to ENERGI Ftneqsratkm Solutions USA. "Bro "Vm34 3) Water Rksistance Test, per FBC. TAS 202-94- by Fenestration Testing Lab, Inc-, Test Report No FTL 9-55-52- aafed llt4/15, signed mid ir nze an d L jghter Sh a ties o f Ca p C oated Rigid PY C I xtedo r Inc- for their, Dra g No. _MD-55770.6 Rev R titled Sliding Glass DoorNO-A fL2vi)"_ dKet AITROVAL DOCL-NMEN-T. win 4) Large Missile Impact Test per FBC, TAS 20 1-94 s�_� by Idalmis Ortega, P.. E. (Test report revised on 02115,-201,6) Extrusions for NVindows and Doors" dated CO/1546- expiring on 04116i2O. )121 of'2 I- I throur last revised on 0110h,21, signed and sea , prVaredby mainSactruw., dated 1 0.�05)15 and led by 5),Cyclic Wind Pressin, m Loading per FBC, TAS A2,3794 7. Test report on 1) Undfbim Static Air Pressure, Test- per FBC, TAS 2021 -94 6- Notice of Acceptance No.. 1"71 L03 issued to ENERGI Fenestratim Solution's USA, A- Lvnn. N�filler. P.E_ beafing the Mami-Dade CovntyProduct,Control. Reiisionstanip with the., Notice of 6) Forced atry Test, per FBC, i_�S 202-94 2) Large Missile Im;mct Test per FB'C, TAS 201-94 Inc, for their ­X�hite Rigid PVC Exterior Extrusions f or Windows, and Doors- dated Acceptance nun-ber and expiration date bythe Xfiami-Dade County Product Coned SectionL alm withmarlmd-up drawings and instzilation diagr= of vinyl sliding glass door- prep2red 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 0910[1 T expiringon 02,128118- �1 IISSILE MY ACT IU Tr, %-G. La rge a n d S ma H'Ifiss ile Imp:ac t Re; ista n t byFenestration Testing Lab- Inc., Test Repoit No. IFTL 85.46- dated 11/06,15- Sig and along viathmarked-up �rawtngs and inAallation diagram ofvmyl sliding glass door, prepared T Test reports No(s). I O-W2-792(A)� 10-064MO52 7. 535 75 3-09, per ASTNIE-84- Limit a do ns I - See table I (sheet 7) and table 2 (sheet D fbTapplicable SGD unit sizes- design pressures. rem orcements types, f sealed by Idalmis Ortega, R E. (Test report revised on OVK16 and 02/11:2016) I by Fenestration Testing Lab- Inc.. Test Report No. FTL 6638 (;a�. A-1 tluu A-22)� dated AS -BM 1929 and ASTMD-63 5. issued by EXOVA to Vision E-vnmon for cellulosic glass t)Tes- sill nser (siee tables B-1 & B-21. sheets 7-8) and anchor layout sheets requirements in 11 tbru 16- 3, Test report an 1) Air Infiltration Test, pefFBC, TAS 202-94 1 - 11 1" 9110 � signe d and se aled by Jof ge A- C au so, P. E - (Sit b n i itted u n der JY OL -4 iY a 11 - cOu4)OSite fnatffi3l- - Rigi White FVC, Tan (No n-white) R;gLdPVC andBrovai coated (Painted or lammated) white RVdFVC to be 2) Uniform Static Air Pressu;re per FBC, TAS 202-0-4 Test- 0107 04) (Submixed under X0.4 Ao. 114107 04) z _A labeled per ref esenced NOA'-. reql=v_�& 3)%TaterResist=ce Test� per FBC, TAS 202-94 8 Test report on 1) Air Infiltration Test- per FBC_ TAS 202-94 S. Notice ofAcceptance No. l",916.11 iss to Kurway America.. Inc. for theff 3. Egress operable doors must comply with min clear width or he.i&t per FBC requirement as applickle- 4) Large Missile Imp2ct Test per FBC_ TAS 201-4-4 2) Uniform Static -Air Pressure Test. per FBC. TAS 202-94 "Seaw-Gla-v:9 (Clear and W`hite) Interlayeil.. expiring on 07/0411 S. 4. Po-cket walls under separate apprwat to bere,�iewedby Buildiagofficial 5) Cyclic Wind Ptesssum Loading FBC_ TAS 203-94 " Per 3) Water Resistance Test, per FBC, TAS 202--94- 9� NoTice ofAcceptance No. 16-1117.01 issued to Ku zway America, Inc- for their LABEIX�'G: Each unit shall bezr a pennanent label with ihe ma=fhc=eeY;. name or lop , � city, state and series and 6) Fared Entry Test, per FBC. TAS 202-94 4) Large Missile InTact Test per FB'C, TAS 201-94 "Trosifol,1', 11trackar. Clear and Color PN7B Interlavers-'. expiring on 07AD&I9. following stateAimnt': "Miami -Dade County Product noted hereia- along with maiked-up drawings and installation diagram of vinyl sliding glass door, prepared 5) Cyclic Wmid Pressure Loadingpei FBC. TAS 203-94 W 1U'_N-EW.A.L of flusNOAshidfl be consideredafter a reneiAngApplicatica has been filedand there has beenno by FemstMim Testing Lab, Inc., Test Report Nic- FTL 85-47. dated 12,104115, signed and 6) Forced Entry Test. per FBC_ TAS 202-94 F, STATENNIENTS change in the applic&lebuildimg code negatively aflecting. the pnfamunce ofthis product- sealed by Idahnis Ortega, P. E. (lest repat revised on 02A 516) along with matked-up drawings and installaticn. diagram of -tmylshdmg glass door prepmed I - Statement letter of confonnmce with. FB; C--;& Edition (2,014) and FB C-dtk Edition T E RMV�A TI 0 _N� o f this NOA will oc cur a f ker the expm' t ion d -ate o r if th eze ha s b e e a a r e id-sion o r e han ge in th e 4 - Test report on 1) Air Infiltration Test � per FB C_ TAS 202 44 by Fenestration Testing Lab, Inc- Test Report No- FTL 6337 ��amples A- I thru A-'5). dated (2017)- issued by manufacturer, dated OVI 4!17- signed & sealed by Lynn Miller, P.E_ materials, me- an&or mamdactme ofthe product orprocess- Niiiiw-e of tbk- NOA as an endorsement of anyprodrict, - Test. per FBC-- TAS 2,021-94 2) Uniform Static Air Pressure 410, s - miso. P. E. (Vu bm iffed n n der A, 0-4 A`& 11 - 11106, igned and sealed by Jorge A. C 2- Statement letter of no financial interest, dated 0411 & IT issued by manufacturer. signed for sales, adveitsing , of my offiet purposes 3bA autan=c ally tenninate dw NOA. Failure to conply with any - 3) Water Resistance Test, per FBC. TAS, 202-94 610Z09)_ scaled by Lymn Nfiller- P1 - .section of thLs NOA shall be LC ffUs�_ for terniination andremoval ofNak. 4) Lxge Nfissile IM=t Ted per FBC, T-AS 201-94 3- Letter of lab compliance, part of the above test reports. XD A T R TISE-AIE-N T. The N OA nu mbei prec eded b y the words INfia mi -Da d e C maity. Florida, - and fo Howed by th e 5) Cyclic W, ind Pressuze Loading per FBC, TAS 203-9-4 C. CALC'ULATIOINS 4� RER_ Test Proposal No. 17-0387- dated 05�,05/17_ sigwd by Ishaq Clmda_ P.E_ expiration dam maybe displ2wdin adiw6sing litemIture. Ifanypottion of the NOA.is displayed, then it shall be 6) Forced E&ry Test, per FBC, T_kS 202-94 1- Anchor verification calculatmus and structuml analysis, Complying with FBC-2014, done in its entiret� Tep red along with marked -UP draivings and installation diagram of vmyl sbdmg aim door- p a prepared by PGT. dated 1 1%fl 5and last rei 2 on 02,115116- signed and sealed by G. OTHER INSPECTION. A copy offilis entire NOA shaUibeproiicled to the user by1he manufactinu or its disuibutorsand by Fenestration Testing Lab, Inc., Test Repoft No. FTL 8_54& dated 11044 5- sigmd and Anthany-T, Mller, RE-tSubiniffed uNderN,0A JVe. 15-1,210. 61,)� L Notice -of Acceptance No. 15-1210XI, issued to PGT Industries, f6rthtr Series shall be av,", able for inspection at thejob site at die, request of the Building Official. sealed by Idalmb- Ortega, P. E, (Test report revised on 0 1 .104116 and 02/1. Ll 6). 1 Glazing, couplies. with ASTME-1.300-09. 1-5 -in I Sliding, Gk-A, Door (Reitif orced) - L.Ml-,"7 ex�pirin�g On 04/1 *21 5570Y2770- X Y This NOA r evises & reneyn N0A #21LL04 29.05 and consisft of this pagge I and e3;iidence pap; s E- 1- E-2 E-3. E-4. fy" E-5 & E-6 as well as approinal document mentioned abom-_ hhaq L ChanAa. P�E� IA2 q 1. Chmndla. P�E. Isha q I Chanda, P1, Thesubinitted dccunwalabm was mdewed by Isliaq L CLanda. P.E. Product Control Unit SuWiiwr Product Control Unit SUper'vis*r Product Covw-ol'Unit Sup*r-6sor X0A INO. ii-02.0s.03 NOA -No. 21-020-4.03 N110A No. NOA No. ! I A 2 0-5.03 0 UNTY F_xpir3tion Date t April14,2026 ExpirationDate. Apri]14,2026 ExpirationDare- Aprill.4.20`6 ]Expiration Date- Apri[14,2026 Approval Date-Alareh 15, 2021 �Vproval Date- Mardi 2-5, 1.021 Approval Daw Xfarch 2-5. Nal Approval Date: Afirch Z'S,_20-21 page I 1E -1 PG1 lndustde-i. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDEI-XCE SUB-N]ITTIED TNOTICI OF, ACCEPTAUNCE: EV]METN'CE SU-,BXUTTE_-D NOTICE OF ACCEPTANCE: EVIDEN-CE SUB-WFIE 2. EAdence Submitted under prex ions submittal E. XLXTER-LALL CERTIFICATION'S (continue) 3. New Evidence Submitted 5. Quanex Part, 8uper SiDaCer 'Standard complying with AM. I C518 Thermal Canducthity A. DR A NIT, iG S 0-88 1 BTU-iul hr.-ft2-T,, ASTM F 1249 NkArIR-Pass. ASTIM D3985 QqTgen-Pais, ASTM E A� DRAINTiGS 1. Draw kg No. AID-5 -5 70.0 Rev B, titled -Vinyl Slid ing Glass Doa NOA sheets 2190 LG_ Durability -No Fog -Pass. (Submitred underpresions A70A.Viv. 15440_9.05� 1. Drawitug NO- AID -55 X 0 Rev B, titled �`Vinyl S lid ing. G lass Dow NOA (LIM)"_ She es I I through 21 of 2 1, prepared by manufacturer- dated I 0;U511 5 and last revised -on through 21 of 2 1. prepared by manufacturer . dated 1 M5�1'1 _5 and lastrevised on 0210 1 �'2, 1- U) 04j'22-Q0, signed and sealed by A- Lynn Miller, P-E, 6. Quanex Part Duraseal comply�g with ASTM C518 Tbernul Conductivity-1-22 BTU -in,' signed and sealed by A. Lynn?vfiflff, P.E.. hr_4e-'F, ASTM F 1249 WVfR­Pass_ ASIM D 1434 Argon Pennean-ce-Pass. ASTM E . Note- S replacement of same exising in_qa1lation screw with flat head- This Je%'_i5i0nL Consis- B. TESTS 219-0 I.G_ Durability -No Fog- ASTM E 546 Dew Point Development -20'F in 48 Ims. 1. Test reports on: 1) Air Infiltration Test- per FBC. TAS 202-94 (�Subrn iwd under ATOAX& 15-0469.0$)� (D 2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Ex1rusiGns- Ltd- Parts comptyring with PVC-AAMA 303-13, Vo1u_ntarVLSpeCff Ication B. TESTS 3) Water Resktance Test- pef FBC_ TAS 202-94 for Rod Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extnisions- Ltd.--V-EX- I by 1. None- 4) Large Missile: Impact Test per FBC_ TAS 201-94 AAMA Fenestration Exterior Profile Catffication Program- (Su4mhA-d under JIV0.4 �Na I S- C CALCULATION'S 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 040AOrs) L None- alon g with marked -up drawings and installation diagram. of all. PGT Industries.111c.. 8'. Visim Extrusions- Ltd- Parts complying with PVC-AANIA 3,03-13- representative units listed below andtested toqualify Dowsil 791 andDowsd 983 silicones, (Submilted underX0.4.1Vo. 15-0469.05) prepared by Fenestration Testing Laboratory. Inc... Test Reports No.: 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl CUoride (PVC) Exterior D, QUA-LITY A SSUKAUNCE c- FTL-7897. PGT PW-5520 PVC Fixed Window (unit 6 in proposal), dated 09�03/14 Profiles for Vision Extrusions, Ltd--VEX-1 by AAJ�IA Fenestration Exterior Profile 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-10-1107.1. PGT SGD780 Alumimm Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program- 2107.2, PGT CA740 Akum Outswing Casemeat Window (Mlit 8 in. proposar) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestra- tion Solution- USA. Inc. for E, 3kLATERLXL CERTMCATIO-NTS 2107.3. PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and IFTL-210-2107.4. ffim --Ian 3040 & light shade (non­whitj�) Wltite Rigid PVC Everior Extrusions for L Notice of Acceptance No- 19-0305.02 issued to Kuraray.America, Eac. for their > PGT PIN7620A Aluminum Fixed VL.Tindm, (unit 10 in proposal) dated 07,113f2O. all signed Windows and Doors". expiriag on 02104,!21. "TrosHoW Ultrackar, Clear, and Color PVB Glass lnterlayers�_ expiring on 07MK4_ 0 and sealed by Idalmis Ortega. P�E_ 11- Notice of Acceptance No. 1,&0122.02 issued to Energi Fenestration Solution, USA., Inc- for .7 Notice- of Acceptance No. 17-0808.02 is -sued to Kuraray America, Inc. for their their Se wis �11`kite Rigid PVC Exterior Extrus6as for Windows and Doari'_. expiingon "Senti-yGlasg (Clear and Wifte) Glass Intertayers"_ expirink on 07104�23_ > 0- 0- C. C-A.LCITLATIONS '7& 0212g,23_ 3- Notice of Acceptance No. 18-1106.10 issued to Vision Exttusions Limited for tbeir "Brown 0 1, Anchor verification calcUatiow and structural analysis. complying with FBC 'otice of Acceptauct No- 20-020-1.03 issued, to Energi Fenestration Solution, USA, In 12- N c for -tinted or Laminated) N�Iite Rigid PVC Exterior Exn7m Coated (P. for, 11indow S Edition (2020)- da, 04,222,420, prepared by manufacturer- si, sea. by ted gned� and led theii* -Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors7_ u4*in,gDn 09130...'24- AnthonyLynnNEAer- RE, INTindows, and Doors". expiring on04/1625_ 4- Notice ofAcceptance No- 18-110611 issved to Vision Extrasimis Limited for their series Glazing complies %ith "kST-M E 1-"0-04, �", -12 and -16. "VE 1000 Tan 2 02 and [khter sb ades (Non -White) Rigid Cellular PVC Exterior D. QUALITY ASSLTRA N C E F. STATE?kf ETN­TS Extrusions forWhadows andDoors7, expiring on 12�29,121. 0 Nimmi-Dade Departinenl of Regulatoryand Economic Resources (RER). 1. Statement letter of conformance to FBC 7& Edition (2020), dated 04+212CO. issued by -T, L_ CL manufactLaw- signed and sealed kyAnthony Lynn Miller, P-E STz4LTF_Nff IN S E� KITERLAL CERTIFICATIONS 2. Statement letter of no financial interest and of independent- issued by manufacturer, dated I- Stattement letter of conformance to YBC 7' Edition (2020), dated 0101�21. issued by (3) 1. Notice of Acceptance No- 19-03(05.02 issued to Ktu-aray America. Inc. for their 04/18r-20, signed and sealed by Anthouy1ym lyfiller, P_E_ matrufacturer- signed and sealed by Anthony LymnMiller- P-E. "TrosifoF9, Ultraclear, Clear. and Color PVB Glass'luterlavers7, expiring on 3. Private Labeling Agreement document t; etween PGT. daled 03.30V15 and signedt�y all 2- Private Labeling Agreement dated 03,D8,21 between. PGT Industries- Inc. and CGI OTU8124� inuol;r-d par fies. Windaws and Doors Inc.. signed by Dean M. Ruatt P.E.. VP. Engineering. on behalf of 2. Notice of Acceptance No. 17-0808.02 issued toKuraray America, Inc. for their both companies. < .SentryGlast (Cipar and A1,1fte) Glass Inteflaytws". txp=-- g on TD412 0 1 G. OTHERS 0- 3� Notice of Acceptance No- 18-1106.10 issued to Vision Extnnions Lim�ed for- their "Brown 1. This NOA revises NOA# 17-0420M (PVT w,,CGI) and updates to FBC-1020 (-("Edition), G. OTHER-1-3 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions txpiring 04021,1221- L This NOAL revises & renews INO.A.4120-0429.1k-5 (PLA w;CGI), expiring "'14w'26� for Windows and Doorc.", expiring on 0930,124- RER Test proposals #19-1155 5 dated 0 1110;'20 approved by Isbaq L Chanda- P_E_ expiring 2. The current associated PLA CGI file #21-02K 01- expiring 04,14Y-26. 4. Notice ofAcceptanceNo- 18-1106.11 issued tolv-ision Ex=konsLimfted fortheir 041"14,21- series L"IT 1000 Tan 202 and lighter shades (Non-'"lite) Rigid Cellular PVC LU Exterior Extrusions foi-N-N`kdows and Doors-- expiring on 1_129r)1_ < `aQ Ishaq L Chaud2, PX. Ishaql. Chanda, P1. T-h- 1� lchanaa.. P I Produel Control !Unit Fjupeniwr PM(IUCt 4COnftot Unit Supervisor z Product Control'Unit Supenisor ',N- INOA No, 2 1- CF! 0 S '03 NTOA TS01 21-0201.4.03 0 A I - 0 2 @ -.5, 0 Expiration Datel� April 14.20:6 Expiration Daie. April 14.1026 ExpiradGn Datin, Ap:Fzl 14,10,26 Approval DateAtarck 2.4", :0.11 Approval Daie� XLircia,1451 201 CL ApprovalRatt. Aiarch 15,2021 _65 E -4 SHEET NO. March 6, 2023 PA 1.4 [it i ___ - I __ __ - - - I - - - I I I i : � fi, 1: A I � .1 � I Ll IA.Aili_­�Ikh �- d"JI - "_ � 1A, I I I i I 1 11 -1 1 _F_ I I 1 11 1 1 - ------------ T_ __ - [ (D >0 45 =3 MIAMI- MIAMI-DADE COUNTY F " C _0 0 0_ 0 0 oma PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1) c- 0- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Vita = BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0 E Cn -L— =3 Co -(0 NOTICE OF ACCEPTANCE (L-�iQA) MMa.miamidadegoy/econemy CO -P'4 U) (D -0 0 0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 0 L_ (D 6324 County Road 579 A. DRAWINGS A. DRAWINGS 'Vi -0 A. DRAWINGS 0 C)- C 0 Seffner, Florida 33584Drawing 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of sheet 1. Dra-wingNo. FD4612, titled 'Precast and Prestressed Lintel Details", sheet 0 LL_ CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, tilled ", 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. S! S r-. 1 '2 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 " 6 " & 12 ;- 0 ?�t CP 0 to 0 Co 0 > U) SCOPE: "Cast -Crete 4 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, tilled "Cast -Crete 4 ", 61' & 12 " Lintel Safe Load Tables`; sheets I 21 all '* ".0 Lintel Safe Load Tables", sheets I through 3 of 3, last revision dated 0611 all _-0 E 2 (D This NOA is being issued under the applicable rules and regulations governing the use of construction materials, Craig Parrino, P.E., dated March 24, 2003, Iasi revision #1 dated 28, 2003 both through 3 oj'3, prepared by Craig Parrino, P.E., dated March 24, 2003, last cc :0 .5 prepared, signed and sealed by Craig Parrino, P, E., on 08119114. 4a Cl) U) 2 CID The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on 40 ce. .;- X3 'n co _+� U) < Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS (AHJ). 1. Test report on flexural testing on 4", 6" & 12" Precast Concrete Lintels Filled and B. TESTS 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the A_HJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 304044 dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E. signed and sealed by Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None. modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCTiLATIONS D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, dated 05129103, 207pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane y Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: (Cast -Crete) 411,611 & 1211 Higb Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612. titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter m Cast -Crete Corporation, dated February 03, 201Z signed and sealed fro I Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PR.EVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. z MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, filled "Precast and Prestressed Lintel Details", sheet I of 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None. B. TESTS County logo. "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by L None, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., .dated March 24, 2003, last revision dated.March 11, 2008. B. TESTS C. CALCULATIONS W change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None, 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with C. CALCULATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None, D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofReg-ulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1, By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1, None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helm%y A. Makar, P.E., M.S. elm A. Makar, P.E., M.S. (5i4teliny A. Makar, P.E., M.S. C/Helmy A. MakaP.L., M.S. P net Control Section Supervisor net Procruet Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0 NOA No, 20-0630.15 WMAMPDAME COUtMM Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date- 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/2012020 Approval Date: 08/20/2020 Approval Date: 08120/2020 Pagel E-1 E-2 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. L None. C. CALCULATIONS C. CALCULATIONS (D 1. None, 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). E E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L None. (D (3) F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc.. dated 06111120by , signed & sealed Craig Parrino, P.E. co 0 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of > L 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables ", sheets 1 0 through 3 ol'3, Prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATIONS 1. None. O_ —0 F. OTHER Article of Conversion for a Warne change. O1. L_ W C41elrny A. Makar, P.E., M.S. JAR Z�_ Helmy A. Makar, P.E., M.S. CD Product Control Section Supervisor Product Control Section Supervisor M I NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 < Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E - 5 SHEET NO, March 6, 2023 PA 1.5 y------------------------ IK / I I Ll ECO iNc\ - TILLIT TESTING & ENGINEERING COMPANY ---- - --- WAT.TFR A. TILIM JR., 111, U1tt1-@B-L-- � YL P4 Liv- 'N.YY114167 PL C.11 Ll­ 911. 0 06719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEWRY- Storm Panels PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global P x0r,gon Prridu&J1JLL,r­ 4800 S.W, 51 Street Davie, Flarida33314 I . PURFO-SE -OF-FVALAUATI-ON: This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (Sptem ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method I D of the Florida Department of Business and Priallessloinal 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 equivaleritto 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 NIMITTED. 2.1. PROPUCT EVALUAR ON DOCUMEN11T.4P.E.D.)m Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thrUf 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712812020. This drawing is an integral part oflpls Evaluation Report. I'k,111 IDY," ,,,�,%,'�tR A. �Q'�,!4, .. I ... , /� *T1 , ­ �, c - ,.-­�\CEN ".."VA I - 11�-�77- -- - - , 15�� - 11 1� -- -,r--,r - No. 44167 -', '--= , 71,11-z" ", I= *1 ! ,, . : .* ,*! , , ­ = ­a,� - ., .. 4Z , - 1r, I - "---- I I , . - S *.­."40 ST .. P.1mliiT..., 6355 N.W. 36th Stroet, Suite 305, Miami, Florida 33166 - Phunc: (305) 871-1530 - .. 6--, ofilIql1l'i I I 2 22-T-EST-REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P-E.r, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 1010/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundc, Largaespada, P.E. and Henry Haftem, P.E. Tensile test report No. 9CM-1 97 by QC Metallurgical. Inc., dated March 13, 2009, signed and sealed by Frank Grate, P-E. 2.3.S .RUCT RAL ENGINEERING CALCULATJON-S - I U -: On 20 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 161 0 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103108 and 03f 12/15, signed and sealed by Walter A. Milit, Jr., P.E. 3. MISSILE IMMCT RE.SI$JANC-E La ge missile Impact under Section 102d of tile Florida Building Coda, as per TAS 201 Protocol. 4i WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,18, 19, 20 25 and 26 of 26, (if Product Evaluation, Document (P.E.D.), drawing No. 20-176� 1ASIALLATIO-W Installation shall be performed strictly in accordance With details indicated on sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Documentt (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14. 16, 25 and 26 of 26, of Prodact Evaluation Document (P.E.D.), drawing No. 20-IT& 'S'YE01141yel", .,o,,*�� N � TQ/ ,"'. .0 "� - - - � - ... �� ,I,, �. V " ,�, �., . 4/ "'. ,p�,, \�GENSe. .� ,- %. �� - I , , , , -- ,,---T�-� Z�� *' � I 1 , z --- -­-­­--±--ty- -� A4 67 1 % 1*- - -��!"-, 4*� * ., Z ,e .,--, I - / I/ -S -0---. STATE OF ,.`,9�-JF � -'P, - P i,, I I,,- I ,,,� 0 , - ,,�,,, tORI� ."4\, ZO -,,, �,W.­­ - - - q� 0' 1% S/0--, 0 xx .......... J,1 I'l 1,�-k Y`I�Y I, �,,* I GENERAL N : 8 3) . CASE THAT PRECAST STORE, OR PRECAST CoNcREYE PANELS. STUCCO cq, WOOD BOARDS BE FD,.IND ON Hit OM FOR I ' 11111YE !91!!!Ii 5591=11.51109�� EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE IWO SIBUCTURE BEHIND SUCH PANELS� I STORM PANEI SHOWN ON THIS PRODUCT EVALUATfON DOCUMENT (PED�) HAS BEEN VERTFED FOR COMPLIANCE IN ANCY4OFV,GIE SHALL. BE AS MENT04ED IN 9, 1) AND IN a 2). , , ACCORG,INCE WTHI TIIE 2020 (7H, EOTYI OF THE FLORIDA BUILDING CODE fc) Ki-,'Z�v=,,!Mft--affmn"mm-�.-.t,s6m-"" DESIGN WIND LOAM Skk', BE DETERMINED AS PER SECTYON I 62.0 OF THE AQ1JVE MENnONED Com - I /4-0 TAYACON ANCHORS, AS MANUFACTURED BY I y W BUILDEX- INC FOR A WINE SPEED AS REMRE* By THE 4URLSOCTION WHERE THESE SHUTTERS WRI BE INSTALLED AND - #14-10 PANE11"IT FEMALE ID AND FANEUAATF PLUS ANCHORS, AS MANUFACTURED Rf ELGO GGN,5TRUCnON PRODUCTS FOR ,". DRECTIONNY FACTOR Kd-OA!I� USING ASCE 7-16 AND SHALL NOT EXCEED THE MAOIMUM (4 SM ) - 1/4"o LAC SCREWS PER N D.S. ION PRESSURE RAWI INDICATED ON .SHEETS 7 THRU 12, I.. 15� 15, TO III 20, - 7/11, DES "a v 5/8� WOOD PUISHNG� AS OWRISUTED BY ALI. POIN', SCREW: BOLT & SPECIALTY CC IN ORDER 10 VM- THE AROVE CONTXVON� ITIL'IMAIE DESIGN. WIND LOADS OETERVINED FOR. ASCE 7-115 C 1i MtM ON THREADED PENETRATION INTO 'WOW tf TAPGON ANCHORS SHALL BE 1 112- AND 2- POR FLCO HANOLMATE PLUS SHAUL BE MIST REDUCED 10 AS D DESIGN WIND LOADS By ,MULTIPLYING THEM BY OA IN ORDER 11) , ANOMPANEIMA" FEMALE M ,DUPAAE 'ESE W/ li-X (AISD) DESIGN PRPSSTRE RATMIC5 INDICATED ON SHEETS 7 TFERV 1.1, 14, 15� 16, 19 & 20 IN ORDER -,U VERIFY THAT ANCHORS ON THIS PC 0 AS TISMID WERE HOT LNER STRESSED, A 339 INCREASE ii� AUDW&RI E C 'V) MINIMUM THIREADED PENETRATION Or LAC; SCREW, INTO THE WOOD FRAME URI SHALL BE ' 1/2- No r.,P.EADEO PENETRATION IWO EGO S� BE COMSIDERED AS PART OF THE REQUIRED THIRFAIDED PENEFRATTON STBEES rOA *PYL LOADS WAS NOT USED IN THEIR ANALYSIS. "STIEUERS SPACING Tc WOOD PAS BEEN DETERMINED IN ACCORDANCE V11THI NAILS 201tF C 3) MINIMUM EDGE DISTANCE ILIF LAG SCREWS. INTO '*ODD SHALL BE AS INO�AIED IN THIS DRAWING STORM PANEL'S 40EQUAcy FOR QPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE wri� SE,r*N 162& at THE ABOVE MENTIONED CODE 45 PER HURRICANE ENGINEERING & TESTING; INC REPORTS S�5-169, 96-570 & 96-30 ANM C 4) MINIMUM POLETRATION OF WOOD RUSHING SHALL BE 5/8' 1/4' 0-21C SCREWS USED SHALL BE I i/2' ,ONG MINIMUM FENESTRATION TESTING LAS LIC, REPORTS II & #212t . AS PROTOCOLS TAS-20T, TAS-202 AND TAS-M SHOULD STUCCO EXIST- ANO I' MINIMUM POR WALLS, WITH NO STUCCO AS R-CAN TEST LAB V SOUTH FLORIDA REPORT 0021 9.01-0, AS PET� TAS 201. TAS 20� AND - *FU AS AMr TAS 703 STANDARDS. C 5) 04 ME THAT PRECAST STONE, OR PRECAST PONCRETE PANELS, STUCCO OR WWU BOARDS K M)ND ON THE w5rino WALL. ANCMR5 SHALL BE LONG ENOUGH To REACH THE MAIN STRNCTURF &CHNG, SUCH PANELS, � Ail AtUMINUM EXTRUSION$ -1Y) BE 606&-T6 NUOY AND 7EWPEN. �UNLESE OTHERMSE NarEQ) SEE SHEET � ANCHORAGE SHALL BE AS MENTIONED IN ,� t'�: c �) & 11 t) ) ALL ALUMINUM SHEET METAL J%­D AT CLOSURES SHALi- HAVE �105-HI4 A�OY. (01 ANCHORS SHYAL-1 BE INSTALLED FOLLOWING ALL OF INC RECOMILONDATIONS AHO SPECWTGAHL,KS OF THE ANCHOR'S MXWFACE,LTUN 4 ALL STEEL SHEET METAL PANELS 54WL HAVE S;rRVGTLR4J, Q(V�JTt STEEL. ASTM A-653 tRAMOE M MINIMUM, G-60 CkVANIZED STEEL UESIGNATION W/PY� SeS kt, (AFTER ROUFD)� ,5 PANELS MAY AM BE INSY HORIZO14TALLY FDLOMN� INSIALLATON DETAILS SHOWN OR SEMN 3 THROUCR ILI (-SHEETS 4 THROUGH 6) CXGET'T -HAS HEADERS (D & Q SHALL NOY BE USED 5 ALL SCREWS TO BE STAINLESS SIEEL YJ4 OR 310 MS SERIES OR CORROSION RESISTANT COATED CARBON SIEEL AS PER (AN 5001a W/ 50 XPj YIELD SISPNGTH "I' 90 In TENSILE STRENGTH & SHALL. COMPLY W/ FLORIDA BUILDING CODE 9 11 SHAU BE IRE RESPORSDUrf OF THE CONIRACrOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tS TO BE ATTACY ED TO WSLIRE PROPER ANCHORAGE THIS SHU-�TR SHALL ONI y BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAMI SECTION 2-11 3-I.- BkY`LD1N'G5 6 BOLTS TO BE i,SIM A-X7 qALVANY.�,Ea STEEL. of? NSI 304 SERIES SIAINLESS STEIn- iWIN -16 KiI MINJW%1M ,TLr SlRENCIH TO. EAC" REGULAR STORM PANE', M�H LENGTHS OVER 8'-8 T14ROWR 12'-t', AS PER SECTIONS 6, 8. 9 A 10 ANV ALTERNATIVES 60� I ANCHORS 713 WALL SHALJ­ BE AS FOLLOWS SW & NVW ON SHEETS -, 6 & 12 REEPECrW-LY; �,Ytt HAVE A LEGIBLE AND READILY YSfBLf MARKING YNETRILICIrING OWNER OR THANT, TO SECURE PANELS WITH APPUCABLA REINFORCEMENT DURING PCRYODS OF HURBCME WARNiNG (A) TQ , &XRW­MFM­QPWKI1 LiLATIQN VQ91RACTOR IS TO SEAVCALYLK AI,A- SHUTTER rOMPONENT EDGES WHkA REMNH IN rONTKWVJ CONTACT WITH .. I I THE INSrA, - t/4 TAPCON ANCHORS AS MANUFACTURED 91 i-TW BUILDEY, INC III 1'­�192 p�;) THE BUILDING TO PAMNT MND/RAYN NTRUSIOTIr - � - ' - �/" JLK- IN AWHO"S. ' ­�`Yao `SCRIiWM.NB'CL*T /1 III% 3/7/4� SOUD-SET AN�HORS.�ASSMDIWSTURFIOeCVTTVZRDEDBYBYALLOEWMALNTT & SPE-CYAL'r CO 12, STORM RAND. INSTALLATION SHALL C,OMP1Y IM SPECS -DICATED IN THIS DRAWLNC PLUS ANY BUILDING AND ZONING REGULATIONS (MI- . "­3000 'r.i) PROVIDED By 14F JURISDICTION WHERE PERMIT IS APPLIED TO - 014-10 PAREIMADC FEMALE ID & PANEI-E PwS ANCFORS, AS MANUFACTURED BY FLOG CONSTRU r p , (MI C-33W PT,;) C ION RODUCIS 13 (.) MS PRODLYC-1 EVALLATILI DOCUMENT (RE D ) PREPARED 5Y TtILS ENGINEER ISE GENERIC AND DOTS NOT PROVIDE INFORMATION N FOR A SITE SPECIFYC PROJECT, - WHERE THE SITE CONURIONTS %.WTE FROM THE FIE,:, - 1/4'0 Cr TAP-GRYP AAYLTICF�­ AS ,44AUFACTUREP BIr --RO-FAST CORPORAPON (V1.3600 p %-I) A 1) MINIMUM EMSErVENI OF TOPCON ANCHORS IWO POURED CONCRETE SHAU BE t 3/4'� 2' FOR pANi,AU,Tt FEMME W CONTRACTOR TO BE RCSPONSIRUE FOR THE SELECTION, PURCIIASE AND INSTALLA71CR INCLUDING YIFE SAFETY OF -�HtS PRODUCT P BASED a- D HE19 DOES NOT DEVIATE MOM THE CONOTIONS DONtED ON THIS OOCUMEW THIS P-Ex, RRCIIDEIS 'D 940 ANEMALTE PLUS �O 1 f/4' FOR CIF TAP-GBP ANCHORS CONSTR THERE UCTION SAFETY AT SITE rONTRACTOW5 RESPONSIBIlly Ar 7) CALK -IN & SOUD-SET AJVD409S S14ALI R EMBEDDED 7/8' INTO THE POURED COKRETE No EMBEDMENT INIO IQ NIS PRODUCT EVALUATION �KICUMCNT WILI ,BE CONS00I INYAUQ IF MOcTiED SrLcCQ SHM11 BE PIERMITTED 114' 9-20 SCREWS USED SKA11, W- 1 1/2' LONG MWIMUM SHOULD STUCco -14,57,, NO I' MINVUM FOR WAULS Wail NO ETUC,CM AND MAY Or HEADED SCREWS OR AU THREADED SCREWS W,�Q READ �,N STEE SPECIFIC VRQJE�IS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGREER OR AYCHTFcT Wilt0i WILL SI PYE BUT VT44 WDIC NUIS ENGINEER OF RECORD (E.O.R) FOR THE PRITIECT AND W140 WILL BL RrSINSISLE FOR THE PROPER USE OF THE FED, ENGINES Of AMI)RD, ACT114G AS A DELEGATED ENOIKER TO THE A3� IN (-.kSt TW� PRECAST STaNE, PRFCAS�. CTTNCRET�, PikfiEIS, PAVERS, STUCrO CRY WOOD -BOARDS BE rOWNG ci, �­ PET, ELIGMES, SHALL- SUBMIT TO THIS �TTP THE SIt SPECtM ORAWINU- FOR RFYEW EXIS-IING, *'Xi OR FLOOR, ANCHORS SHALL BE. LUNG -NOUG4 TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS AACROAAaE SHALL BE AS MENTIONED IN A 1) AFID IN A,2) (e) THIS P ED %HAU OEM �E DATE AND ORIGNAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINES �F RECORD THA' PREPARED IT Z A.10L;:---39 (a) �o L/T I it S� MANUFACTURER'S LABEL SHALL BE UCCATED ON A READYL� YISIBLE LOCATION AT STORM C%QRS �As "ANUFACIURED Ell I I W EQILOEX. INC PAILITTIER - 1/4" - ' 7/E' "'LK-IN A"'No"S. AS MANUFACTURED 6' D.WALT INC ("t I'- 1 500 Pr. 1 7 4EL SHUT" IN ACCORDANCE MEN SECTION 1709,PS 07 FLORIDA BUILD04G CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPEN41413, LABELING TO COMPLI WIYH SECTION 1709 9 2 OF 14E � I X - /4*0 3y" SW'O-SEY ANCHORS. AS DYSTRYBUTED BY ALL POINT SCREW, DOLT & SPECALTY CO F LOWA �EULBtNG UWE (MIN "'.1800 ­�O - - I I ��� RE-11ED 7T* - 014-11) PANELMME FEMALE 10 AND PANEIMAIE PLUS MCFaRS, AS MANUFACTURED BY ELCO CONSTRUCTION � PRODUCTS (MIN, V-2071 P�s, I "'MAMEMNIN4,14v, n2t� _ I /4- 0 CF TAP-GW AN4;HCPS. AS WANUFM,rtJPfD By TRIJ-FAST CORPORAtali Y-TY -, I & �;"4� � .'S'1­1 .. � .,.",Y� %, �� 5 1) OPTIMUM EMBEDMENT 0; PLOCON ANCHORS, ELCO PANELMATYS AND OF rAP-GRP ANCHOR. IWTT THE I .. GLIL- . � - . FLORIDA BUILDING CODE (High Velocily H-icar. Zone) BLOCIi JNn SHALL FE 1 1/4- �. � -4211, -- .� . � IXAU�a %�, W . . � ! 20 'ACE GALVANIZED STEEL STORM PANEL I " Z � NO,4 3.2) CALA AN & SOUD-SET ANCHORS Sq&L BE EMBEDDED 7/8' INTO TAE CcINIrP, TE UNIT No EmEillt*� 7 . = D"AiN ," 16 F- BLIDEK, ; = - INTO STUCCO Sl� BE PERMITTED ',14' ­20 SCREWS USED SHALL BE I I/2- LONG MI4WuIA SHOULS . cc --- - - - - -;� I "/.ZY" f C U.C� . EXIST, AND I' MINIMUM %OQ WALLS WITH 140 STUGCO, = -V . - ST Q�"-M=A�-, / IILIECO,. . \ GLOBAL PROTE TION PRODUCTS, AT OF -- � -p-. * T .. - 11 I -- - E, r. � 'I. � 1,2<,,' . 1� , TMUT -S- 7. [ - M4,2& �t"P-Mag=c?" r!Aky a, D ,,,�-,, -y4— - - - - -.1 , "YONE Y­)­ I"tti Im St)"e'-d- 2.- 1 1'. ,,, ;,., R , (W-1- - WRLII­;.� �i - " - - 0!. �4* S "I ­QM71. - - .1 J�� ,!4 HIT '111;111111��A-­74'ol , J . I - !�! - "- ­"`H"E/R" .AL`9F I milt, �� � -W '! , Tii"E — ILI :,i*i n-f-!-----J "'C' W---�14-41 I � � ----- - -I.- -L­� , I E&Q]DUC1ZYALV,kTM RM,Xft 'NO, 20-0729.01 3 6. MATERIAL CHARACTERISTICS AND 6 Shall be strictly in acoordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No-20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26� of Product Evaluation Document (P.E,D,). drawing No. 20-176, 7. LIMITATIONS AND CONDITIONS OEM-; 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E. D.), drawing No. 20-176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. T2. Product may be installed within HIGH VELOCITY HURRICANEZONES as defined on Section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44107); President of Tilteco, Inc. (Florida CA-0006719). "',,lIablIORY414" i", N TQ �,,,,,� �V, : ... �71111"`,N,. T, :Y� .. �. .. I,/ . "r ...-", - - * .. �p -", -- -- �e ' ... ��EII ... S- - .� ­--;��-�-Z=­-t��:44167 '. S I _- I = -7:�--------��=-j , _*,, __--* . * S ; I ? 1-,��er,�,4,,%` .�,',, ­ � I ---- - - - STATE OF 1:5�p .,� 7 i0��'- "4ORII0'.-.-`,0,'-' 1. e,.., . ms,, ,V ..... ­� %,, . 8/0'N"A"L, i. 11111JI11101W001I VVATTLL 07i TILTECO ADMON RECORDS I P. E. REPORT 20 Yi GLOBAL PROTECTION PRODUCTS, LLC 120 GAGS GALVANIZED STEEL STORM PANELI,DFwG# 20476\ REPORT#2"72&01 I /`-"--:� - i L EZOW0 Ihm X TILLrr TESTING & ENGINEERING COMPANY WALTERA, rILLIT, 2-, II.E. tifteoo@4wl.com PRODUCT EVALUATIQN REPORT FF. PY Lk-1q, 441f;� FO-A. L­'40-0006?J9 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 PrQdMQtLJ.LG 4800 S.W. 51 Street Davis, Florida 33314 1. EURPOSE OF EVALUATIQN.- This is a Product Evaluation Report IssUed by Walter A. Tillit, Jr., P.E. (System ID 4 11906,) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method 1D of the Florida Department of Bustriess 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 affed Its limitations and conditions 2. EYIPENCE SUBMITTED: , I . Drawing No. 2111I titW'24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 07127/2020. This drawing is an integ&*iin!�1166Q,Is , Evaluation Report. JK� - k4,,,,,,, $' -V ,`­­'. ; ,�, , � ---- -,-,,J�%`�,\'�EN - 'le"� -� I -- 17i, % - . -17 . - � i; ' - -�-�!;�t� � 1. , , -��* 1 67 ". � . , -�,, z"44*4-� * : * � .. - �, <�� - , . 1� � N, �" 6-355N.W. 36th Street, Suite 305,Miallai, Florida 33166 -Phonc: (305) 871-W��Zlb WI-1531 ULAR A LIFE SAFETY SJORM PANEL.$ (SCALE 1/2-I-) - - -­ � - ­ - - -- - - -- --- , 11 - -- - 15 196, (TOTAL WIDTH) - --- - - -- - -- 11 - ­ - ­ - �TOTAL Won - - I -- - - - -- - - - - '5 '96 N) - - - - ---- - - - - --- ­­­- - i2.SOO' (EFFrclYVE Ino'ni) -------- - 1­ ­- � 7 I I I ­ . ­ -1 is 1/4, - . . -­- - ­- I I - - - - - -- - 5.2501- - -- --- - ­ �­ � 1 " ;---1,3po* - , ,,I 100 - I-r` � , �` � � - ­ � �, �,5w' � I "'N " 1 3"" , I 0AM, MITI, "KX r- I.M­ �Ik � 1 1 I � i --i-'N , . -.1. AL� -� ­-­�., I - � I " I I , c ... W"". STEEL T / 3Yv ',,�so- J k � - - cc�f. I, ,� w.- � - , -7'�-'�," - , I � no _*� 4 ,� , So ' F -,;', �-�,,� -&A� �*� � , - T HIM T­ , � . " _ . STEEL i�)�'i .,- � ;44\111 - "I ,� I G_. GAL ,CK\\ / , , IALWINI I - , , � 4 Z" � I i�p " A5,11 A-651 - .2 1k �� �11' I 2L .7. �� , Z . kD � �HEMMEO // r 4' - ,% \ DCTMI A RNMED TYP' I - � , -� G;WA so MYRIMV " �, - I:W. EDGE \ " \ a -so SAILY ME �t- ' � L A " 48.ff 1]61. A \ i�­!. , - \ I 1_ X Y - --- ------- - - - - - - - - - , . ;F , ­/ ' _ _ _ _ _ _ _ � _ _ _ . . - I , - � - 7,77�' 1-7 .3k. -15.250- ­ -- - AD 71 ;�--_l I (1) IM91112"Ell., 0 END 5MM PANEL ­-2-1157* - - 1�1-­ I I- Xo- -,-,, - 1- C25j -­­­ ,,, I � --,--- -----, ] - 2.187* - - 1 114-­20, 1/4--20� POWICE 3ppip, "I � ,,,"', , , I I 1' - I L250' '100, a S i2l� - 7!io' - 12R:, W/ 41AWD rwr , � 11 - I i .100 .2W 1 I.J25' -,"' gC1., ' ' - 1 350- : `10� - R. a - liq---, .- . S.!L STUD ANCRYD I L!�� 4==-- - Y ,>1 --- , � . I I'l If To To A"= 0 1 lc� �� -1 �cjw ­1 �� I I i I H, i 12 Ilrot 12 117' la_� - , - - , " cc /,-,,- , - , - _ _ y 1�111< I ,�-, fo.08 . .10e, .093 . 42 "- , I �­- ,.3,5" �- ao� - �-�­, 1�093- .0 I -I' I I - I - 'I'M' <,, - " a" 25, 2000- 1.5 - '9�'* - 939' 1`11 t- zl,,�' �=- T 1 � I ->-,�---- . .Z 1093" WAY 1 0.250 � 2 125' - - . DETAIL I J 1 �tWt i ItI� 1 p I / HEMMER, - I I 1 1 - _ , !� t -7�' 1 4 . I It a ,I I, . ' 125- � i I I .Aw-- L 1731 1L - I I - Aii " .. ..... ­ - I � - ­11.501). -1 � Y­ - .11. ,� ',I J IV /In" 0, �X:.� - - I - t" MIHI - -1�500-� ISOMETRIC Y10-011AI" / i-­2.0cor�" -L, L--- 2.000- -:' ROUNDED CORNS 6 ENDS OF PANEL'S IRBY R. - END UP W/ HEMMED EDGE. (j) *h' HU2ER (�) *Arl� (�) ANGLE 4A) ANGLE WITH STUD @ ANGLE WITH (N. I S) V� REYME STUD I - - --� VAIMS SEE DE'T, I - Z -f_j 1/11 & 2/1. .­144" . -gP TOP MOM .374' 0915' .374* , ­� 750" - � T i - - 1 A. I PANEL � 1W � I a" � ae� 0, ,, . ­I/1-).-2,,% Wt R'S � , - ­ I � -- - � 1") ts. STUD RNIETED To I � . - � -, -,, ; I 375 �- /`!"--­,, I, I - " 'i" , ". i -,6­- � � : ,--" 21 , 65C 1 r � AOC-E 0 12 1/2* 0 C - - I r­ �- f r,r,-- � -&',�! I 1. it - � I'l I � "W � 67 ,a-,--, ,e I ­- "'o-11- 11 � � - .500, 1 - t, - 5,--.� , � 671' 5. 1 - f � 164 - ; r � - � - I 4 i i t 01 f ; _a*, HOLE FOR ­ - -­ I ! 7�0- EVERTTLOCKTION AT � ( , I i .957' , I L - - � I - ­­ ­ A PANEL OVERLAP ) i, - - 2- I �, �, ow � t - miI, .a&-* I � cm- 7.000* (�) KEY HOLE WAS14ES , 11 ,,. - - --�rn,R) I - -.063, (�) 'E" TaAcls Atirm. (R IX 'r- TRAcK (2) ELAI PLATED I--------,- O.Om- (Wn�) - - z24* 1-1 . .1\ � "AlUlOffli", WITH STUD - 3.4 0 I GALVANIZED SIM k 0, r ,\ r 1 L Ir- - - - J I 1 N rktl^ , , ) 01111�M : , `11� ,� . - ,,,Y,ENS�l ,-.4 I� I 4 . I - . --,-I -1 ) - -�, . ..� I '' � 8�- ":I'-- . ` �� , .37r. 4t ;""38-0a7slf ,I, -, "� 11�-- .' % .1 L- , 11 - . ; 1 I- � 3L , , No. 44lb7 , - I , 75'-" Z ., . i , i ­r­� : * I - � --- .---- "I I- E *1 * . & FLORIDA BUILDING, CODE (High Velocity Hurricane Zone) E 7". wonom , - ---- 1 OS3.- I- Willi 11 a OF PANEL , STATE OF .'Z f Pew. TITM WC, 20 GAGE GALVANIZED STEEL STORM PANEL FP - . -M VNG NOT I 1501 12 ­ .- ,91IS . . , Fto lK... .�. DRAWN 81 ' i�Z(9 -1 i­ 1-��', - I -- ------ ----2.GM'- - � . * f&A" KEX HOLE :.- " - -- GLOBAL PROTECTION PRODUCTS, U.C. .7/m/2m I ., AT PANE 1"1,9 -­ /TIMECOm. \ , ---- - - ­.!� DAM- 11 , I'm i"Y" 51 STREET 1 tom IF, - , � , I - ­ARY a." ft� =H. (j) 2"X7"X I /A" ALTORARTNEI.Y. USE "We No WOUT " Talyr & b��d�-0 , , 20-176 A�aw PHON � , )YXXY-7Yi.%, FM WO)SY11-11710 ALUMINUM AN1011 wohourme wis'" W/ AwRoNA, I - -- 1CrjrP!1NH1" Ne, 01VAR; NA � IXWWWI I WX` I - 7,/S%1J32* WASHER (SMMS . �`XKIRNY ,!!!� , �-1 SIM Q. ecra PLAYED PXI WINTER X 91 J-1-117" I I Im- " I - J�� - SIM � or a I I PRODUCTEVALLAXIONRUORT NO, 26-41727AZ 2 2a, TEST REFORM; Large missile Impact load tests were performed under S8TD 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 03/11IQ2 witnessed by William R. Mehner, P.E., BOTIZ MOTOI PIE. and Henry Hattern, ,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 load Ings per Protocols 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. 11,23,01-10, dated November23, 2010, signed and sealed byJuIio E. Gonzalez, P.E. Tensile lost report No. 9CM-198 by 00 Metallurgical, InC., dated March 13,2009, signed and sealed by Frank Grate, P,E, as per ASTM 8-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed and sealed by Jerry Jackyfano, P.E. as per ASTM E-8. CTU GItqF;:QlN(­.r­Al!qI-. ------- 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, I ETC., dated 12YY1 8110 and 08/27/13 (for this revision), signed and sealed by Walter A Tillit, Jr., P-E, 3. MISSILE IMPACT RESIR-ANCIE: Large missile impact under section 1609.1 �2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS MISTANCE: 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 IS 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. Ct* I, PRODUCT EVALUkrfl NREEQR1N0,2-Q--=74 L-44 % 0 5. INSTALLATION: C!" .1-11 *:a . Installation shall be performed striict.ly in accordance with detallARdicated o *�.) Mo sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Docume .a*P­E.D.), e -r- c=I r- drawfngNo.20-175. Minimum separation to glass shall be as ii0bated 9.9 t"' cP) sheets 3, 6, 13, 14, 15, 16 and 18 of 1 8, of Product Evaluatiorl e_q Ilo cc'=" C�P,e4c (P.E.D,), drawing No. 20-1176i .,o LA- CA- � = 0 cc c� - . - C-4 .0-, � - .:: Ido ,W t CA -0 C= cc in CP C., - .cc � �:4 SAMATERIA-L CHARACTMSTICS.AND SPECIF) CP W CD . "t - Shall be strictly in accordance with General Notes and Component In ' on - -r- - sheet I and 2of 18, of Product Evaluation Document (P,E.D.), ra 9 Nlo:wi; F- : c: C, �5 -R 20-175. W ') .i cc !t 3: W �-= cc 0) ,> (P Anchor specifications shall be as Indicated on sheet I of 18, of Fir I �­J ,5; = (= Evaluation Document (P.E.D,), drawing No. 20-175. 43 Cc -;- 5: ce- *= �= 0 cl.. = I - cc 0 7-IMUTA—TIONSAND CONDI-17IONS OF USE: 0- 0 - 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated Z on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2, Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 16202 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E, (Florida License No. 44167), President of Tifteco. Inc. (Florida CA-0006719). WAnLL D'iTILTEfOADMON RECCROS I?, E. REPORT,2C GALVANIZED STEEL STORM PANEL , DRV?G III 20-176 � --- 1/4, 2/4, 3/4� 4/4, 5/5, 7/5. _6,11W/10, 2W/10. 3W/10, 4W/10, 6/5 P` SW/ I 0, 6W/ 1 1 & 7W/ 1 1 - 7 3' MAX__ -- ­ ANCHORYL FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & O'­ --- 3, MAX � I' MIN ­_ FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 , .­- ---- 1. Mx - I I , — ,� i 0 .--- --I---- 0 --,I ­­!1— 1 6 1 .1 D-M.�(�), (�). @- & '1--­7­-7 I --1, --I' -1--T---1­­I­ - I—- - 11 .-i - r ------- �-'­"'­- ' -r-­F1; -I' `�' - - --- ' -7- � I , I I I -I r � ­11-1 � ,' I . - --T­ -­----7� t , -,---I I i � @_(�). (�), @ , - - - --,---r---. . 'I ; , I i � I t I I , I k i i I 1 � I � I (�) 1 1 � I I i � , ,I , , I i ! � I 1 � , � I ! i . , I I I : I I � i I � I i . I i 2 I I � I i : . 1 1 I 1 - I I I i � F I I i I I I i I I � , I , � ! � I � I . , , i I I I i ; � i I 1 1 ; , , r � , � , � i 1 . I . � I i , I . � . � . j � � � I i I " i 3; i , . , ` 1 I I ! i 1 1 I , , I I i � , , I : I I � I � ; � I I 1 1 1 f . . I I ; ; ED , , I � I � , I I - I 4 I I _ -I ; � � - 3 � - I -- - -, - 1 i- - --t - -- - ­� ­­ �- ----- - , , , - - - -- - , , -- - � - 9 � - .1 I ­- --I , " , ­­ - , , -,- - I - ,,, � - - , T-T----T---T - , - -- 1 1 I I � ' � ' � L , I i J i ! I I . I �J I I � I 1 I ; I I I i I i � ­4­ . - 1 I � i i i , , ­ ; i � I -Hl �11 � � � o - - I - 'I I - I I . I I 0�, ­ I , � -) i 1 I ,4A' �� - "i ( T I � I , 4 '4�v i - � � - � - � I I � 'i - -1 .1 � � I � ,�'Y � I � 1 1 � i � : � � � 1 1 I I 1 � I � i I 3 , I 1 i ­ , , -I - - - - - I I 1 I I , I - - - - - -1 - - lil ! I � I !a i i -, � 50'-TED PANEIS W/ i/40-20W . I r I � - 1 1 1 � , I ; 1 I i I I UNBOLTED PANELS : I II i I I ;, ­ 1 ! I i ! 1 � &S, M.S, BOLT W/ 7/8' . 3/32' �, (SEE SECTIONS A' I I -� : i . , I I I I � WINGNUTS 0 FA OVERLAP I I I APPLICABLE) I : . ! ! 2 i . I i , I I I 1 i . I . I � . I I � I ! � � ; 1 tSEE SECTIONS AS APPLICABLE) 6 I . I I I . . � I . I I I I � I . 1 _ ; ! I I - L �] - I - -- I I --- - - I - I I , I � � i 7 �-- I ­L­ , - - I I L 1 -6 � I I � ­­ i I -1 - ­ -A --! T- - I ,� - I I -- -- - --- - - I— ---- - I - . i - --, T-- - -- ---- - � � r I I I i� I � . , . � 1 7 , � I . e . I : I I 1 i I � I � I ! EO � T I i ! I I i I 1 I � i I I I I ! 3 ; I � � � i � , . � i I I - I . ! ; , 1 1 . � I I � I I 1 I I ! " I � , i I t � I � i Y I � � , E 1 1 i I �, 1 1 1 � I I 1 t I I I i I I � 1 [ 1 �­ � I I 1 � � 1 � i i 1 1 � I � I , - 1 , , � i I J 1 1 : � i I I � I � i DA-&&(�)- �: � -i -- -i - , ,I- --- � -i � , ; - -, i , @ I I.;, I � � , " I � . , a 0 ! I 0-r-'4. , ! a : Y:�j; �-A -- 1��i I 1 - I @-@.(�)-@. (6).r N, -1 'i I 0 i , , e� - -, . 1/4, 2/4. 3/4, 4/4, 5/5, 7/5, 1* - - - I . MIN -- 1, MIN. � lW110. 2W/10, SW/10, 4W/10, � 6/5 SW/ I 0, 6W/ 1 1 & 7w/l I 1 ­ - - . I 11 ­­ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 15 & 9 - ' .- FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 REGULAR STORM PANELS 1,T) & lk ELEYAJI0t4 N,_,_ 2 67" 1/4' M­ GAP �­ir_ (MIN. DARLAP WHOLE VkiEri ---I I -1--A I - - -- --- - Q� . `W` � O"' "" `W` - . Zr��__-_-`, . - ,/.v " Nl-rlr =1� -/=-\Z:,-7= j%J0 If 1, 11% A �--- -\ �.,�,V,7­ ,; , e5, N VAX GAP � L � 1. N, I ��' - ..­i�­. ,/,I, . .., , " , ...,7 i� -� V "' tIN . J�A) ­(�) �� .. FLORIDA BUILDING CODE (Wigh Velocity Hurricane Zone) L" . - , , , - 1� :- S� - . , oiTIM TAXI NI . *1 7 , . 20 GAGE GALVANIZED STEEL STORM PANEL I F' - : No 44116 � ONWIN 01. I . * - � , - , . . *,-- -*! - - . - � - - Z SECTION A -Ai * 1 TE U,I�­� GLOBAL PROTECTION PRODUCTS, LLC.11 "'N'm" 11 ` -"--�- - ' ATE b5; I - , -- � N.T.S, ,- -- " -�- , I L-­­­� 'TRI -- - ., �,,� , Z te"a 21W. 41 7!�% OPI� . , , � - I �r ... W-1- 0.1c A, =I. I 0, ` � DRP-� r 'I', - T- X, Xl,:� � -eY4, IIAH. "XWY` 0M4EY"­MYiL, W� (9�)"- e., r2.- -1 11; -,- ­�- -04I 1-11 -� � , `,�. , 7 - . . , ��, N,i; PM ­01 � _ . - "" , V07" - -I,,,,,,- -,- CA-0006119 - ,;R, WALTER A. VUJT A.. F� I M .g':, .,,*W---- -­Mn I !! I : um UE, I tj 1Z , ��� I - ,, ..1 -- ­­ -11 - ------ ­ -1 ...., .. .... I I I -4-9 (2) (1) C- (n -0 -ffi > (3) -C- ` 0 I- (1) (1) L- CL 0- C 0 -0 0 L- = 0) M -I.." 0 -0 (2) �4-, 0- U) . (1) 't� (1) -0 0 0 0 -0 - -0 = 0 I- 0- = = 0 (1) 3: M0 I=- . 0 -.I.- M U- 4- 0 — M > CA, Cn a) W " -,""""' CU L- ca. lc- M -0 I 10- . = -F-0 Cn ca. < t 4 Z W mi -- . I - INSTALLATION DETAILS FOR REGULAR PANEU01 & JU DO 11051110 IXTNL5 MR INSWA719N INI FUM MCKE INTO EXISTING POURED CONCRETLOR CONCRET ES CONCRETE %= OR WOW INSIALL.A119N DEJAILS FOR RMLAS PANEL30) & - INUALLATION QUAILS FOR IMMLAR-LANEUU) A a -E BLOCK STRUCTUR INTO EXIaTING POURED CONCRETE OR CQNCRETE 8LQ CTURES- INTO EXISIING POURED CONCRETE OR CAI OR PAMMUNTE EW.UY 0. 1 �,,Pivt� , VAUD FOR REMM UEE SWIM AND E-Z H4& STM PM S)M - -QK­ST8V I ONOETE BLOCK STRUCTURES .K.ErE A..-ioRS � PLUS on or TAP -GRIP ODNORM ANCHORS L " (SEE SCHIE ON - ,­ 'SV 01PROP - ,,-- ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEET 9 f5FE LE ON i SHEET a * g) "- I , b � . . - - - -- -, - -- -- - - WE SCHEDULE ON Lk . - I , 4, ­? KID CONCRETE ­­=��E F - I T% SHI h RmovrH ;) . .-I - ; 0 -71 SEE SECTIONS ON SHEET 12 I CONCI'm AMCHM . - SIiW5 40ouGH 1) I '��; - � " r M,P,- \ . 2 SYL FOR WOO L�� I :�'T ----r--J­-- 'L L - �-,j I -, � - I (M EXCcK 3' M,*. 2-67"' 3, III 131=11M.- ;A , ONCREM ANC,01$ . � - (Zlw : 6W : W* W, - I R CONCIRETE LOCI, , .JffP Co. V) -11-II-0 CONCRETE ANCHORS ST. ­-­ ED. - - .11 r� ,­ /�* � REQUIRED REQUIRED ; RECILIAM - .--,�� EXKMG � I I - I ­­­L - � CON(Arm AWCHORS - ,- ­LL "HoU \OLLM 9VV:MLE ON � I - e' - 7,� W : " I � vim 0i �rt' Mi,­ 11 zli= ' i WIC11-r-10" INVE WAIMLE ON � ­ D.M. I � I , ) -.111 I �. i \ � -­d..�� &(­; � , -y-A­4q&­. ­ I 4 L SHEET 9) i � i FO Am W*,u � El SEE SCROOLE 0. 'Ll ; A �) CONCRET \ "' 11�412 W-W - ­ , "WA a Fit ,; , , EXISTING POURED ACKYRN , - CONCRETE RCOU.tl� � , '% -'d , I L ,.I- EXYSI PoLm I 7ili ­ 11 I I , . .K� � - -- -- - =:=J ". P RFD \ I ,,, -_L ­J"4'r.W� _ . I --L f � IIA-1 W" r 4 4, (UK 01MM - 1, , 1, r REQUIREBI i` -� : III S. 110, Sent W12 I" It ,- " a) I, ,-� _J I . , , , ,1Y. - I .W "i I I 1 1 *, � i W, , I � 0 . 11 11 I I LL I 1 � 1 , , 0 � I ;; " ... � C D C D ­� - i 1/4 - - 11. I ! ! - -1 I -I .1- I 1, I \1 I 11 , L � ! � - I : I - ­ 1-1 11 \ ­--1-- - - , � , I � I I - - ­1 11 - -" I � LL � I � - i i 1 : ! ! . MCI- , , �i ': e . - . � I I , 11 I I . J i . . I L - - � --- - -I ��, �:� �, Dll� 5 : 1 ! . I : 1 : I �,' --, I i P.. . ox. , i i L , I 4P,Y� L- PIT i -,K` � : . c J:�� V; i . 1: -� I , : E -:4-- - ; I I =;r - I 11 � - 11 - �,, ��, ­,­�­,�q, . I'll, I , ma= : I I * I - - �, - , (� � " I ,, � I -,N,1�11, 'c- - 411* "w", TWOUIRDY, F'. I i � 1­1­8 ,� - _J 1/4 \ VY-15 f _�� ­ I JEDL � I ; � - 4) -;��;,�;4 i I ,'� I �, 11". - :�: I % L- I -0 � I ---tr : � � . . I I 11 = , "KRYTY ­ � -,, I . "' iL 7il. ---- --- --, 11, i , I I -/ - I - 11 ; : , � I 1 EXISTING POLfto - . ! : I FF A) , L - `­ I - � , ; � . � I L i I I I I I L I : I E.D. --4. Z EC I - . � + I "i r I I � . I i :" I I I I SO, � 2 : , I i I - �� . I ,, � I i � 1 � � � , -p--a I 1 411�) CONCRIETE REOVIRE � -1- ­ �*: I , - ., � W I �, � ,­ �'��" I EXISTIM POURM � I � I ,"L � "I . . , I I : RE"M . ia I ! - ! - � - ­. " �: � I : � i - �'� l§ I lit '! I , L 7I I ': �, , I : Of 'L, 4 , . - I �� ---- ; I =­­ - -� -1 - - 't 13). " : : � L D I I I 2 "- I � 1 ; � "'Sn'to "'RED I f 61 � � CONCRETE OR .- .-- oar I tr -1 . � I ,� � LL I , i I MAX ��L4 Ll\ I - " I , 4=-. � - CONCRETE moc,, ; , I - T' t-91 I ,-X ! ! - 'a �-, ; -43 1 ,� I -�����:4---"-�-'—�—.�--�%--.---�--�:,� � -4--i ""- �"4."""',",- . , 1 - (Dt 5 ; � "T�, L I I � I --a ­­- L"-- 1 � ­- ­ -'----- ­-, L- �11- t " �, . III 6 REQUIRED. ­ 9 4, / ; 71- -�,,� i I , , ,-,, �, .., . I I 1��,� . : I ,� 1/7, ac �J I I-i , - - li, -, I � I I , , - - SUANiMN - - - I I I tL ,f.;f.'V' 1 � ­j­­ ., � ' ' . F �1` 1�1­ I , � , �. -i -- -- I 1, , - I L � ! : I'loqu, I 6 EVVIN SIUD 9 1 VAR, rito . � _j � I , , �, 1, I I � , I � , 1 F, 1/7' 0Z � , �. ,,­ ,1 : I i -��� I i I i � , - ---­�- - - -= - - _ - ! , � , ,-��, I � � � = ICU . ", - : ­01 j I 1A - -- I - , ,.-ti. ,; � � , I - -- I 11 =1 �-I` "A" , ! I Q%�bl) T - ,f - -4, ".­I��­ � % , , , ­IHNI -� or I " - i --T 9 I I 1 /N5. . I ­AUP ! �4 T , 4 1 , �T" 3 57 I I ­ s i I � 68 , I- PQO A �,Aw, [ C, � I � � ... L � " � "�­ W-- - I i � i i : � iK I , 41P.Ir � I - L I I I , L I � 'U"' _ i .,=T" 1 � I I , " -*W 11 � L I > . 1 � I I � -1WW` `Ii I l � � -f,; f ; 7' i ` FOR ON 9 , � , , � ; � "'UP, I , ille � L : ' � : "er � � ­� - I I ti, - i I— 1­ -­1 I I I L'� ­­ � � * VIIUKA"� - � I 10'.1%M�"'" - I ! I'll , 1� H, =ft - � � .:7 , =? a -4 I , ;� �� _ ; ,­� � ,�, - , I �'� I � - : � (, v, I . - � � . ,_ - - - I - I 0­j,�timi- .. ,� ; , - ; 1 � . - I I , 'L - � I;, ,. L , � : : � 1 : i , -P4 � I I 4 V : - I - I SCALE 3/16-l' 1 'ii; iiiY�Iii- 1 , 1 Y,Ha, 6) ! ! 1 .Ka In I � Wi t I I , 7 1 1 � i I i I I , I ; , : I I I : , I , , : . PAIAL - � I I I L � . I i �. X b� I wxeqw, of !� - C""""'s " N : 9 I � , 1%, - � � � , , go I =--� I .-., - . I. =--11 : � __I ,/r . 0 I - I - B I I I I 1 � 'i � 6 -1 L- � i I - - , � @ , I - . I I � � . ; 3 - I I/- � r., " � - ','� -- ", � : . 50% . � NAW" . - -r;�. I ". I - OF -L - ,I ,r;�. 1/1 W. i,/.-.-M,./ I . - �i I , ; , , I ; I 11 I 11. - /r:r ,,,,, . -1 - i I � ' � I . : L - J[� MAX S : I 1 , - I i F ,�, AW,,I ,WL, � . - ", n . - I - - I ; I I 6 : ,� � Is - I = "OOPIAX - .­rxr, 1 ". '. - � � d � I 11 11 - ­ : - (a) - � I I 9 : 2 , . I i I . I 0- : i q i - . . ! L � , !, I !I i 3i'l t I . , ; 11 I I . t I L - I IF : - !� I;Z* IF I I I I � C6 �r - I i I -, I—r,.Y, I" 6= "'i "- - I ,�� !�, -- - ,�,-,,� ti ! al I - f I I 0 MFWWi� i . I I (D-0 I I �! L i II, 4IIII , I* � --- � � 9 t I K im I ,;-*i�--""-,� I. i W. 0- 4­ , I I - d I I , : I " ,,IY,�7 : , I 71 III 11) cl ; .. I � 6 L � �; , I - �\­', �," ,­� - I Q) I 3 X, ;,NEWAY,, � � : , " � , I , , , 7 777, I . � i f e. I. - ­- - - ­1 i I � i F-1 I � I I � : , I I I I I " I , i " , I 1�,� � I � " i W= 7 F I i i -1 I ­1 . I , � 0 � I MY, =. �� - I, I 1-1 I / I", ,7 . W ,,, i V, r, - "7 - .. . ­­ --­i­-- -4. J--­­ ­­ ­ ' 9 k ­­ -­ -.1 -, , g � I ; I � -, I WIZ*� . 11� - i .2 t,v M . �� ­ i I ��V.tv. � I : WIti I ­­­ ­­­ .. I - "-"----- ­ I - -,4f�:__ r`5 ­- `%�­­, i � , I I < � --1 =­ � � 1 � 1 ! '. � , , � ; I OlUff... 3 1 1 _­-, - ` -- I ­ I � I I 1 4�) J I ;=rr IL-11 ­. I - i I I : "ITYIND POURED Ec, 1-1 - �' , ;� .. - ,I- I ,,,, ,TDY . I 7:: � ! i j - I (P - , I I - I I ---- �& - �-- -,--,, ­­ 1 �­41 - 1 , 'j,ir - I � SLIX,, A- � - CONCRETE OR I ,��, I : - Y I ll . a is T,�- 0. i /-- � (P-0 ,- I i , I � j I I i - , . ,, ,, I_ - , WNCRETE BLOCK 1 ,`� , I ,,oH,,,c. ", ­` - L I , 11 - , I � - -4 ... a wzl 4 , L, � " I -� I 0 ,,�� � IT , I III �, ", UNOEO C " I � t I � I / I I I i . � I �, E,-M-C,�� I , L 1-11 ­- I u-m-or E I 1 - cc � , , I I I � : ! I CONCRETE BLOCK ,�, - I . I � ,,, I I � " �1. a */Q 1* Z", REGUIRED - L ��, � 1-2 ""IL. . L ;- i - ­L , CONCRETE BLOCK Ll J� - ": i ;1 I ­� ----/ i � , , --� REQUIRED �,­, , I I i I � SOX %9-�! I I i 01 *L - - (9.6 I* MY,,, 0 � � -- _��'. L REOURED, �=/,-:­� - �;-1 EAsTINT, POOM E 0. 11 I I �-= (W- � I � -- � 1 50% r W� - "I, - , - .4�, � .7-7�� , 771 1 , Q I . ,11 I iv=== : "Ll VAX OF 7L* -- �U,ft I I 1-1 - ­-A,-NN:"�`77 I J-�] r, - or j I , I 77 - 7 � I. UX, I I E,D .�� . 7F777777 i I � - - 7 ' � ,w ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 , 1 r T 7 I I I I . OONCRM - ", - - � a I CD - " 1. -'r, r � I �- . 4 �1- I I OYINCRETE .. � " 1 I E 9 I CASE C (PLM - "-' - MAY � a 777t!77 777- 1 ---L- - = , , I , - =PrED I SCALE 3/1&�I- � I FOR WOOD SEE SECTIONS ON SHEET i2 9 I EXISTING POURED 1� I X 77 � . ­. '.. - "" woum � �� q � .1 � I v ,77 . I --: I I I REQUIRED I - 1 1 --- ----- - - " I ; 11: , -,-- ; � , I A=� - CONCRETE - . -;3/4.- -L,-,] MR ,P, . I L -1 , C L . I I 7 I � J, - � I I - vbvll/�, I ! . ; . -0 �� �4 . . - BY. , . EL �', � " NO, I I . 1�, C i , � �, CONCRETE ANCHORS -------- I . , L, - 13 -0MJZ-1 1"i . . IG = - cq�& i 7 ; E.0 �'L I I : ED, - ; I , "I � , / ,- . I , i , ,,,M, 1:1 T,- =, . .. j 1.1.47 % 1) WN, 1/2- --- =1=161 .� - . � 0 E1,VY 1 I � � .1 CONCAERI. . ,,- . � I CONCRETE OCK , , a NB:YL� 9) " -�3/4­ r � I ./ sTuc REOURED - , I ii�7 1�4.pr­ �L - I - SCALE 3/3,.E4) & a ELEVATION . I ­-- =,==.,� . � , I SHEETS a THRotr, 9) -- - :7 , - � SIUD a 12 , I i r7w 1 - ... HEDULE M ') SHEETS a YLYR� 9) .am 5 t.M.oH 9) CALIX-IN OR PANCLUATE - �,'­ ! I I � :�"i - C. - - 11 L "T ii� I � I , , � 1, I 1,'111ERE1"C""" - I ,iP, . . (D t- (SEE saHE ME 04 ism SO4EOLU ON - �` Z TO 11(wo,"' i "i 46 L. (SEE SCHEIXXE W �i( X46 . a W, ,,,, - - - (SEE SC L � 'U'ALE .0 ­0 'NOLMATE ',L� - , . - -I' - �4�� 1W -... . � - � I -24 - I ­ - I I 0 PLUS OR or TAP-010P CQNCR=. , ,� `-'111'11N�,­� ��, ,_1 ��',',.,.�,� i --- � L 1/4� MAX- W . - � - ( " � J - � LE �- - ; i L- ," ,�) . - - - - I . - - 11 - . , T (SEE S , . : I_ ­ , f t I ... 0`1 , 2.57' -7 CEII ING - tur SOWDULES ON M SHEETS 9 TFRDUU- R) ;", , 1UILD OUT MQUNTINQ - I - I ­. � T, - I I f SHEETS a & 2) � . I , t/4* I WA5U Ito KING A WA� I "I'M 1 A I I .. , M 0- I ,��Q HATE A�� MQUIlInK c I `� � ; ,,, 7/1r. - *No � �-, �� -7- - .- ­­­- - - � 3 =1121111-1-411t-fi ... �Anc, - --_ . I). -0 i2 Y/2- ox� � CONCRETE ANCHORS agmilli i 51, .10'sal5-�i! 9 I ---, � 1­1 � SCALE 3/a-l- SCALE �1/8-1- SCALE 3/3- I' SCALE 3/6-1* W%, � o~ K`U`il�- ao. I " 4 I ", -<], � ­1 ", - , . SCALE 3/8-1, oRiNNO WITY10 . IT , - -­,�. Y.,= =.* . � � I CONCRETE ANCIORS (SEE SYCHI 04 1/4- MAX. GAP � f L ' ­ ----T-' --L----- -,- ­1 ­­- - : SHEET V) 0 a) I I EDGE OF OuST,14 I F-D. - EDGE DISTANCE - *WAA - M AAaJ ­1 -M / � ANORRS SIADGEM r$EE SC14EMU ON � a E.D. - EDGE DISTANCE I—- 5PENNYNc * NEW I- WIDE X VAIVes . '10, (SEE SCHEDULE 00 SHUT 9) I ! SEL',CH0,01, (SZE SCHEDULE ON � THICK AlUlIC TUBE ON I' . (SIX SID --(,).@ I MEA/C -99= Cn -­ - - I ,PN) I SHEET 9) OLX On 5E,00N A -A (TyD, - I ( I EXISTING SIUCCD P 7 WOOD PLATE $PAM SHEETS 8 & 9) ___w ETS a & 9) ­ -\ Ztfcew WOOD BAND I 49l� OR 'R � / OCT OR REQUIRED VALE 3/32'-I" f, � : � SHE L - hTO . " "" BUICK -�. ON INU7 a - , D1 I I I I :AAeL I 9 - . * NEW " WIDE . VARIES . 1/8' X : , C, ) \ RECEM" REOURM " M i I .. I �. CTIONS: ,--��� � i I , .1 i - - ..I 1-INLY- IgEgi M M NQM-�21A!WN61Qa­Qf-U0M; , ; ., ALUM, TUBE OR I� I VARLCS NINA ­­­­ RECT AND ULL MOUNTING � ,� . P RU $FACER 1 INUALLA110,H IN I 4-4�. -11�� I TOP & BOTTOM MOUNTINGS CAN BE " i �� , I - Evvw VOP . I I OCT.9%.K IT, 1, L 1 , � I 12 /2, ac 6 CONOWIT AW-110I - COMBINEI) IN ANY WAY TO SUIT ANY � - I , �� g "'MOONJIN", MR & BOTTOM MOUNTINGS CM BE �, 't, - 1�� i ME!om) =19" W 1 4f COMBINED N ANY WAY TO SUIT ANY �J ': T I ' ;�4 1 INSTALLATION- . ­ $m 4R" SCALE 3/6-1, SCAILY�&],I ,0,�Ni,,tg A rij N, �— Z I ­­ ­ ! ,J �-, - �,p, 0 ........ :­ �j;% I iNSTAILLATION I � YIMMM .LZ 1) ,� I. ,,, - ­'N, = W -1 �,� , �L��, , 4�4� '.. . 1� !- -c- " C . �,,� � /70r �:. �ki ,,% . �:,!!�,!;^,, `T­�, ,.,,­'I'�, �"'�:­'r'�' :��­�': , � orutk�:-.,�l , � Al/li . /,,-,� ��. "��"' - . 11 = UWL':�,�. ­.� (High VtIlwHy HLY Cane Zone) EN ­`-�I"s� ,1, 1:1 I , , : ; "" ' L ---I- ­'­­ , " M ; §., �� 7 t=�� ,� EXISTING RD I I FLORIDA BUILDING CODE �fflqh Velocity Hurricone Zone) ETEPO �V.�,""In'Evv"'" t's FLORID INI h Velocity Hurricane Zon*2 UNPD ; - '. - - (XWcor": .."o'cits-­ OR IiAL TPNoXW LoIcHi YX a- - FLORIDA BUILDING CODE 11 ;i Se"M -�,� ll "' a I I I I " 11 :1L--1*- 2, - - , - I I- I I - ;�"--,`,� -Ili I - " , i " i , � Z � . *r­ .1 , , TNA =J I I'll ,a. ii � 11 I -- I I . 1� r,", 1.1 I I J I I T, --, -�- I �� i I I I , , I I , �rx I'll., � f - I i* .- e, ­0 , � --,, " I , "' , i Mcd. - I I I , I I/,,- -it, I -, L ­1 I - I � Y ri,;­ t.l.".., L11,111, P, � -- r�� 11� � T � I 1 -3/4 - - : = (SM I Yee MY - , - - .2M TILITE0, WC . . CONCRETE 1-1 - L " , .XI CONCRETE BLOCK WLAL 1A cis"ER THAI, ,- ; . 20 GAGE GALVANIZED STEEIL STORM PANEL FP IT "', Xoav �. Wic. ZED STEEL STORM PANEL ' 1P < ­ ­ --Ca Z *.- I - MW T"TEM INC. 21) GAGE GALVANIZED FIFOLAM. - S - -- : S- MOM. I '11 - "'o" "a" "' M No 44167 ". = r INAXYH W; i -- : = STEEL STORM PANEL 5 M., TAA.rX Hea". TYRAWN INL 20 GAGE GALVANI WQ'IcHo" , * - PWAWH BY, = . . - - : : N -11T, I s -;5 :*= All. 501110HA--X =*� * " � - E.D. - = *: * ��Z- I Z OULES ON �Kl ,I IATE ., S-,­ , - Z -�-� i EDGE DISTANCE � - ­Cil \ SHEETS a "M ­ - I ,�E�� = -- � 7- 01/a/mY, UGH 9) -­4- GLOBAL PROTECTION PRODUCTS. U.C. w/a/1"'K, SCALE 3/8-1- - -, GLOM PROTECTION PRODUCTS, U.C. "'O M/7 SEE SCHEDULE ON ,TOP & BOTTOM MOUNTINGS CAN BE S .. *-Qr �-/7"'. _ ' L--y -1 G ION PRODUCTS, LLC. MTE. S�L r -. , ,. MIL t 7:�% S It of-, -.1-- C. SHEET 9) COMBINED IN ANY WAY TO SUIT ANY � 41'. S Ear---- . - _ / LOBAL PROTECT OUNT -,,� .. OR -TE—... -, - 440:I S... b STIW 1S - , , � -2� \ 1660 S-W. 11 STREET Z 9EIUNG -, rTL .= SW, 51 S`YKI QMIL FQR 5=05 REOUIRE S'. ea? �. �1-k 11LIECO.. , ILIEC;Imc ID ­ / IM 0� Z. I LUG I 1. r'-.1 I I nun Testim * fRiiIwEE.XR;-CWi-~ IMI.C� I -1. - ��, TWULIT TEYSTeei 4 OMMITICAT" 00-W P.ONE, Get, IMVW1 FL. INSTALLATION. , 0. - -M a E*=IW94Q Y - r, =I' . _.Wrr 9" " NHWQ` (0001I - (W)IRP-6.1 -176 XHI 10 STUMASH0 Rio,"'l-sly, --c- *1 ��, Fim�. 77P I. -176 � FAA,' -OM 20-176 1 .. Mei­ WW`­--X`i`PPeNL"iW 20 QUION IRA= ADJAf " it WXA­7545� 'O""(W)II&I - - - .. - PHONE, (144*54­7�& FAIL (�)MYS-IIIIry 20 ALt - -1*1 -1.01, "I'll. " ..-.',­-V .s,, I 0* .-,-. - -) . -1 < scAYUE 41a,Yl- - itii � .... ;-.iid & " ot 1=T � --;= -1-11, . : -. 11 ,,,, - "`I,�;=,II;"`I`"­­ tRAWIM - -%TIYV Ok-OM?HY -1 - I )- . .1 - I - --!!�� ...... ;,q­ . 0 -,I �`Tslcioauw/w,: - 711 D� Ni - �E­ Sm" TIM/0"Te WALIM I "US, .� I., - ,,T,ALV 14...R11.1i WLTM k - -7---+- vXto , . 24 WAIYI -.1 - I . . I Lt J A4NY7 ���.*­­�,�- �- - I - - in"MYYX�.ff - nORN11 &I '4WP7"` zth:!2� 01%4 , ,ivujr, IMUL, 6 . n 8 I I I I I I , D4mt 1% # I - - OL SHEET NO. SH 1.0 t.3A, WAL AND FLOOR MOUNTING iNSTALLATION FO � �" SPLIT PANELS +55a P...r_ -T2a ,.,.. OOrA'Rk1E AfR,T7�°, t5II 3I3wAIE EN_-._..-- StaR e t PJ ••-.,--,, � •'- -_ 6^.. __--- A-- �iifD e a 4j T. POVAID- t, �''°, Xi� e• ��� (��/r/;,vl�¢I� a Ts .. -- _ - _ ---. .... - _ - __. - r CONCRETE , )T f4') i--- ('_" ! ,LODE ( MBE ''1.-<-`-^-�-^ -•1 wQ`PtEP i L I 1 1 McS-T$ AUOlt CACTI!- f4Zit-Ta k10I! j tt i , 11 Nmx. 2' t. -t9 . ffi t ifaP Tro . eanaM) i c :3 IT. : RTo. mP a atetwJ _�.....L. `. 1. �, i I...! _ , L I E.D. 4 I / _ - i _- _ - _ _ _ t i 1 , z Yi warrw+ :. ,! ..._}.. �.. ,. j I 1 �H _ I_--t-_+. _41.1_._ 1 i Y. Al _,:';• 4Aal,r THA, earns 2 I 1 TH 11( j _ YA' _- 1• 1• _ W WA9HX a NtR. , i 1'jI `2J sna. ,AAsaN M. 1` E I 1 1 EDGE DF WALL ",: T.., BLADOK W/ 2 /+' c...'°1 1 � � �' t I ! i I ARPUCABtE 1,� MA: Pak CIRUlon wn0 J $/ta"a TIPf:W M, I I v`j j ! ! i I { ( }"" CA,Li£!TE a DtlOrrt M. WaDa: W/ 2 tla' 1 j ! I # 1 --'. !/ , t 2' __;•.__. nua w.o4': \ � Mtn Poem - etm i I i I I j IE ii / _ X E a BAR i ._ I I.4 �•, �_�.. I, 1.I) I I t., ± 1 MIN. E.D.® !TIED MACS ..,. f 9 I , , ....._r . I 1 ''-' Ill - - T 3 i ' u> e-'� : -q �, E AT1pi,t _ t���^ +pit Iran wn QSAPAT01Ylia ,c aKE.xrG a- 1 $ SC:11.E; T/A" �' i` ��A" 4 W. t t . 1 It 1 )� � + P I ri3 gRMY Pow@ W/y'-O" wur, PNNFI. �ECE�._i \¢ a /" t :' f "*i`T` 'T?TT'7 - // '.«T,`•.'.-•'.�•'.•"'�-La]MM 6 D[SIaN PNSStINE R11W f - _ M1AtXiY • ACE ADA PAPIN aaz (Roan I si!,. i I e e'ac. I 15 IT LL i f�_ UL M n6mM i i — SSA l l ) I 1 i I 1 I f I I 7._: �,5`y __I I 1 I VA TV pam. CP C,ept t4 f Lj T, `KOKIN .. -_UT. t E .`N i f I e_==iti —m ANC - t N SaIEDtAE , SnEE13 $ ! 0) 1- __t 4TfAP WIND, •A-p' 4o nNkL I ''�"'J-'i i t t : \/4L 2 Iab•N a XSION F:t951Mt M.TNO'•-" 4 _( �_( !IT,,t ! ffi ,H4A DILL, _»s " - i I .. . ".1 i .L ).. - . I CE $CMEWL.f OM THe lPICS'7 ..� .t i'M .�1.',i ! -.I If ,- . ..� F I lulI I 11 I 1 l 1 I I' l l I i ` p--�IN � f I 11 i}2' E 1 f).5 Iu,3/,' / M. ZT OR CIO ---la. w. i I i '` 1 i i i I i S5. S.ML. 6 Qa I� ,'_'/ FILLED BOCK -f• 7 I 1 i I /p_ l � rIII 18.7 1 1. 1 I i �,._11 } 1' �__rl l �J_. I I I (R96N PFdg9ee[ A,'DRG ! ' - p 1f14N r5 , n r _ _ PGA. -72.0­ t 4�----`- - wu>a II Q - ! I _ ). 1 T 1f ( r 1 _. - Z 11 1_ _ _ E a a w Y1� L -'�3 {11 ry axa am 7 I/3 ._. w�f2'1_ t' 3. ••_r. MUMON vm • m vw.urn+!catmcRE+ .--.»-.., i "._l : + ELU,MION SECTION Y-Y °\ SPLIT SMft PANEL ELEVATION rmE It SCALE 4/4--l- DUA" SINE I/A•-I° 'lrnrn=ir,T scAIr t/8"=1" 1U'iDo ILAS (NLaNw,") MULLION SCHEDULE Mqx_ MULUON REQUIRED MITI. SPAN (ri,) ^ TUBE MULLION - OPK`mn AACKRS ISO: aaH[DVIE 0011flNNIIF, L 4'-I. -' 2'. V . IX e a P) °t+A44 .t:C *• > a• s' TO s' B' 2' s a" a 1/8' �ONL yAy/Nfpt'Ts oFloax P SS,gC � K°T��.\I' P 1.. -72a -1. fsM1c.`'��Cll�,& � .` uCEM,� '• %4' fi '• r_ 2' , 5- , 1/8'. (£sue t, 3, a a > 5'-8' 70 a'-10' 2' , A. z 1 /4' - _ ~ F,' p '' ' No. 44167 ••' ] V-10' TO 8'-0" 2' . 6' . 1/8' .L: . S ' W�Am }.°LIGOFQR ASV6.296tGNf PRESSIME TOTTING •• P MARA 1.ELSF6�, ,SPR L BE ORI£MED SCSECTION8 1 WatH 6i'1J•E 3/8-1 NOTE: NULuoN CAN ALSO W *$TAAtE,? WfO STORM PANELS GN TOP OR BOTrQM SO THAT R S LOGA'IFB AT n]la OR S4r om OF OPENING. (ONE PANB, OPENING W/ TUBE TOP & WNW Hurricane INSTALLATION DETAILS FOR REGULAR PANELSCI7 A4t ;1 i INTO EXISTING WOOD STRUCTURES wt /B' Br t DIN - i4ta>B W r at. - _ 4YMNN A`u M// 6Aa43- AlOt) r , L.n AWE)., ` aP. , ,n' Kn rr.ENRSr .R+AtI+H10N / a / - ea .. -ro F w rmR aAA1fYI'MAI ,R� nNW6 ,l F4yR i rr.:,f `�' � ' m 1 ... r ,n' W++1rW - rail PCA - �' pf " It I " WY,AO+A. a•O.G-s t,Y ,.» 10 bamM +LW IRHM4 r J)j A` ( .. ., •.-''' ,c,n a:, uPrnexa FD�twnwn .), ,n•+r+ rasmslrw .. _ -- n• twna atrr ..' r;� a•.-aa u. uira T"-- :m dsmM Anna wRxA. 1 m croslr arw Hp`NK .... is�ta1•',uwm, *N a/ N.fus«.N w/ Anm omrNaru'. , ., r +.:. . .... ::` "._, '. r , M . , . _...._ .__ u"r. P Leal x A, P 41 ae �2 IrP RY4.I § i# tlT Vs6 - w>V MEMtlAA„ i X .._ 'F'i , I r _} l , ,, _ /3• •..� I r 7�t/a' 11-iaWWLt�IaF { ! ,'. ry 7„ ) �A. I T( { EAYr � a i .� x' `, i i r i a } Aw• # aameu x`ic I, C I I ' 2• /Y � f I I� xeaa aRunsn aA Rmtm I b ',. 1 wa° '.Il I: +� I, r I WaF-Ds.,Tc rlFo i� w I ',i w 2 I W�__ j .I �I.� NWi Cwd,• Ax.W.+wR,} i awN't at°3/Y t�i I T JJW i N/A t P• $PAGE r E"' 1' �W tt ;a ec w, , I � i t RI SPEPAE l __0 I I I P .,.� ! a;_- � a.,, i C, E eN s+�¢r a ww IvrDm I � � I > � r 1 1.I a Ma.-4LPWA a I 19 a In RA5$ I 9 I w 1 �� i- sum as DA ro aAs w i w 1I si a acx. I{ an .— f f I I T WALL WOUNTINC j I } 1 INSTALLATION - ALTERNATIVE 3W I I 9:renpac I I 1 B SCALE-- 1 4' - 4 ~a 1� PG r rw• 1 I f— �, I . �- _ I j A, ��_, a I. ----- fPnwN 1 =�� fuelcn i w mm� ueam. . M ' SRPo , ti r aL _� __ ._ . _ _. BUILD -our 610UNTfNG aawIA - L-.., ji1 INa STOa t C wu _ -_ 11 w{��r � y/`r " 'MEY;i;_ ' 3� l M.w qq , _.., INSTALLATION - ALTERNATIVE i W 1 _... _ .-: _... .... M iWIYA1x w MiE L%ffrOAOMR MrD FmwnA . - '•. 9 4' - i' SCALE. f CEILING 0�F R MOURTIN welA FLOQR MO UNTING WALL M4UNTIIiALLdSk - ALTERNATIVE itSISLAQN$ .ALTERNATIVE SW (SECTION AT TOP IS UM TO +55.5 6 . ,14'r l' { RED D MAX.l 2W )N$jALLATION -ALTERNATIVE As.D. DESIGN aREsssTaE RATING) SCALE TIC r 1' SCALE: 1/4' . 1° ', ,- c Ir/_7_-_�1___ C/-_ II I._ -iaoB __ FLOOR MOUNTING NOSES.: yRM14'41 1NcrALLt►.i10N - SECLILmw 4444 f///, SQgF- Ile r v t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS ..,» •.,••� °`',` ts�M*' UP TO +55:5. -724 p,sY. AND PANEL'S LENGTH UP TO 8'-S". �` :M�CEh1rj' •»::'{� Z FLORIDA BUILDING CODE (High Velocity Hurricano Zane F F O. T .: __ -.. 2. FOR NEW WaaO FRAME C NSTRUCTTaN. WOOD MEMBERS a BE SOUTHERN � - PINE NO. 2, W SPECIFIC DENS" OF 0,55 OR EQUAL � o2D2A TILmErJ. INC Fr. f f No. 41 S7 ' 1 20 GAGE GALVANIZED STEEL STORM PANEL = - CFAMt Br, _ F SE_EDR calAsrL(gnoa 01 IT T s S -,at ST E DF =c>: -_ ______- / � � GLOBAL PROTECTION PRODUCTS, LLC. DAm I�T` im-- TOP &BOSS aM MOUNTINGS GATT B€ i 1' -, fL 1QP; •` / t ,SOP sit. s1 IRICE, ,, Af` fl TA3 FIEFONC a INGRaLRiNG �lMwYY OWIL F. 3331, .... °° -- s.> zs, w P°Imoa PI ftm) s-75 s. F.: OAs )Ma-eml 20-175 COMBINED IN ANY 'HAY TO SUrT ANY �i,,F ' '' G + s '• � P.r. 1xH I;;r!p-n1,(RANI an-,wI INSTALLATION. % „S/� AI. `._ rATER k ILUrtB ., r,. Mo Nr,r Loa'!. Cut DRSMRIG NTT lfr 111111, W,FU0OA HLSW. 1 M,e7E _ _ _ _ LKECf l0 a 2A MAXIMUM ADE319N PRESURE RATING sf..) AND CORRESPONIIM MAXIMUM PANES LENOM "L" SCHEDULE NA ID ONLY FEIR PAMFi_S'"II Ralf INSTALLATIONS AS PFit SFCINFNS 1 THIFLI In FIN CHFFTC ♦ i R Al HA1%4 AS.b A+,o°c (MsL MRa RA�NatH 1 MRwM'v&1 rSCL ) �N `To atA�u PAaEt eaw6naN � TO $FOP:RS OF Ift +55A -72.0 7'-5. OR LESS I 3 1/4' LWI&R.Tm I THOU 5 At 1 .55.5, -77.0 >T a To r-R` MP� 2 3f+` -`N L.IEO 1 THRU 5 h 7 _._._T___-:____r_ '_T__..._...._ >55.0, -r2D 18'-r TO IV 2' M - 2 if2' tE0p AT a,ERIAF +a3,e, -Ae.D IV-4' OR tESS 3 1f2" T �'tN W 0.4 10 SOLID IN/ 114'4-2@,1' ss, OL& A, WMATAT 72[ETLw & :MAZNGM OF PANEL. COLIO ONLY FOR PANELS nt a 9 INSTALLATIONS AS PER $ECDiONS T THRU 7. ON SHEETS 4 A G) A44YALM A.S.O. DESIGN PRESSURE fUTNG (D,a.f) MAIWtwd AnLHCAS SPACING, FOR EO . 3 Y/r - APPLICABLE o * 1 MAXALM PANEL MIT 'COMBINATION J LEAa , v (ft.) OF THEN � CIF TAP -GRIP O9t- X PANETIMff Fak,UE 0 - PANEL MAM PLUS 1 11 TO P1iCw E1C i' M.GR.N� TE t0 WNCR_RE I C 10 Ta nO1LCRETF I Cd•IYtL- -'m t{i [i1i.'GKTE t SLO,TO CONCRETE COIGNE E` NfA NfA i NIA e` NjA e' N/A 8' N/A i B• I 5' N/A N/A `T!j' e` i B• 5' I 6' r b' I (earroto i w' i V. - NfA R/A 6'%/N/A_ 1. e N/A S v NfA 2 i t 1 H' I NfA N/A NlA 9' I NIA S" I NfA 5• N/A 2 tBOf) +555, -72.Q D• I N A l 1 W. N A f S' I W. e' NjA ( , e` R/A ^"� 3 & 4 (TOP) : 7'-5` OR LESS OR ILLS ���---�rTtt--- 1 H/A ._ N/A ._ 5• t e.. I-,r A• _ e a� ___ y_. 0.�._.. 1! ._.. (@Onawi I D` I N/A s" WA #fK N/A M7A 9' _ N/A -..,....�._.._.._, . H° a' N/A I e. e" e' A` N/A A•_...,.. 7 ) I 4 ffi 9 C______4 _ __) 4 NfA NfA .,•. T2 rf1` a Tfa 12 1f2' B ,,, e tja' $ Yf4` e , A a T/4" 5 (TOP/BOTTOM) I SEE UNITS 10 a It FOR ANCH TTPE a SPACING FOR INCIA"RDNS INTO WOOD FRAME SLMDN0. WNW W ANCHOR SPACLNDS AND MIN AAA EM INSTANCE ARE ,M C43M 1W THIS SL9EDia FOR E•0, U°S5 180 INDICATES ON SCHEDULE REDUCE AANCHOR SPACING BY MULI ;YND SPACLNC SHOWN ON 9C,EOUVE BY THE FOLLOWING FACTORS. FOR THIS OPERATION TO BE PO$SKLE. RMUCED SPACING OB M40 USING FACTOR SNAV NOT BE LERB THAN 41u41UM SPACING INDICATED FOR UCR AFr_LWR TAPE AT ANIPMRS LEWEAD. 1f+A? Ile..- i/,V t/`A I/4'. I/4'A ANCHOR TYPC IAPOM IY T)P-F F - _ Vi14-M fIXID•9Et tit, Amoext Mwat#6 IA.) 3 3 3 3 2 1n 3 fk#Fpy,a14MQ!Grwfr (h) 3 3 ,} 3 3I/2 .bW (Canal (t+3 ] 3 3 Tj2 - i/5 3 ,R MLVL CS 0m Gomm PC= +. VA ss I 3, -= - .__ _j 3 `" rm Tao ±m v - 1/e to.. 5/e' LONG BRASS BUSHING W/ INSTALLATION DETAILS FOR REGULAR PANELS (-1i & D.C.. FOR B.S. M.S. e e to FOR /*' +ANEL 2ftrLENGTHS PANEL LENGnB MP TO 5'-0' 6 O.C. INTO EXISTING WOOD STRUUCTURES ." FDA L•ENG'THS UP TO a'-e' MW. IXI eT9-10 PAMELAITE FEMALE 10 OR PANELMATE P°.LS O _ . , 12 t/2' a. C. wTTN t 1/2' Min. THREADED ----�:Ir1 r • ., r -.:I ��� j PE 6 1 m N Ail MEYPA ION FJLOER FOR I,E}R;IHB UP x0 H._H. �� 1' 1 , 1 1 f,'A LAG 5i5Ti14S # E a.G� ►�// �. ", ` a _ i • i / £. f � 11Z i T ,_..I 1 I 1 ICI. P#wC+RN14N °i'..-_ "._fiI ,,' t4 N[JudlR. t p Y -^t' AR,� 1 , w ,s ,5 1> -•^d s r,- ii , ',IS 1 ii i I � 1 W 9 ) 'r:a/aa wFa t- AP b ®` D:C rY i EO ' . s i+l 1 T 1 t ,. .. .. j 1 ,,. _.....__ _. __._. L: EG £O 1c `--� . �) --- t 6 E. - la, 1 I 1 � it 94 � + ik , i;7 epop . 1 1)I . I I 2 lg t ) PuK�__ REOURED I 1 1 , ' Aaoo REACH I I . _ ` i "g i! __ - wn FaD A f E t - ALTERNATIVE #W ALTERNATIVE 2W I g SCALE 3/6=1• SCALE 3/8Am4' #i CD SCHEDULE I I BEE sOHmuUE aN SAEEF e ( I - - FDA AW, seYAtATfIXi --- 1 TD GSASs'. I 1 T i FAR Mtn. I r' 1 ra'",�,Tg[�yp 1 I I SEPARIMOM TO GL/BS. 1 I :I I EW ,2 ,j?" or.., 1 !�: 7'..I FO I t '. I 1 1 L I I EG _. .__-._ .-_. ' f- L_. i 1/2 7 - - j - iIII £0 ._.'_ 0 1 �' FE ,.I 1 a" La. , s s' LONG ewrss 9UsrNwa / f A'/ 1f1',-20a2' S5. MS a i/4' bGY'� L ,F � / '' 1 PAm 1-1 vAv j . i ! FDR PAN¢ IDGDtS W m 5'-a• AND 6 $ I 2-s, `UXE ,/,• OC MR LENGTHS LP TO W-e' Mar_ OR /14-10 PARLUTATE FCNALE 0 OR _ REGARD, II PANELMATE PLUS a 12 1/2- 0. a WITH I i -i/in- 1 rs os W i __ �+ ALTERNATIVE 3W ALTERNATIVE 4W 1 II I L RAR OF CIMINO *000 Uh FOR .0; 211+ PLATE ,'i I O AAAARRI W PLATE I REWIRED SCALE 3/Hut' SCALE 3/8e1' ALL '007 Hs UP TO B'-8' U., .i ALTERNATIVE WOOD FRAME 1?ALTERNATIVE _ INSTAUADON CONDITIONS : ANC09i LOCATIONS NOTE T SHOT" TRACKS NOT SHOWN FOR CLARILY 113111990 SOLE 3/6-11 7WI SCALE' 3/a_r _ �: 4AA"'01In1ItnJiff/1F T. INSTALLATIONS .ARE ONLY VALID FOR BUILDINGS WITH A.S,O DESIGN LOADS "'•+' . • •,b..... •, :� y EN ' % UP TO +55.5, -77-0 PSF AND PANEL'S LENGTH UP TO 8"-6` 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS Ta BE SOUTHERN r 13C •. � � � FLORIDA BUILDING CODE (High Velocity Hu" cons Zone) +322ewiurarr.. PINE Na, 2, ar/ SPECIFIC DENSITY OF 0.55 OR EQUAL z IdO. -S a.A'x 20 GAGE GALVANISED STEEL STORM PANEL �,: -. _ : qL,_�. s ....� - * .,. o - .�4^-. -a-,[..,y ST , .. .I W , YyR \GLOBAL PROTECTION PRODUCTS, LLD. er/2H/2020 FM1 CaMB1NATDONF L,--:4 sFrlcns: 6 _ -. _..._._-. ��`•. Pi TI "'�'J �fi j �� !s 1!P INC. 4Bea &w s1 SRaE.T PAW, r, M E: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ., •, H +S ' -+ ( T+u11n TT;BnNa ffi gROF1NE£itlp6 caTmurc .s rin x. , aaA _ .. oa+_ R iAw) atr K . Fc.: DaR 4H-. w 3331, P+aa: (as4)BBa-FS,S. FALL: N3,�-aTBI - LF. A, +o.nr a - OU. T 76 No: INSTALLATION. ,i,;, _ N(101"VC SIA,/SIGNAIURE/DATE CA-Docat19 TfkPLI � TALE ... 1 E - , - m tr-Lai _ - IC 11 ±] ft OF m . '..7 .1 :. II _ \ ;A- ' °.' 1. P. , A* *;- •* a ,:1e i A MAIBWM MAIMN ANCHORS SPAN FOR U. - 3 1/2- •` - - ­ ­_ - - AS a. DEM TAACON CF TAP -GRIP CALX-N PANEUMTE nvAE IO PANELMATE PLUS SOLID SE f APPLICABLE TO SECTIpN3 e & MAKIMUM PAHIEL . PRESSURERATING i m �. -I m �-'I ANY c, L'..MaDi t' (it). 16 iOf. RF%E I W!'YAETE F0 CONCRETE CONCRETE C TQ CxXNCREiE l CONCRETE �TO lit CONCRETE CONUICKE TO CONCRETE I ilaux. F 10 aaNCRfrE C CONCRETE IREMnOPi OF THEM (P at.) I BLaGH SOCK t ffi.OtlE BLDCA 1 BI..00N I EAOCx 1 6` I N/A N/A N/A 6` I NfA 6' ' N/A 6- ` N/A hifk N/A t [TOP) 6" 1 A" ' N/A I N/A 6" I B' �6' B' 6- N� N/A 1 (BOTTOM) �t �fA � - e, i N/A N/A N/A G" Ft/A 6" 6� N/A N/A 2 (TOP) 6" N/A �_, N/A �N/A N/A B" I N/A _.1._ 5' _-N/A 5" N/A N/A N/A 2 (BOTTOM) .. r55.5, -72.0 OR LESS 6' NfA 5" 4' N/A N/A N/A 6:' NjA . B' wa, 6" W 6" N/A 6' ,,_ N/A 6' _-1-- 6' 1 6" N/A - N/A ` N/A N/A 3 61 4 ('TOP) 3 (BOTTOM) >7'-5'. TO B'-8` e- N/A N/A NIA 6" N/A 6' N/A `'. _I N/A ____4 N/A 14/A 7 (TOP) -�- ---�- 6" s i" N/A N/A G` - 6" ------------4iiiii------ S. 6 ..._, ..�_...�._._,_... 6 ! - -S-,--•--j#� N/A N/A 4 A 7 (BOTTOM) H/A N/A 12 1/2' 16 T/4- 17 1/2- 6 1/4" 6 1/4' B Tfa" 6 1/4" . 5 1/.- f N/A 1 N/A 5 (TOP/8OTTOM) -50,0, -S].3 4/A N/A 12 t/2" 6 1/4° 12 '/2` G I7 E ve I 6 78 I/a' G Ile N/A I N/A 6 (TOP/BOTTOM) 8'-B- TO TL'-a` 55.0. -72.0 N/A i NIA 6 1/4' i N/A 5 1/4- N/A 6 1/4• 1 6 1/4' I G 1/4" ISI/4' N/A I N/A 6 (TOP/BOTTOM) 5'-$" TO IV--2' N/A N/A I N/A N/A N/A N/A N/A I N/A 6 1/4' 1 6 1/4• 6 T/4' ' G 1/4' S. 9, 10 (TOP) 1- 43A -48.0 6" 4' N/A i N/A N/A i N/A N/A N/A 8" 1 6` b 1/4` S 1/4' B (BOTTOM) 4" 6Es G" 4- N/A N/A N/A I N/A NfA N/A G" 1 6' 6 1/4- i 6 1/4' 9 (BOTTOM) is 13R LESS N/A N/A N/A N/A �N/R NIA N/A NfA B 1j4 6 1/a" 6 }/4" f 6 1/a' _ 10 (BOTTOM) SAE BIDETS to. 11 AND 12 FOR ARDMO:RE TYPE A SPACRNO FOR ASTALtA714Ns INTO WOOD FANNE SLIKONG. WNMUM ANNCHUR SPACIQ$ AND 1AAW0 £DARE DISTANCE Aft INDICATED ON THIS SCHEDULE FOR CO. LESS TINY INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY OUIMPOINIF SPAC04C SHOWN ON SCHEDULE ar- THE FOLLOWING FACTORS, FOR THIS OPERATION To BE POSSIBLE, REDUCED SPACING tlBWNEO USING =ACTOR 5HALL NOT BE LESS THAN IMAIUA :AA£NO PKI!ATED FOR EACH ANCHOR TYPE AT ANCNDRS L€., ff9'. t/#'. 1/4•P ,/4•-if4 P 1/4a W-aRP PA'R'1 TI1paw Ci , CALK-W 90lffi-Ih ANCMOR SPAQRt OTC) 3 1 ] 3 2 In3CoatoMlAWCanPk, •` C) _ 3 3 jj 3 3 ,/2 feW-1 aAAP,r geA (III 3 3 3 1/3 , 3 I/2 ACRYL EA "m Bi01NCE? _ E A a T O B I I/3 m _ _ -.. ,I - ___ �____ L��_E__ 4 v. tPO 83 - _ �. - C C%j CLI = RNI�Pp C" 7 LAJ O = = O c_ O CC V N E = CO >4 __j � <.: Li- 0- = - m a - ' -% finw Q O N Es Y s d � t C w =A a 3 en >_ ly O3 O • U Q3 C G .� T N -EL .a e a_ O O O_ V . Q, •;.,...,..., ,vA e s FLORIDA BUILDING, CODE (Nigh Velocity Hurricane Zane ' N0. k 4i0 6T : Tiro' "P' 20 GAGE GALVANIZED STEEL STORM PANEL FP_ uuwN a+: ST * E / I L. III° C C (ie a07/2412020 \e GLOBAL PROTECTION PRODUCTS, LLC. mrE: !. �1 S - • +Ll -°` 41�TiLJlT 0 z iCi'riife l CABIN N$ COMPANY rm 3aA wwaA eAma a ssra �V n. i3:f59. FF p C 5,3 7S a FAQ (v59 NM eror 20-1 76 lf71� q %a L C GI, °rN ^' Q.n it -_,A3A F,. , rx,) rn-,eat GA-000014 w QR"IRIO Nn.. 1L E �/OA1E W� A PUP a ir'E NA Fa+14E _ - sNCE't R or . ( INST•Ai TION DETAIL„ FOR REGULAR PANELSi ? & (M N•TO EXISTING WQOD STRUCTURES .. .n. it _... t 4« 0 PANE13dA7E S 1 PLU 4- R Isi, i 9 0 PANEIAIATE LUS , f I ,. / ��.. + 4-t K P AN€LNG .. 'ti f 4 P US I. 5 f / : I ,. r. : 6 4 a.e. w T 7 B f f f n r Ow iTaLEADED PENEIRA 0 Y D.G. ,. B , r f N f _ nIRUO PENEr24n0 0 EO �"�""'"" TmN r` ;' t THREADED ^R1 N 0 x '.,. .. EAAE➢ PENETRATION W'OOa £ ' .., wEdb EXIs11NG wDaQ READER } EXISTING WOW HEADER w ERNS G O00 READER 4 r{ ,�L R If+.ED iaa Ill I �- I ,.. a ,. 1 I .___. ,.. .., 1 I r. I v r; , ,....-.,�_, t I ,. , o I e E1iR1 btlw • } LIB` ... , _... Mrf WW e �I I 5O1 @ 8kk." tAft SC2 a WOO(1 HEDGER 2' RI REQUIRED MTn IA : ota'aO r t I p r I 9 a t :• of I 2 I`a wOOO HFAOER _- M:ft I REOu D RE 1'� :+ a T 4' oz. A'/, 2' f W ICI sFE SCTEOUik ! I 1 I SEE SCHOOLE Get _ 1 SEE sCTEOutE ON I ''. 5iRET 8 FOR WTI. * z S`,- 8 F!)R Men SEPARATION- SHEET 8 i FOIL W. SEPARATION I TD GLASS -. F '. _ m 14hS5. E ' ; :, ( >b NIL/SS - I e/,•,-m ' ss •'. - -) Man. PANEL kEN[tFH (SEE NOTE I I _' _ - 3 MD4, PANEL i 1f,`I-2PF' s.S... ' 1 CSiE L€FX+TH - - Max PANEL LENG'ilr AtDi€ i7 i!.`+-2axt• ss I I {SEE NOTE t) I MS w/ Ifa'a , ,. I M,S wf I/!SE . _° - --- - _ - ( MS. w/ I/r. a � _.._._.._, :. I3 32' . TAw dMWY DKRt4' I V -_.-. _ 1 3//32 TANG IRA -ji .... 9 e EVERT 01ASale � 7 I f 3/ST wNo MfF _ I e EYEtn' . m . �, :. i t _ I___ {{ _ . { I I , I I SP# $w , DF i` I i rO OF L. MAN .� i OF L' MAX .. j i MAX dw ti.{{.1�. : 1 '.�." I ,' R 3 32' / - I ',It- L ,. +'Y-27tT' - ' 55. DES. w f _ a, ... :: ._: 4a _./ k,_ 1 ,: 0w0 t� Q _ ' I E � �`�.,F i ig 17,'OG M. ` t , 7_ '.:. � '' 1. T r�Y��2 AYR3�S2' EO. .. t2 I, u -➢'--_G. --_--t O ».. ham,- I '-, `•... ` i � '� I r �" E4• I .I -_ I EGO, f .- i --. T (C.-,,. ' t.. ,/a's tAG SERE 6' O.C. W/I 1/2' 2'=4' w000 PLA .. {' REQUIRED - Sa-tQ PANEiMArE PLUS Y•.4' WDaO_P;ATE ••-# REOUWED _i j a 2'Ii` WOOD PLATE_ 1 MIN nKREIDED REOUIRED PENETRATION AT i 4 5 1f4" 0,C w/ i ?fB• THREADED PENETRATION O 11 I P1/a'+ MR ID'M OF PLATE ['11 L.l ME) WION E'F PLATE , LAG SCRE YS C 1 6- D c. st;AGGEHED wf i; _ �i_ _. STW W 1/Y MIN. I=� IT f OF PLATE - . -- ", - D1 €CT MOUNTING INSTALLATION AT Mro� 8W SCALE 31B.T° No ESt smE vs-1" SCALE 3/8a I' T. INSTALLATIONS FOR AT.TERNATNES SW, 9W & TOW ONLY VALID FOR 1", BUILDINGS WITH AS.D. DESIGN LOADS OAP TO +43A, -48,0 p.s.(, AND Y A1iIL(/ ey yy114t4 PANEL'S LENGTH UP 70 12'-4` N. 't,�•" -^ `-^,, 71! 2, FOR NEW FRAME CONSTRUCTION'. WOOD MEMBERS TO BE. SOUTHERN "{, •`.::r WOOD 4N SPECIFIC PINE DENSITY OF O 59 R EOIIAi. O ~v GINS' r +``' `- 'L "� FL U t o if u 1 FLORIDA BUILDING CODE (High Vela HUT Zo D N0. 2, W/ a ,. acne n tl' NOTE FOR GDMeLNRaLaN OF CT10P45° Sf - z No. _- • ' * j aaa2o mt=1 Ire 20 GAGE GALVANIZED: STEEL STORM PANEL rp DRAWNa TDP BOTTOM MD )NYINGS CAN BE COMBINED IN ANr WAY Ta SLIT ANY rt*: "k - rt - ^ ' A- _ , �a ., 5 ^`_ �4+ __ .-,- - Fl � J I Dec. GLOBAL PROTE TTON PRODUCTS, LLD. WI2A11l'. nm: INSTALLATION. _ p •, lR{d ..�,,.:L� ,,. y, F ''. ...., •' .. ' , Im SW. si STASET 1TRLrt TE�tome R ORKNEEA1� CAWE.. 3L mt. .. ten, x, w.. ms. aK+a.. PTm'An1._n�urx wit : sost-Fs+rs. tAe: tsetkA'o'FP) 20-176 "A/NeF N AE �4 '� .... -. �) RrkarmAilo �" " Mrra aRATARa NR. E sEAI^lawu F,un[ WN-IER A Tun b'.. P.E aP »-ie - r Mc 44 B - - EiEEI -6-1, N N CT3 N —1--W U _ N Cl) Q O O = c6­0o- CoCD O CD � VJ 0^' O O 0_ W O O m 0 p > ''Cn — Cn O Q r- m .0 0000 U) C- Q Q z w J CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCRETE ARGMaRB: SEE SCNEaAE ON SHEET t,T F -... M " (SEES LE 101Y (LEE SCHEDULE ON raw wow SCRILII':. SEE SECTION ON $KM 15 ALTERNATE ALTERNATE. ¢ .r q 5y��5 (,+`"^�1--� LOCATION 1 :.:5 SHEIK I41.�': 'r` T14. 'i}�,✓Ar NfA CR 4%4 _ 9: 2 9E Tw '75 1, zl k SW�rtS ! 1 '�..f "r..?. LDCNLOM( $ ( ''.,.°i ; AT END PANEL �_f ( N T FOR I.. S.. _ T... \\\ 1f4"+ Las SCREWS o a' D.a. Wf - T. _1 POUREq c I Bra., / ,500" �.250'REW -`` +00' e . . .. .a... - "-1' III, ,'- r. _,__.._ t-p !f2-'-'-`--""+' '-'_.",AT END PANEL - T1p.I :i t ,0 fHa, 11W£V ; PHhw:'IRA Iles � � ,;�' __.�� 1 , : ( � sTL;Ds Qi�l a '-" i ( I IN O EXISTING WOOD STRUCTURES - .—. _ PANE'HOWLD } POURED CONCRETE N F I t _ _ _..__ _ I I (2 1/2- 0. Ca I I { I a NRD wam TIDIER RER `AHED 11 • I : I I ' 1 } l I ( ( I i l I } I i I i w t:'1 1 6. 'o I : 1 r i 1 i I I I i i I I 1 i 1 1 I: 11! 1 I.2 -c y (D L W W ° � i coat w f °a (i I I ' I 1 I I I ; I I 1 I 1 I ! - - -^--�- - I _ � a}s` A- (us€ 3 - - - -- -- - Cn }� yI _ I i �',: i[ L i I i I ( I I I I I I 1( !' I! _? o t i I` j� 3`.wa. tus€ R) _ ...7. '� I o, I' • - �I 11 ( y 1[ �.I Imo;,,, I I I I F I , ( 1 t I€ I sruDs er l n I I i 1- I E �,� _ �_._u� _I_. I .l_ , _ _N L i _ . __�.�__ L.i_ a_1 L_l_ ,_ I I ; :'; 1 �, -__ . -I-' Y _ I } - fit F .- _. I - _ _ ! r i t-i , r y, r i t Tjj )) (2 f2'Pa } J 1 j i( 1 i I I I I } : L 1 1' �� T I ( 3 I I I SEE SCHEDULE aN 1 sm SCHEDULE ON_ ! I! I+( I i I � I! I I I i I I I 1 I I! i I I I 1 I f TO :LlA PAWL I ( I ' 1 j I ( : 1 l i I Y Il., ,_1 't1? j r . 1 SHEET x9 I I SHEET 14 I. PANEL), I {IRERIWt P. (RrrEro6a PNNEL)f �tlNrfAma PANEL) I i I mo PiNEt)I l I T 1 i E ( I 1 , 1 ! I ! 1 l ! I I f l I iI ; 2 ! Eai � - "I II DR a.�RATAL4 FCR Min SEPARATION ) + ' I I , I i I I 2 , i 1 L ',. - m cuss I i) I l I I I I i _ 1 _ I_ ,>.,.-, ,J_vfS+.3l3Y I e'a3 32' �";-'- _J..1. --. .� -t- I 1 I I t 1 I L I Sd 4d i I N I 1. (w15) `� 1 r E i i 1 j L-. I I €4. li! .�f='I 4 § :fyC jL }tom, fhn0 N STUO s iz,fzo.c. SDq a�Ni tLf'2 ac, i ft 1 I I Is ! T I I rF I i• I 4 j i0T 'T - ED, 0R T 1 , I I'll i U > ': j € 1! !3 I 1 11l 11 i j i t I 1 O I Tfa'. SEE SEE --B.IERIOR PANEL °^-END PANEL O I I I ){ GND P R, ` I _ I 1.__ '- - 1 __,/ tf4v,T MAclrn+e . . r` - ' Tl9e.t MACHINE ; ! ! 1 1 I ' I l 1 I I 1 ! 1 I - • I SCAEDULE 611. BCFEiTULE /T 1 I/4 SEE sEE _ , tNTE7nOR PANEL ti - AN_ WaDo KEAa°R I _ _. EOi . - ''~ E01 ._ 511E Mm' tG%SE n - -+ 1 I I ! , 3 I ! V - ✓ I-s' SCfEOLR.E `+� sG11ffiUI.E i a t W f SPIFDNViS FF -} ♦ p ._ _..u: 1 1 B' Wa. j ` } I I E ' _._J. .(s-I...I... (�'�^y / --.; .••, FOR MBA.•'-..Fi# Mat. It I" H OR 4p _ r ACOU,RCD (BEE OfiLT 11147 ,.. I0 a 12 m a. 3' WTI. (CASE ;I) 1 / � wTX is fx�`' oG L _.i_.4) 1 i.._"(.I.1 S t_�_ ._t. _ , ..).._ ...1.! .l .,..:.1._I. I.1-_l..l...w 11, -. � 3. `ANCHOR I I I. (SEE DET 2ft4) i r _ 'j -_ _.. _. .... _ -. -_, _[_..., T ......... -.. OR DIRECT MOLINi SPACING SPACING 3 - Maw 2ANCHOR A- ANCHOR Y 5' I ! y 1.. f r T.. ( A) T I i E T I i l t rANCHOR " _. t'-3' M€n ,...._ .:_,_.>., I,_._.._., _ SPACING a- #Aln. �:... ,.,._.," t I d. }t 1 � �y j WDW HEADER I i I 'I 1 i I ar EHD w�NELsI I i I 11? 11 t , I 1 T I ( ,- wl _,..,y, 1 t$� REwOpau°" ED RI we: wlarD O !' ,;'` ;pJ a (56 .011ZI 1/1, I. € + S ''�-$^ P/e Psi 3Y •-^ 4- �,./ + : f ! I I i [ 3 1 `-i- -) < T Sr,T F. 3(1G' = T" SCALE: 3/i B` M 1' ,+ g WINO a emrf777 , , F e 2/14) k I a I -- 1 /'i,.c }}OR;..1 j I i :I I B'L FOUN3E LOCATION I ✓ A 5114D 4t to rJ+` D.c,•. o ! I., ! I i TERN TIME 1 A NATO E / I Ar oIPANEt� J I- /±��j IPDNtm CONCRETE•' I _ { ( `,.T" I 11� i. L 1 ' l 1 I 1 ;: III I iksaE ttTAAS I/i+ t��Mil.I�t.�, ID.. QES PRESSURE TINfif 12 s f) AND IMUM .A�x�IIGN 0E TING it2 T3 f � AND CORRESPONDINO ! .,a=.1 � .,A.� �! ��,� � Q �CO WALL s I ' � I ( � i I / ) lSi11 !INS F- + v M I i ilR. M frt3.. "sIgp- I . f i MAXIMUM PANES NIACIN L SOtIEDULE (r� (sue "1CL rxouwm ' I �* r _ d - 1 3 4 ER t 1 1 2 $ rtW 6 1 & iW T5 IMP OLE-OILS T— Sr[9wi 1 R : +'Dlr+t-�Fcw L•Pr scr>„ Ua&R PANES j tD a to ,f2 at I -.: 1 1 t� 2/� 2A/4 / / I /1 , x / INSTALLATIONS INTQ CONCRETE A ONOER � t 3 am. I/14) � � , 1 '.. E T I I I - I I ALTr:RN41E lnttnoN ,InO l4 SjRUCT1IRE$ N E$ Is 3EPFRAmN PAN@ I i i I l T I U) < 1 / 7 _.1 ON LIFE SAFETY PANEL 'v. $^LtFLit,Js, F T fl',t„KIALL F�Uf CON_rssrONS TOP R �i'TOM E D -I". ASn D.C. w. PANEL tnGtHINNIANUA, SEE PW9CHE1. I i I _ °T' n r ` 1 ' 1 l AR£A W/NO LIFE SAFETY PAN€L5 .. ..-_ LOCATION OF LIFE NFL NOTE iBEtOW) _ I.fay) >a maT 1NIMIA. - .. - - 'z T $ i p Cant i.e. irEOULAN PANELS wf DR ShFE'Y PANEL --^I MNKLMUM ASA x 3 1.i2 ` MTACABI€ TO fJ�'-B') Z 5/.' uNBpLTp TO GI.a:S'� .I L 1I....... _ S I I i... _ _ . _. I - , IAPC'D. rf TAR -EAR OU-N PA°Win4R FEN14E RT ' PNdLWC PLUS , i 1 . _ �. _ __ - W10 RR_f.TILM TRACKS (BEE NOTE , aESrdt -, _ SEOTR1hS / R MAXRIUM PA±fF _ _ - - I -.1 i �* J _ r0 W,iGmRElE m TA`MElE m CONCRETE TO WRCIE TO COMre CdABINATpN LFNatH 1` tit.] I i £fli `,0, WHCRETE ANCHORS ` - BELO'M) . LAST PANEL Eiji TD BE INSTN1fD AS ACE I I ! 1 , _ (SEE SCHEDULE ON J - R EDGE CIF LIE iAFEIY OR41 PANEL OPENING Swat M71N0 ETE BtdKx COfB:RETE BI.00X coIICtETE OLT" Ocx- CO1fCRElE Bi7X:R CONCRETE BLOGC TIER SEE SHEET 15 FOR ANCHORS T1TaE a SPACWC FOR I0.5TNywnaNS MO WINO FAAI E BUILDING. I i OR f PTIO 1 O i SA STO M / '.' SLEET ,y wAt_ OR SLAB ALWAYS Ig FNR%CAE w REAR HANOLT - MaANM -I&WR SP&INGE AND MNaIUM EDGE CiSTANCI: ARE INDICATED ON IRS SCHEDULE. roe I ! - I I i, ei � , �0 POURED CONCRETE 0 cowr wI TQ FACkITATE IHSTAUATpN IF r O40Ca 6" N/A N/A N/A 6' N/A o NfA 6` N/A 1 & 2 (TOP) E.D, LESS AVN NYACAtED ON SCHEgAE REDUCE ANCHOR SPACING BY WLnPLONG SPKxNa I Efl V CgTi. REQUIRED Y I -Oi ..:j 0 JSEC�{ TO BE INBTM1LLf-0 OR REMOVED FROM IhTSf� 5•-O` DR L6$ :. SFIOWN ON SOtEOtILE BY THE FLIM.OWING FAC?OR'v'.. FOR 7HB nPERarwN YO BE P0S9BLE f EJIHCj/jj N ` DE STRUCTURE 4SS.0. -72,0 9" 7' 9` 8' 4' B` 9• 9' B' 8' 1 (BOTTOM) BI:FED41lE TIN"' rt•-. REDLIGED SPAr31C, OBTAINED L/9RID FACTOR SHINS NOT � LESS THAN MNRMl7M SPACING {p� -... - ''. '--�E.D • 11 `' INGRAM MR EACH ANCHOR TYPE AT ANCHORS k RIM t � 1 . i w�0 PL`m O gg smart,A) 6' N/A N/A NIA 6` N/A - B" PJ/A Fi' N/A 7 3t 2 (TOP) r5 a;A.+611L1, - WALL AND FLQQ�4,4II� iNST UATION $CALF 3 32--i- +55.0 -72.0. >5' O" TO 7'-G" '... . N REQUIRED W MOUNTIId IN LION 1 1 1. / f W Ran m .�4LI. �* / B S` 9` G' 9" 7 7 2" B" $' 9" 9" 1 (80ttOM) f _e_. �/,�, _ 1 4 ♦ 1.4, T/'I's-„_ Y `- (s�. r WOW PLATE SECTION OH T SCA £ Sf6' _ y` - SEi T/ON -� $GALE: 3fG' - t' @ @OR 7 1 `• f )m G° N A N A N A 6" N A b' N/A G" N A 1 R 2 TOR) ,-t/4` Aar, GAP I/,* MBA / / ! / f ( AIT� " TYPE ra t f5 Vr-amF :AIEfAwm wffit'fNAtF" �_N x • �',. ; ,. : REQUIRED , � Q_ 'ji +55.0 -72.0 , 7'-6' TO B'-B 1 I r' } GAP M. ANCHOR BPAKWnO �' 3 3 3 3 2 I 'I Q- 4' 9` G' B.. 6 5". B. 6. 6. 1 (BOTTOM) �, #.•! _._,,._ �-. i1 hgTL�.p,N:..tJEL. LEE SL(i+d L1....S;.SZJLA4516LL& ION,,.;. wttlBllatuet wwMTl an) .a S 3 .I ^ 1 It--) t„I�,M raN1 (NA) ,_._. a .,_ 3 - ' -n i0 s vr+-` __ a .__ �! , ,,11i '` 411 rapt, ALTERNATIVE. 3 ALTERNATIVE 4 U W I. LIFE SA STORM PANEL CAN BE PANEL LLOCATED AS AN BE RAVEL (FIRST DR LAST PANEL) 1 , REOwwED 1- OR AS AN fNPANEL PANEL. CANT' PANEL LOCATION IN BETWEEN END PANEtS). H (AT rNTERWR PANELS B (ALTERNATE LaGAttaH ACIt1Y. Orb *DIRE PlCFOtt I TAa LATE i.Irt '^ LIFE SAF£+Y PANELS Mar OR MAY NOT BE INSTALLED A4J,f,ACi7JT TO REGULAR PANELS 3EF NY77E ,1 AT Elm P,WELS. .Sr,U(en.;> A 2 . i5%w, (yOgl;_}(QiMNT r,OwO[iLON[S,Wjjgg4_W„_E;D,- 3 7L2 _ 1 3y _ _ _ I!R @*a' f/2 V, {wf OR wf0 REGULAR TRACKS.) SEE NOTE IJ {STUB t AN+tij APPLICABLE 7O - -. --�-.__ M__ �i',, 14RO,.af Lrn# w/ E�j GAF j,,E/'�� (�t/'s /� �E''� �•/� /� p iWCINUM AS.B. a 5/r VIA n= TOP OF 404 CASE A OW a r M, DRAN 1T6 g ...� n1. if4"i-344^s' S'S. M.s. a e` IC. OR ��E.L__y_� ._TT. f N EXJI 1L,1E'Y W 7. LIFE SAFETY STORM PRNEL CON55TS OF 0�039" OAtYAN12ED STEFt STORM PANEL. A5 SECTIOK €7`I DESIGN ITAPCON _ _ SECTIONS / & MA7DMUM PAwEi. _ .. r t,oG ia» 1. B3 1/s":A•-3a PANDARITE FEMALE m @R ALT ATIX.E 00D RAMS CONDITIONS ANC L T N5 PER COMPONENT t SHEET 2 OF ifRAWINO. PRESSURE ,NY COMB!NATIQn LENGTH `L' (ft) iiLLE1111n YlF/iF, '- .. �_._.-.. _._... .__ __- -. _._ PAI3E3AatTT: Pifr>s E s' 9.0 w{{ t Tf2' WTI. SG4L 3/8' . 1' • SCALE 3/32•a 1` rB 0 IQ AtA 100 - ra0 TTafiAJED PETNFIRATTWf t0 E>TS(Hxi WOW THIS FANEL ALLOWS ITSELF 10 BE REMOVED OR INSTALLED FROM THE INSIDE OE pATPG yq; OF THEM i'A N. TIL L W STRUCTURE. t "Ottulftlis +492 -61.5 3• 3• 4 1/2' 4 i/2' 2 (BOTTOM) 7'-6" CR LESS w* ���,,,...,',. �: PLATE NOTE ", rRAar¢ eRsr STfofvN FOR QARMY r Q DENS ¢ WALL MOUNTING INSTALLATION R4a,1/1M1FrFFF J. BUf C €P'i As PER ESHOP F z of TFitS D�RnwIONPONENr p & 3oTTOM txdAcx r0 aY4L,� N. TILClj'✓4Q,y +szP -66.D 3` s a- - a• 2 (BOTTOM) 7'-6° OR IAy' 0 . • - Z ,E •E•� yN ¢ RT T ICI%�✓,DIGS COMPONENT {N MAY 9E INSTALLED wail OR FLOOR UNTED r0U.OW1NG SECTIONS t & a - -. 8 INS). �4167 s � � Er- � �. � 4 +55.0 -72.0 2 1/2- 2 1/2• 4' 3 1/2, 2 (BOTTOM) V-6" OR LESS ALTERNATIVE VE � 'V *g LLl 4 •" GINS 2 ON THIS SHEET, AS WELL AS DETALS 1 & 2 ON SHEET 14, `.,j� ,: \�GENSF S,' _ _ •D # - E •' c _ +55A -72.0 2 1/2' 2 1/2' N/A N/A 2 (BOTTOM} 7'-6" TO W-0' *t. '�•` ,E C FL.ORIDA BUILDING CODE (High Velocity Hurricane Zane FLORIDA BUILDING CODE High Velocity Hurricane Zone) - 7 FLORIDA BUILDING CODE H1Bh Velocity Hurriaane Zona) 4_ Min LENGTH FOR COMPONENT ®IS I S`.. •• NO. - - Max ANCHOR SPACING FOP. COMPONENT ANCHORAGE A7 BOSOM Is GIVEN ON NO• • •Ir = s2om TAFEto, Nc rn_ r55A -7ZA N/A N/A 3' 3' 2 (BOTTOM) J'-G TO S' 'I 'Q'>.. ke S axaMO mtEGu NC. FP. . - - e+2asa tATECO, NC, r.R. SCHEDULES i & R SHEET la. ® * * ., ! 24 GAGE GALVANIZED STEEL STORM PANEL. GwWrAT �, - - - .�' ... �CDRlilp;.• ',$ � �.....- 26 GAGE GALVANIZED 4TEEL STORM PANEL I R,. F * ; RT E OF '•a g ?D GAGE GALVANIZED STEEL STORM PANEL DRAWN Z COMPONENT C�) MAY B€ FERMANCM' OR RENOVABIF. ATE QF-'-l• E... + €"-�., _ �'•. , 4'; _ _D-,->..••C ! 6?f7A/20]O .,A{AA .r..:: al ellYe/'. • o7/W203a INS-TALATION9 AGE ONLY VALM F(SR BUILOIt= WITH &S.D. DES,CH LOADS UP TO r _._.__ Y /' ��AMA/T� GLOBAL PROTECTION PRODUCTS, LLC t �yY -� ii �!/k GLOBAL PROTECTION PRODUCTS-LLC.1V E +sss, -72a P. Gra PAS s 6 aTH aP TO e'-a'.-',�p>•.•„fL Rt4Y "> /�— \ GLOBAL.. PROTECTION PRODUCTS, LLC. Dare. 5, SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BGiLDINGS ON SHEET 15. : `% '•. ORS it LIE C 0 ,III a :f"'-'.. j IFI. �gil *i ` aNs, ';' ��I•. ��TBr r/F�� L 48 ^mow. 1, sERRs'iT '•,�,t•''•.....•• f } 4e00 &W. sl arRtiT / 4eoP &w. s sTRnT ',` dC'sT � 1LIE r,r \/+ INC- Z 2 FOR NE1Y woQD FRAME CONSTRUCIIQN: WOOD MEMBERS TO BE SOL1rHERN •••' S RIE G. Wf SPECIFIC kt ST OF a.55 aR EauAt F/ StiJ Al a TWraF 4[5T'Na r HEE ma COMPANY oYa i 3331a _ G. SEE SHEET a FOR OVAL. APPLICABLE TO THE NECESSITY FOR THE iN$T$E(tT,f.1N OF s, ft aarae - A5, - 20- T 7b _s f ¢ Nr. n, aT. AA, M. k ft. asua pewtG -? T 2G t i6 Y EL a _ 2D 176 F �, ,Sy.,� -i ^" °'{1 TItLT GAY Ik0 & NCERIHa COMPANY CAW, PL X0 La (P `"' ' +°I T INa R NO ARY aAKIL Ti.R 33314 ♦, ((i ! SSW S,nI---- c IDN, KK#g (..JPHP-TIRE FAX. (OS4)BRO Snl g" (GDR 11, FAK tB54)tEG t]9 Al \+4 ,ems w: YA, tt,�WM WN+A rt vtM RINSE. (B3tijBBR- 5sr., iA§. (Fs1}bdA MT SPACERS AT TRACKS INSTALLED AWACFIii AND BEYOND TO SrUCCOfWOO^ A11;1 1l Oft�letlLY i. ^«.. Is) n'',Az raq LATE) N»-,m1 -..M - �.W IO INa: e.r.mT er _,AIR im57 ar-az• _ - .-. fllflf NitaT... _ r< BNNOS. A/, t _® oat v. r L maaswi rat NP- +mn 4wtF �mGHSWOII'F}B TAW m-amr a � DMWNO MSS Sow , DF 2e PE. SLv11SCNATUREf04TE WAITER A nLLR µ. PC, r aR tt,;ttY- i:. _ ANCCT 16 OF $e -1 PL SEAtIs"TIMI/50AL WN_TER A TRLR Ur, P.E r iA.W , _ _ PE. SEALfSCWATUwEJDATE w+LTLW A. tpyR Jr, P,E r .A+a-4¢ a - . yp _ a .. 2afECP to M 2B rat - .. , _ _ _ A _ a- SHEET NO. IS 1.1 __- -_ - I I _ 1... ...... -.IJ I ., I ill lil ICI I 11111,.J LL!IIIU, I h JIL U1114LA. u1JIr0.1.L.1.i-La ul•.I , ..I.; Ii . I - FI I _ - I I - 1 II -_ -- III - � �.3 MAX, I :_ MIN, D.M..r(4)-- - � ­111 -1I.- _ __.1_1_­__ ­_ I . 0 1 1 0 0 0 1 0 0 - ­ 6 __ I 1-77---I , 1___7_ - - -1 I'-------- I 1 , 4 � ! I I I _77- 4 � 1 :11 ! ! I I 1 i I 1 I I i I � I ; I � I . I % I 1 ! I . . I I I 1� I , I - 1 4- - I -1 -1. ___ 11 I ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)- - - _ ­-_ , - -11 __1 r* 3A/17. 4A/0, 5A/18, 30/17, 40/17, 58/18. 3* MAX , SAW/19, 7AW/I9 & SAW/20 r* mops, 7BI & WO/20 I* MIN.; I "'baLUU, STORM ,.,4u 1 1 1 1 1 � �Ur-rI. SALE ­-IR_L -_"f __1� --�Aji NAL­I. - "AI -L ,�,Z�-,, . MAX. . ,,TE;,.0-- ��_­'i.-PANEL LENGTH 4�. =AT : ] I (SEE SCHEDULE ) o,AAEw , r, � , I � -,, I I I : I , � 1 1 i 4" 1 � ! -9- - - - - , . � " 11, i� , I T I I ­__ ----- I ! � , � � ! G- __� - , - J !_ � 1 , � I � i --- 7­7 - -------- - I 1 I � 1-9 I AT _tlw__ - _` 1 ­­ __­_­____­___7_1___1__._ I I ___ __1 - , I I :9 � I � �� 11 SWM 11 � I I : PAHM BOTT06 . � T - 0 � I ___________� . I I _ 1, . - ___ I , D.M..@.,C#) � I I I �- _ --- `W`CMffaUYTkq,Dd TUNS, - 3: MAX ,U/17, "/17, 5A/18, :7 W17, W/Ia. 3- ,��, I MIN L1116AW/19. 7AW/19 & 6AW/20 EXTIERIOR L; 70.18W/112. 78W/19 & 881E/20 " MIN - 1. ­. .. ----. - _. - - ..ANCHORS (SEE SECTIONS ON SHEETS 17, 10, 19 & 20) -- - . _. - OPTION U EQR LIFE SAFETY STORM-NARELd ELEVATION SCALE 3/16--I. 1/1 - w '�l _F_ Cl,- 6' 1.� .A�__*T*e'CEE W1191) I Q-1) - 9 I I W , __ ( ERE SAITTY � maJ __ I D i \­­N_","T_,,- 1, EXTERIOR 2- "N �__4__­­__�V._­­J L SECTION A -A SCALE 3/w-i- 11TAffif 11M flout *111IJIMUS44-11RION0111 A M$QzVFjwNamaWrjjj.1 LfriaWl UAWW MAXIMUM A.S.0 I Max. PANEL LENGTH -_ -_ i ft DESIGN PRESSURE I I (.) MINIMUM SEPARATION ! PANEL - RATING (p.s,f.) 1 (SEE SECTIONS) TO GLASS CONDITION . 1 +55.0. -72.0 1 W-8, I --..----.I- 2 3/4' - I UNBOLTED - BUILDING CODE INSTALLATIO 4 DETAILS FOR OPTION #2 EOR_ UEE �AFETY STORM PAffA_SY5XM INT9 EXISTING WOOD OMMURES . 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I -_ - , , i MIDWIM OF PLATE{ -7- - ' I ,� I I , � i � I I I I I i I I !�, , 'n� � I I 0 '. i : . 1w : I 1 ; � i � I : 0) ft , 0 . � I . . -__ , I . � . , I . & - - I . I A- z I i !��_@___Cowr I -, " I - EQ :1 ! - , 1, EQ. il - I I t_j I ` - - -0� ,W.-4,j ;1, 0 , To, 1, _�w : - .-, ; �, , - I I.; i , - 11 . - - - I I � ---------- � � f I . . � , I 1: = �--@ CONT )D, __ - I I I ,-- 1/4"O-2W/4'SS1 I -2013/4-53. WS- W1 N.B./ I � , I F . � . I - . I , : 11,1*. I, 3/32* WTNG NUT I I � . I � - , I : . � ­ 1�� , - 218*1 , 3/32' WING I _"'! , - � , ­8 I ., 7/8 00/32' WING NUT - -, ;T;2 NUT � - ... WASHER 0 * oc . - - , WASHER (BEYOND) , . � I �: - WASHER 0 12 5/2' O.C_ � I ] AALT WASHER (BEYONO) I � I I I �. i/�T* TAPCON 0 r O.C.0C I � I . � - f �,l - I 1, 'Co TAFICON 0 5' OX ___ CSTAGGERED W/ STUD) THREADED � � 7 I I .1 � - 1, -, � _ joOlUTAPCO� 9 IT O.C.I � _ - �ED / STUD) . . 1'� . � . I 1. I '" � : , ; I I AlT��N THREADED , . . ' W A I __ __ � . ___ 111_� I W&EZ"ON M OIDWIDTH j I I I A/I 1/2' , " I . WN, THREADIED � � [1: , i PENETRATION AT MID"TH I " _ �, _� OF PLATE �, : : i___L j � OF PLATE I 1� L. _j 1­1 - I - I I L OF KATE , . . I - � __� - � EH-ig4w PLATE � ew4- WOOD PLATE - RED ------ � ____.3._T`4* WPM PLATE �- _1� __.. , __ PLATE REQUIRED REOVIRED -1--­ _r RgIVO WAU MUNTIN2 INSI T ATION WALL MOUbMN INSTAL10ti WALL "q'r1!RP"n' ALTERNATIVE IIA ON 6A M., WALL MOUNTING INSTALLATION ALURNM�7W ALTERMWI SCALE .3/9�1" PANEL a MIMMMEL 0 REGULAR PAN a Jj�lf! PANEL SCALE 3/8--i- . SCALE 3/3'.1 SCALE 318*. I' "44110"N" 10, 0 P. TI0"M, 4�I� ........ �i I 11 ,1;;t%, NOTES '46 , , I ,;pz.--,NpENSe *..,- FLORIDA BUILDING I , PISN'LLATO-M ARE ONLY VALES FOR BUILDINGS WIN ASO. DLS�ION LOUIS ? .. . At CODE (High Velocity HUr icoam Zone), - UP ,TO ,$SA -7ZO PSF AND PANEL'S LENGTH UP 10 8'-8* _z .. , % z ; 140.4 1 . * S - , z PBm mwwl - I IP 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOOD FRI,UZ COWRIUCTION WOOD VEMSE-PS 70 BE SOUTHERN PINE W, 2. W/ SPECIFIC DENS" Of .55 OR EQUAL 1) - = - , -- : � - = . ST � - , � * 1. - � , ST � _ - - - _". -IE �.. ... BrUmP BY - - � \ GLOBAL PROTECTION PRODUCTS, LLC. Vmlwl� �F_cp , � It L X0 . , , �. ... , "'... ....... el. - I ... \ 44W ... 61 STREET - - - t�_ Z�7:1 TRAIT TESTRUC A EWGI.Cr . ,A-. 0A__ FL 3331 4 20-176 ,,,, St IL. - I _ ",A __ - V -1-11"=01 I .1. -,, -5. ,� (0&I)M-6n7 NII - GIM --I ---r- Mo -_-1 I 'INua ItIvAl"it'E. SEA�ISKAU"'AL/0-1E - w.wU4 � "I' - - I ; I 5. I , !!!!!4 WAITER II. NEI, 3., 't - I I'lomak - A ­07 , , I - . - - I -;Z�.� I ­1 -I -T,'4- IAPCON ANCHORS 6 9- (m - � j . 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W4�" TAPOON ANCHORS - 6 /2* Ot 1/2, O& {!;"o W/ STUD) (STAGGERED W/ STUD) I ­ ,POURED CONCRETE : -OUREO GONER t OR CONCRETE BLOCK OR CONCRETE FXQCk REQUIRED REQUIRED WAtJ MO TING INSTALLATION WALL UOUNTING INUAUABON ffxI[QmJm SECTION Sa 0 REGULAR PANEL 2 LIFE SAFETY PANE SCALE 3/6'-I" SCALE 3/8--1 - SEE SPIM 10 * 20 FOR AICHORS TYPE & ANCHOR Tm vi.. NPUP` SPACING FOR INSTALLATIONS INTO wow __ - Aom VACM (,".) 3 FRAME BUILDING. "OUM ANCHOR SPACNGS Mo "W'NUP VICE DISTANCE ARE INDICATED ON THIS - *__ 1-.,FHI,II, 0.) 3 SCHEDUILE FOP ED, LESS THIIN INDICATED ON SCHEDULE REDUCE MCI" SPACING BY "RxGPLY,NC S'AGING SHOW ON SCHEDUL -- , I,,) 3 DORM.E ta am Diatom -m-, iw BY THE MLLENING FACTORS, FOR THIS OPERATION To BE POSSIBIE� INDUCED ­ I I - - 1!��_ _. __ , . __ �_- _ VACM OBTAINED USING FACTOR SMALL NOT BE LM T'A MR401M SPAC04 NWA70 FOR EACH ANCHOR TYPE ON NIS SCHEDULE . ,jr -------- I -_ 11 I , __!� _____, 1. - ­11 - - ,�w .- 3 1?2-� i - - POURED CONCRETE 1 '11 to POURED CONCRETE OR CONCRETE ; :�1,11_ OR CONCRETE ... , 0-001 REOURRED _��` .... BLOCK RITOU'RE0 , � , F.-C - --�_ I 1/4* F-C - - . , . - - I 1/.* I I I• _ I F O, ��, I I I ,: I LO4 I . . I Ac L " � . I : , I � � � 1_1 '111.2 , . � � 4_ �,­ L - ­ . � . � , � � - � : - I �� , I I I . 'a I t I ; I � ._(S I - : i . ­0 IR I W� w,4Ai,M, M � � r iK. . i �%. � - I i- =% i - I - - i - I.) ! I = 5 I : l I � i ER- i f � ; m � 0 ,-,g-_1 I � � , , , I ! I I ,•, YY I I � Ill A 11 y 9 I : ;_� � 1 4. tti , I : I � , . i I i , � I I I � !a I � 4 I 11 I : , . 1 �� I !� i � I I I , 1:11 I ;,m" I L 2.. A; I " ! 1 7 I . � I � I � 6- - I I , , I ��,,,, � I , i I . - , I I _ ___ _ I 1_ � I- _C� I I � /2 .r - I 4 -2bgi(4-�s us W/ 1112 /4-S'S M.S. W/ '7�4;0 - 4.0 2�� YANG NOT WASHER I- - -T-, .m,/ 'AWO NUT WASHEA I - 0 12 1/2' O.C. , . 1 � Kano;N30 � I TAPCON � ___W4' TAPCON ANCHORS , Rs 4 1/2- ac� 1,_4=� I ! 0 4 1/2' Qr .._.._POURED CONCRETE .,- EOURCO CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REOUIRED WALL MOUNTING INSTALLATION WALL mOLINTING INsTALLATioN SECTION 4A 2 REGULAR PANEL a AM& SCALE 3/8'-I' SCALE 3/e"-I" CODE INS-TALLATIQLS DETAILS EQR !2PTIQN J2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOQ0 STRUCTURES ­_7 = , I I 1 1:1i 111.11" � , � 4- , , I � ki , , I - , , , , 11 - ", I/4e T.-APCON 9 6' O,CT 0THIRFEO.C. TArPCMONN,ECD, I MN, -F*OCD ,, I �4I ZIWZ . K14S/N AT WOW �� PE/NETITION1 WOOD ,,I HEADER MEADER I i, , I I 0- iI , I ' , "I 1 2 1 '/A- 1 , . 1 11/4 1 i � I I / ., �� , - - MAR. --,----,-, I I ; I - I �� � ,�, � ,I---- , I . , � * , I I HEADER ' , � : I I I" ,, : WOOD HE -DER 11 L � ;i � WOOD ED - - - L 'I , �__ I ,"', i : MFI. ­ - ­.� .. , Ill - � 1 P'l n/2' RFOUIRE _1" ! , � RE 1 � I I 1-1 , : : _ - I . . - I , � -%.. T-=4T -f-lu ; lo". ! � _L I � I r ,--n � I I __� �1_ - ; I � ,�j � LAI! r � 11-T � "I"Llit ��, � . , . CD I i - SI:PAR41ON I I � 2 10 VLOw I I : 1`__ (SEE SCHEDULE � i i � I EXISTING I F,II SHEET 16) I EAETTM I ig,, NEANR R � MASS I i V �.� � ; 'L' , , M... . � __ ,IT,= --- � , PANEL tZ,NGIM I -­=�-_L -- � - ,Y� PANEL LENGTH 6) ! (SEE NOTE I SEEM) j/4_._2G.T7 1 1 .; 11 ISSE NOTE I BELOW) " - � , L i-__ ---I-- 1 L_ "I I I - =1� I O` SPOT I I I. I S.5. ICS. w/ -.1. - t- 11 1____� I - � � I ,I�a . - v.. " ! L ­­ - " -4; , ­ . " 11 I I , NUT I %, I _____ �, - L - ,� I --- "I I , I i ! � I I � � I I � i I i ; I I ; [__ 41- • - -1 � F �" ' - e 2 i , i i � I I I � ; ! . - 0 i i ; - C � . I I T I ! L r : I 1 7 7, =L_ �­ I" 71L_r,7___1 I , L , � � " L-11 I I I I I " - , I � � - � _ - � ­ -, - " , , I . 91 1 , ,�? _ - , , - , __ 4 I= I )WI T I 1 -------­4§�"; - - E01 I �-, � � Eb. 1, rtL L %� : j -_ 1. I IF I , :__ + I _ I-- I ,j�._ . __.. -1 I 72-.4' W00/8'0 . 3/32' WING NUT ,.,?/8T0 . 3/32' WING 0PITE 2'.4' WOOD PLATE _ REQUIRED WASHER 0 6 1/4O.C.x. REQUIRED __ WASHER 0 (BEYOND) , :1 I , ,*�ji 1 #14-10 PANEtMATE PLUS ___7 - __1 , � j"o _ P"I� ; _ , 6 6 I/4ZAgMC , I - �_: - , . / 'A _ 7f '!� THR W , ; r , �:l 4' O.C. W/I I � 1 4 - L I � � : MIN , THREADED PENETRATION '! MIN 112�911.� I � 11 AT MIDWIDT14 Of PLATE M , I I ­ I �11 AT iDMDTH OF PLATE A � � "fil - - . __.. - . _-_'_1 ,J] V­ .-, I I ­­ WALL MQUN'TING INSTAU nQ8 1. "o"11117111090" INSTAL �BEQ PANEL 4 t 0 ��, '�.,!�A`"' �,<O��__kl;, $CALE 3/6'- I' , S; ,,� ." , N .�. �p 3 -,, I � 1�_' * , . SCALE /, '4CENS,r%, ,, Y 14U 44 .- FLORIDA BUILDING CODE Lifeb Velocity, Au cons Zone). I I - N=1 a 11 Am') mew, INC IT, i = . NO 44167 ` S 20 GAGE GALVANIZED STEEL STORE PANEL f :*i � EIR,IWIII ftr� = : * �_ . _� 1. INSTALLATIONS ARE OILY VAUD FOR BUILDINGS, WITH AS-D. DESIGN LOADS t * '. - UP To +t. .5. -720 PSF AND PANEL'S LENGTH UP TO 81-8_. � -E �-__�-- --�- "-2, wt.p� _10-aco.- , ji .. _ 1 III --,, - - �fA GLOBAL PROTECTION PRODUCTS, LLC. ,,. , _, ,& -1 Ewiom FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN S -0. S ATE 0 .2 / 2- FOR NEW S:�;, .. A , I , '4 ,,,. \ 450) S*1 6 STREET 'WE Mo 2, W/ SPTCJFC DENSITY OF O-Sh OR EQUAL O R0,t%6- YEW �- A, 15ioHicatwo cowpmv DmAL FE 3m,. Zp __ 20-176 !1.t.___­ .1. P,,av�- (.-Nwm­lw� 'm (w)w"m � ...-I-A, - .,--, - --I., BRAINIC .: CAToo.,; - - -Nif), 4 I%,#f,w-v,-_'UAEA-R: %`k.ra A, THIF F, I aoM �.,,�jE. I " - I !i.� ­1 - I- ...F. I INSIALLATION 12MAILS FOR OPTION #2 FQR.LIEE 5AEETY UORM PANEL-SYETEM INT-Q EX15IING 299RED CONCRETE OR CQNCR EMSTRUCTURU 1.4* TAPCON ANCHORS I 111!1* TAPCON ANCHORS ... 9, O.C. - i , O.C. POURED CONCRETE - OR CONCRETE BLOCK REWRM A 11 ��� 114 .. Ij , . I Ef I I i , . ,� I ­ � i" I IU,, ,o -i� I I I I 3 aI-,iAr� Im I Exisn mw� I I 1 i 0 : ; I, , ,�� , : I i I , -, 11 ­_ V, , i : - I I I , � "I -1 r I , , b� f I i ! ; I I ! ! I ! ! 1w . I -1, � -�,,o �,:­, ,'.,f' ! 1 I � "I a 11 � , I I , �I I E.00 I I t!L"'] r _ -- ____j 43111", jZ104-10*0 PANELMATE, PLUS W/ I .0 . 3/12- wsw NUT WASHER 0 a A/.. a C, I . POURED CONCRETE OR CON'. BLOCK REQUIRED WALL MQUNRAINSUIUAM REEL 0 RFA!JLAR PANEL SCALE 3/8'.1" ,/.,. Jay SEE SHOE? 1. & 20 MR AwIm -Ivn A 4000" nm . f - SPACING FOR iieITAU.AiNGNE, INTO WEVO a, IN-m m,-a I.) a I j FRAME BUIUGM =LIE cm=z== *--- t T3 SCHEDULE MR ED. LEST DON "IDITEP Oft M. •AN ORrvw BboY a.7, 3 ,/I - SCHEXR1 REDUCE ANCYAq SPACING, BY MULTIPLYWO SPACING S&A ON smemkE Acm EA oz OB!" FKM By THE FOLLOWING FACTORS. FOR W. OPERATION To BE POSSIBLE AMUCED ­_­ 1. _'_� _ , -7-7771- - ___ SPAC04 WAINEA USING FACRI4 SHALL NOT ,, 112' _ I BE THAN MINIMUM SAACM N ATE' C W FOR EACH A.T.IOR `NPE d. PAS $CKEOULE . � .,-- -, --- -- , - . 3•_ , , - _ _ ., - ­ !, '/ POURED CONCRETE OR , CONCRETE BLOCK ­ ­ , REQUIRED I I - I 1/4- 1 ,�!I I� -I 4. I � ­ ,;rt, II � I ! 1 1 ! NMU-MroI, . I I - ?a - 0) z � I I - i ww U0 I I L � EXI ; ­� - I45 ru","­_': -� _­ 6 I 1-1 � L.- . 9 � I I 1� 1 2 -1 /'�_, � , e �f 11 � � bi � , W, ";;.:� �/=' Aeo I,01 , 0 , -, 1 - - 1 S ,VEAj, MR, ARIJ, oVRIjP oVRIjP oVRIjP . - - - � _-­ _ 1; ­ - I -- , - 1 I I I I I ­ 771,_,­_ 1 7:�, --- I _�� � � ia a' I . - . � I - , 11 EQ - I w i I "I I i I I I � . - I I - __ _-- f ! - , � : 11 I 'j164-`I0`- AAIIEUJAn PLUS W/ I— 7 , . 3f32' WING NUT WASHER (BEYOND) 11 LINI'D - IV4.42r1a % RECED WALL WMHO INSTALLATION SECTION 51 It"I'm #_JJM_U= PANEL I I, ,!�'04_ SCALE 3/8'-I' -q.-,--v iNS� --, * I • 11 o.4 167 *:. -w- , . IT" P- .E. MAL/Sw1ww/Oln C" C%j r = 0 ) ilz 7/---. :t� 00 C IM : q LU C2 'L.) 4-2 L - = ®o = 012 _j .e c-4 �-C =) _z; 4 D,;� 0- . - V�; In - .= CS 4cc w 3: .= 03 *5 S w 5 is = 03 ce- C2, L, - 2, Cc , - -i; 3: CL3 -= = .S! Cj W = C2- I � S 112 0 0 - FLORIDA BUILDING CODE (High Velocity Hur cone Zan "m TtT&`Xi. INC 20 GAGE GALVANIZED STEELI M PANEL - DRAW. BY I GLOBAL PROTECTION PRODUCTS, LLC, MIA/i,00 LIE COWMC� � Iwo � 51 STREET AWW, R_ =14 _ TATE, ._ No . ILHGOMEffl� `ek Im"t., %,E4 1�111«.,! !11 20-i7fi 4�_,_ _'It '(11"NU-B111 .I - - am. w GENERAL N SWAM PANEL SYSTEM I E-Z HANG STORM PANE,. SHOWN ON TIMS PRODUCT EVALUATION DOCUMENT (P,FD,) I*$ SEEN VERIPSIT MR COMPLIANCE IN ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANIELMATE FEMALE. O & PANELMATE PLUS INTO CONCRETE I ACCORDANCE WITH THE 2020 (Ah EDITION) OF THE FLORIDA BUILDING CODE. OEM SMALL BE 1 1/4- DESIGN WIND LOADS SMALL BE DETMIANED AS PER SECTION A620OF THE ABOVE MENTIONED COD &2) MINIMUM EMBEDMENT OF 1/4�6 X 7/a' CALK -IN ANCHORS 514ALL BE 15 7/6- INTO ��ONCRE:TE_ SHUTTERS MEL 0 FOR A WIND SPEED AS REQUIRED BY THE JUAISOMION WHERE TH IF INSTALLED ,AND NO EMBEDMENT INTO ANY nNISH MATERLk SMALL SC PERMITTED, ,,Z FOR A DITICLIJONAUTY FACIOR Y4.D-81. USING ASCF 7- 1 6 AND S NOT EXCEED THE MAXIMUM (A-S.D.) 1/4� 6-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOIX' Ri(SHOI ANY nNIS4 MATERIAL EXIST TO UESIGN PRESSURE RATINGS INDICATED bH SHtSFS 2$ & 26. ENGAGE 3/4� INTO ANCHORS, IN ORDER 10 VERIFY FEW ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHALL BE FIRST REDUCED TO A,S,O•DESIGN WIND LOAOSSY TMEU` By O,S IN OPOEP TO &�) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, .MUTILTIPLYING TO COMPARE THESE */ MAX, (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 26 a 26. ANCHORS SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURS BENING SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN 0,I) AND IN 8.2), :N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P-E,t). AS TESTED WERE NOT OVER STRESSED; A _�3% INCREASE N ALLOWABLE STRESS FOR WIND LAWAS EIM USED IN THEM ANALYSIS FASTENERS SPACING To WOOD HAS BEEN I DETERMINED IN ACCORDANCE WITH N.O.S� 2015- (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR WPACT AND EYTAAJE RESISTANCE 14AS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER_ THE ABOVE MENTIONED CODE AS OPP FENESTRATION TESTING LABORATORY. INC. REPORT j 2032, AS PROTOCOLS 1AS-201, IT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY RE ATTACHED To CONCRETE. SEC" 2- THIS SYSTEM PAS BEEN DESIGNED to K INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING'HE OPENING FROM THE OR WOOD FRAME SIDINGS. INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VALID WHEN INSTALLATION is INTENDED To BE PERFORMED 12. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL SHL97ER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 1 SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN NSTALLATION IS REQUIRED TO BE LENGTH PERFORMED FROM THE INSIDE OF SURE! "�E 13 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4, SERIES 2000 INSTALLATION IS APPLE REGULATIONS PROVIDED By THE JURISDICTION WHERE PERMIT Is APPLIED TO. -ABLE 30 SINGLE A14D DOUBLE HUNG AND HOROZONTAI St,,VERS STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO RE PCILFORMED FROM THE INSIDE OF STRUCTURE. 14 ATRIUM W04DOWS AND DOORS. INC. E - Z RANG STORM PANEL SYSTEM' IS PM04T PENDING, S. ALL ALUMINUM EXTRUSIONS TO St 6063-16 ALLOY AND TEMPER (UNLESS OTHERWISE NDTEGI I !, (4) THIS PRODUCT EVALUATION DOCUMENT LP.E.D.) PREPARED By THIS ENGINEER IS GENERIC Mo DOES Not PROMDE INFORMATION FOR A SITE SPECIFIC PROJECT; ;.c, WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LO S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL MVII .IIG5-")4 AiAfff. (W CONTRACTOR ; 0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7, ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY S71B� ASTM A--03 OWE DQ WE, GALVANIZED STEEL THIS PRODUCT BASED ON THIS RE.D. PROVIDED HE/SH� DOES NOT DEVIATE FROM, THE CONDITIM OFTNLED ON DESIGNATION W/Fy- 5" W, (AFTER ROLLED), THIS DOCUMENT, CORSTRUCTION SAFETY AT Silt IS THE CON11PACTOO'S RESPIDIvStRUTY, R, ALL SCREWS TO BE STAINLESS STIrL 104 OR 3TS AISI SERIES OR CORROSION RESISTANT COATED CANNON STEEL AS PER DIN I.) THIS PRODUCT EVALUATION DOCUMENT VALE M CONSIDERED iWAUD IF M.00IRE), 500I a W/ 50 INa YIELD E�LRENGTH[ AND 90 W, TENSILE STRENGTH & SMALL COMPLY W/ rLORtOA BURD440 CODE SECTION 241 1 _3,3 4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALYMIZED STEEL, OR PST 304 SERIES STAINLESS STEEL. W'TM 38 k&I MINIMUVI YTELD STRENGTH BECOME THE EUCHRM Of RECORD (1:.O.R,) FOR INS PR0jrCT AGO WHO WILL BE RESPONSIBLE FOR i�f PROPER USE OF THE F'-E,D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P,E 0. ENGINEER, SHAL-L I 10 ANCHORS 10 WALL SHALL BE AS FOLLOWS; SUBMIT TO THIS E�l ER THE SITE SPECIFIC DRAWINGS FOR RD" (A) T1L=nItA_EQWjEG_,�i+AX':Rr'rr. (a) THIS P ED, SMALL WAS THE DATE AND ORIGINAL SEA-1 AND SIGNATURE OF THE PF*PESSONAL ENGINEER OF - 1/4"O TAPCON ANCHORS AS MANUFACTURED BY IT W. BUILDEX, INC (MIN. t*c-3192 pcij ,RECORD THAT PREPARED IT - ;/4 " 0 X 7/6' CALK -IN ANCHORS AS MANUFACTURED By DEVALT INC. (MIN, 1'P­!kXX] ­;) 7TS to STORM PANEL MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATIONAT STORM PANEL IN _ 14- 10 PANCEMATE FEMALE jD & 61;FUVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO LONSIRUCTID4 PRODUCTS. (I . ACCORDANCE WITH SECTION 1709.9.3 OF F1ORJaA BUILDING CODE ONE LABEL SMALL BE PLACED FOR EVERY OPENING, -.3350 P-1) LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA allLIANG CODE A) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 3/4- AND 2- FOR PAREWATE FEMALE ID Ar PANELMATE PLUS. A2) MINIM M EMBEDMENT OF 1/4-9 Y 7/8- CALV-W ANCHORS SHALL BE IS 7/8- INTO CONCRETE, NO EMBEDMENT INTO I U , ANY FINISH MATERIAL SK-1-1 BE PERNITUED. 1/4- 0­20 SS $4DEWAU1 BOLTS (MO SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 5/4' INTO ANCHORS, 00 "Vol, � UION, '� , , % A, 4n JN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXAMR& WALL OR i,•_ ;.�'�Z� , , FLOOR,ANCHORS SMALL BE 1XING, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUICM PANSES, ANCHORAGE SHALL �Nc"�'O!� BE AS MENTINED 10 14.1) AND V A,2). . - IA . S I -.�_N`0,44167 I z I . , - (0) 1Q_r49mNG_AQNQ9E:11_jD,0;0� =*� - , = I - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED Ely i I W. BUILDEK INC . I FLORIDA BUILDING CODE (High Velocity Hur Cone Tons . ­ - ' I - 1 �/4' 0 A 7/13* CAUK-IN ANCHORS. AS MANUFACTURED BY OEWAEI INC (f'-1500 TT,s,Q ..". I,L .m I'VEM, Pic. - � I . 1P ,_ __ 20 GAGE GALVANIZED STEEL STORM PANEL - # 0 PANELMATF rWLE ITT AND PANELMATE PLUS ANCHORS. AS MANUFACTURED SY ELCO CONSTRUCTION ___ . , . 4-1 A - I fo, PRODUCTS (V­207T P-c!)''�--t .1 07/20vmo 1 1-1 / I\ GLOBAL PROTECTION PRODUCTS, LIC. o"t it", 11LIECOINIC \ I ." I.. 61 STREET ... ; / L YcSTI.. J rmapaTmo COMPANY .,,E. n_ ­`I-qw-am , �x,.= 11 = m_H "I. PHDw_ W,IT%*­�!, T­ 20-176 - I .-.-- ,:. P� SxA/5GwURE/b4`E �0006719 -.1 - I - I - I - I - DRA.M4I - MA aj; "'�,.w zt�j -,-- - ,• I ;�z _11ffi_a� ­ --- . I -I.- (1) Q) = � -0 -Fo > 0 (1) = a _tII`IIIII` 0 =3 2 (1) (1) L_ 0- 0_ = 0 _0 L_ 0 C .� m -IIIIIIIIIIII`I b -0 (1) - 0- Cn . (1) -t--- (1) -0 0 0 ­0 -= _a C 0 = 0 CL q: -I9? (D 3: m C= 0 :� LL "......... - m . . Cn CD Cn III- 0 m " CL C- III m .0 ,+- = . - M -IIII-III'l' C/) C:L < - - - ERIES 2000 & 'Q'OrE-Z HANG STORM PANEL S/24 8 (BEE NOTE 2 " (SCALE 1/2-I-) 11 4 W1 OR W10 INSTALLADON DETAILS E9R rAERIES 2009 AND IQQQ E-Z HAN9 STORM jHHj_ s.'s I'/24 jt� 4 24 (Deo (SEE NOTE 2 so.m 3' Na.,2'/24 It- V/2 - (Gm won s BELOW,) PAIIELLI) INTO POUREQ NCRETE BLOCK 0 EACH FOR CO.C" .00"QRS: sa f. -CONCRETE ANCHORS T Ti;�_ 1<1 , -, 0, , SCHEDULE OR 91M 2% FOR WOOD SCREW- ­r­ - mfi, - Z591- __ SLR SECIRA15 QW Smm 2a . �L - !��C= SCMEDUU ON SIM 74) 7 -� '. ,,P -�, I i , ') � 1 � 1 1 i- ­ I'll - <5 AT 2 'L��q L - ___ I I � - =,!�, I � Z_ ____ - - ___ - - 1 15, 1 96- (TOTAL WIDTH) -- ­ -- - - ­-, - , � - - L- I -­ - -1 2.250* 2.59 1 " - lz-- I.,• Sas �,�' owmm ­ - I .11, I � - - � - , - (EFFECTIVE Wer,q) - - --- , r , - - ' ­ - ­ ­ � -----L' - .. --- 11 -1 - - i , = ._ � - - I I I �--- - ­­ - -- ' - 12,5DO 1 1 � �� I 11 _P�pr It _'�=- `� �-�4 �- I- ,w,NEI I . __� I - 1; ­ I .L. I I .. r. 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I.U., 'I VI 11 , ,­ \ -I -0 ISOMETRIC VIEW DETAIL 2,00 , 2GOD, 1 0?_/ --\-I- i : " I I C ROUNDED CORNER 0 ENDS DIF PAKEE'S NET/I "", I ! il I 11 ! 6 - (D .1 OR W/o (D - 0 K , I � , L i '. * , I END UPNN/ HEMMEQ EDGE. , I .750 , = , , I . %, 1 '. ,j , 1�1 I ... I ---. I I � 0 (N.ES) i I I L­ - . I ir � kz^ 1'2'�. - -, � U, (r- 51QIwxjL_1 (411=410f_ �,�, j I it I L i I I t C - .1 k - , I , i_..- - -1 -I REAURS, f t "." 111­1:� - - ! ) r­ I - I "."111 i � I ".. I / �", . _a .11, Ij I 1, _____� 11� SER A, wm" an" s/w - r L -Z "0-Rem ,,,,, \ -1 . --i-, __ - L_ - ,� � , I I - A!') .- 5' III— --- - L '- - NOTES (1) DEDEMCIO OF SU!IEE_m� E - 2 HMO STORM PANEL SYSIEM CONSISTING OF PANEL � f i-A I ; � � - - , ." ,�."-r M-0 AR I I I _2.OQG'­- L _j , , 11 ,�, a I I j 'TRACKS AT TOP III PANELMATE PLUS OR 15* LOW . I ! /. _W.., MUIACM I I , P'. � - ���i '4 I" It � TIE - , , - � - (1). 2Ef1hIT1�..Of_S9R0_=jQ! 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I r 0 1 I , (4) IF END PANELS ARE CONNECTED TO q�YTTGM TRACK, CONNECTION SMALL CONSIST OF DESCRIBED ON E I ELOW)7 20 j WAIL. AND OUWJNG INSI, . *w *) 01 POUARVEKI U) 114-0 R. T��2110 A' fiLS, %C7e* ,�. ttyg WINQ NUT OR I ^YOTB�C/4' Mh THUMBSCREW T - �- 0 I- f . OF FASTENERS MAY A AT EITHER OF TWO (3) FOR CASES WHEN END PANELS ARE USE JOINTLY W (p AT J_ 0 "I U EXTERIOR FLAT RANGES OF END LONG TRAI .,TOP BAR am1wil WW: FLOOR TO =N WING INST, BUILD-OUI M 9 INST. L. ! PANEL. (rOM BUT END PANELS ARE NOT CoRNMIED TO �.ITTOIV TRACK . m 1 1 IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM 7RACK SMALL BE PROVIDED AT TOP Or SUCH, PANEL& SCALE a/a­- ___<g) -_ - III , SRW in ! ('). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (I.A STOP BAR (4). FOR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY - W44' SCALE S/a- I' I'D UOUNTED TO EXISTING SILL WALL By MEANS OF PAKELMATES. ONE INTERIOR PANEL - L. ; I , r7,_-_-_-_-_-=j , ABOVE M, I w AEOURW�v - I 1 7 1 00INN", MAY BE USED JOINTLY& .TR:ZK AT BOTTOM AITACHkNr BOTTOM TRACK 70 WALL . 'et o" w AS Ot"11144UNY", . I I Ir To No SPECS INDICATED ON NOTE (3) IN SUCH CASE CONNECTION OF PANELS ,Vk ... i Is" . 1 (5) SEE SECTION V, 3' & 4' ON SHED 24 SEE ANCHOR SCHEDULE ON SHE 25 1_4 ,�'tp, A. . 0 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PAN AND SHOWN ON ELEVATION BAR C110 I r5��:.Fll . _R L" `-i , ET ELMATES ./Vug 4' 1 QF .. t B, M F F= - = ... 10 III S' FOR - PM. U. IR . I , OUNI, "I"' EDGE DISTANC r I= TSIR"Jaw S., "A'. . .. ;1 V./ r., m�� ` %, LU 750. 11 .N "PI1111 NOT NEED To BE CONN T � . AISPILIMIGN TOE 2It_ .. " , , .om* CTYP) - %!icElvj� .4� I i 3 , , " V\'C'E , " . - �� I - - "" ,?,,,�.'X� N. t4o,f4, SUCH THAT ADJACENT PANELS CW IE LEIFT & RQMT SIDE OF CRIOR PANEL) HAVE ) I Z, .", .... X =3 � J ! /�_ -..- 1� T/ I . IV ..­­ f, THEIR OVERLAPS RETAINED By �2). z 11 E : N 1. 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'_­ � � GLOBAL PROTECTION PRODUCTS, LLC. 0"Tc , - NTEt SCAM� 1/2' - I* VIEW 'bal A-1 , N z , , � 5 U. 5 $I'm _;5, Z" i I L I E C 0m. - I t"` , 0" "I" I - P" �J�� ... ­_'1> ION PRODUCTS, LLC. cc - __ � 41 11LIEC07. - -.--r - - (2) 3:x=m0xJ ALUM, ANGLE (�) SMP BAR _f�f O" � / %t.�� pia lo", ��Jov-��- Uxo ,L.- III SIRM Moo !Ew. SI STREET I' LONG , 1"�`-. ILUT =1 I R==- IPVW� I U111 , � TEITINIIIA, - ow � un. - , .4 1% , ... wi%� n314 20-176 ' < I - k`I`IIiI �j,*�� ?, - .., - .L - 9=.%Z'�' 91. Aw-ISA51 Pit, O541466-m? -, A, . K ""Q CONTIAN, " ­­ . - I - _7 __ . � I_� - - OR* - - TwSlw��- - I- aw"Yo Na:rm) I.- ,w, I" -1.1, PH4%1_'(W"- E M'(04HIM-4797 ORVARNG .7 .. 'i U'P` DAWNG W.. `,,-,,1246� I 1�_ 60631 TS ABLIm. ALLOY ,'I ... I I ;.� - . ",_ (041L_75151 CIA, ("i 20-176 , , (454 20-176 , P1. SEAL/90MTkAUDAT - CA_o*w A 71. �� _j I. "";'Ovi, sm/wmw"w - ____ _�__ - it I'.:- - ­i II`UIII,­ I- I I - �� I P.C.i ­'. A - IIS . .. SOU/SIOUNPRIE/04 '. 7� - A. lug m.. P, I. , - - �', . m I WALIER A - 1111%� LN 1�,Z 6PIX . - - , . M� Ii, "ARA ::�- .0m .. of "" R I � ]IIH- 11 I - � i ; :��:� I 11 � - a - I SHEET NO. SH 1.2 - ------ _T__ I I I � IF, - , - � __T_ I - - I - - - I .. _ __ I I , 1; I ! I 6h1ICI ,:I11I![,T,11I,I,1I ,IdlijLft,ii.Iti'Wll�]"I'AtIL'II WhAlAlli. al.. 11" 11 11 11 I I I I I - - _�_ 1 71-- 1 ----I - 11 - T I[ MAXIM A-S.D. =01i PRESSURE RATING (a.s.f.) AND ORRESPONDING MWOM PANEL LENGTH -L- SCUOULL FOR SE 1000/2000 E-Z HANQ STORM PANIELM "I'll", P " I � - li ­ ­_a&__J� � A.��, __jhR, MAXIMUM AS.O. I M.. l4tIfU n i OTMIUMN7 Um SEFARAM PANEL I I &OPUDWLE TO (SEE s TO GLASS DITION I , I SECTIONS .66.0, -75.3 1 1 70' OR LESS -_. __ - . - 2 9/10 I BER.- - I .� - " - - - - ---..-_t_ 1 ,,� . ,1, _ _ _ .SILD. -155.3 I --- I Z,/.- .] - ---- ­F - ­­ � -­ " E� P;9 V�w- - - . Y`PWXA,` A, AMMIAH & - V" PANEL LIENTIT. MEKSUR of PANEL 17 I.V4171 W INE" um #)*.I [ei, n Q j4-*'I11;!4ffz�.N 11, Itffr-"pvw.�I. ism -it," �; 3**zeRKj.IEJ1I1m1I1. 1117w_rlell[-11� 1-i;I.Tfql,ltew-iiillllollj1:6;101;ai,l�'if-iff.lifol,�-mi�l(sJ[Oit,ll,lq;ilimv MPT1101 Ix-VAim ��.1-11�w-ii�mu-jmw.�� - 0XIIIIIIIIIIIINZIUMILAIIIIIH&M-1m = . MAXIMUM ALSO, DESIGN MAXIMUM MCHORS SPACING FOR E- D. - 3 112- - i AP PRESSURE SE ANY AILL I CALK-M TAPCONS PANDLAAFE FEMALE 0 1 PANEINITE PLUS � RATING (ii-o') (-� ,= ITO coNcirem: -, Z�­ i 10 CORCRETIE 170 co"C"m gz� I TO CONCRETE M CcWMM 170 CONCRETE BLOCK I r NIA 1 12- N/A 1 12. N/A 1 12* 1 II I - & 2- (TOP) - I W r" 1 ler T_-T-�­ - 1. 1 - v (etartom) ____ __1 --------- f­_ I � _mad�- .t-. 42, 3. 1 12' V 8' 1. 1. I 6. I' (BOTTOM) ES IND ., 650, -75.3 N/A _ N/A 1 N/,k 1 __1..:7;:____V= I- - -N/A __ AII +__ _11__� ­N1_A_ -----I- 12 11r --- ­_-4_­_ w - 2' (OUTTEN) -- 70" OR, LESS 77--- F r, 1/2" i N/A A 112' NIA 4 1/2' 1 N/A S (Top) ___ 12' - _," - __!/ - ------ N/A ! 12' . __ " t _ , N/A �' 1/2- _ N/A ----I-- , . 1/1 - N/A ______ 3. (BOTTOM) j 12" N/A j ! 2 ' N/A I N/A 1 12' . � ,I N/A __ 1 " (TOP) ! 12' ! I 2 1 C_ 1 - . _�� 9 1/2 1 12- it' I ll� 1 I , 1 . -----j , m"..) ____j A LIMITED TO 6&O Ps,r- AS D. DESIGN PRESSURE RATING A SEE SHEET 26 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD PRIME BUILDING W"M ANCHOR SPACOIGS AND MINIVILM EDGE DISTANCE ARE INDICATED ON THIS SC LE. FOR ED, LESS THAN MrATIED ON SO4EDLU REOLCE ANCHOR SPACING By MULTIPLYING SPACING SHOWN ON SCHEDULE TIT TK FOLLOWING FACTORS. MR Nis OPERATION TO BE POSSIBLE REDUCED SPACING OSTIJNED USM FACTOR S14AIL NOT BE LESS THAN 040MUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND ANCHOR TfPE __ - I/r. : 1/4-. I/C. --- 1/4-.-- wom RAI CNI , .--- to,__ W.Cm (A) 3 -2;a A 3 It 'A -Pillitim jo-w W) �_ __T_ ___3_-_ j OLM -.1 L mi.i", 0") Liii:� __ � 3 _____­__­1_ 2 Ili L1_11 3 11� ­��­­ AMA EA am 0514100 rw" � - - I - _______,.. __L.i�r_____ .___.__!11r__ __ EET-E - - "O " T �,�_ - �__�I___. � 6i- -----I __ - - - __�__L-�______ flll�l I + REOURESS ...- DISTANCE BETWEEN BOTTOM OF PANEL � AND (D TO BE '/2' 1 J1/2' p --I Mo. I I ++ REQUIRES Nov. DISTANCE KWE14 BOTTOM Of PANE,, I AND (2) TO SIL 3/16- V11 �-,IlIe- BUILDING - GULAR, LIFE SAFETY & E-Z HANQ STORM EANEL SYSTEMS i (SCALE 112-I-) I I- - - - ­_ - ­ - -1- - - 15,125- (TOTAL WIDTH) - - -- -- - - ­ ---- - - - - - -- - - - -- - 2.187' -� : : - ___ i I Dcio�­� I _L­ 1_3�0" - ", 'I , - � __ - __ - .., - - 12.500- (EFFECTIVE WEITK)- - - ---. -- -- ­ - - - - CL �- ­1 16 T/4� CTYP�)­- -- - 1.3so'.- . ----- - I - - I-- ,L- ­19y 1 � f �i&6 , - I., "I'll ��� V_ - 1.350,- � 1 1,250- ,_ GO" ,_ ,_ I ,_ I . . ; I ,eOD I . ­_.�__ I— -- I N .�ae__ tBRI" - "as. �, - - - 0 '_ I', F _�'A - , �w �(ft �10.3./ - .750" - S _ .125" -to ANGLE el 6 q., - - Oft 0 12 t/v aO1 1 N& US RINERSEQ �_ " -I , BE. I 1 �250,1,, I , 1� I 0102-* MITI THICK , ,� � . 3,1767 , 11 I I >1 I - - - __ ,:) 16,71, �, 11 I 500" i I ,� �_�- I 1 NEMME ED" GALVANIZED STEEL ASTMI A653 GRADE so "I M G --60 CALI / - .- I I ... 5 i A84' I I 4 I 1 250 2125, 1 - 114- , 111- - 'I IP� 'OlB. __ - __ , j i_ - - % i I—. �_ - - i I OCTAL, A 4F ,N� I 1 1 : I oul -1.500,---i �lly - - - (1) SIORM PANEL I - - __ ___ __ - -1- - - i -,. ! 75 . �_ - ­1, ) OYPI) ! � 1,15e, --I _1SO, - PANELS 94ALL BE INSTALLED ALWAYS FROM LEFT TO RIGHT W/ I/Z- I= AT END AT LEFT SIDE OF PANEL A- - 2.ODO- -_ I .- - 2�M7' - (�) 'E' TWK (�) ANGLE WIIH 51 I I ­ 1 , �___ -, , �� � M. TOP EDGE OF FAIoL 0.024- (M .) I I Flulti S IND Lill �, I" �� .- , W/ HEWED EDCE �� - - "J� -- �11 _� - .-�z - __ _� ��_ 1005' - I I " 375' ..2-10' ,__ - "r �_ , - j � " PANEL - GALVANIZED ;ifl. 1 ,� I */ '�; � I 1� ,, ,AI , /" // / 133*, 0.270' � -1 i -, T�r____ I - , rT " �, - ( �� 0.625 . .. - I , - I I I #1� 0.37 � I 0.2501t 'S'l I I - I - 2,59" - 2�m, - --- / / - �/ 1 407. ..625- " I I I i.__, ,� -- -�.. " �� I � I � 1, � . I. �; -1% 00 MI PAW' �', -t 1 " - , " -\ 'is' OR @0 1.�71' I I I � : JI - 11 � l3i� i - 1 I 270­ , " I 11 - I ,Bs�, ROUNDED CORNER 0 ENDS OF PAWL'S .1 Ir I END HEMMED CODE. f - Am. AM' . I - 'I ( I" - - I LIP ill/ � r-2 378' - (N.ts) 1- 3751 _��IS251: II251 3,750" 072' 2-5 1 CIO, I I , '09i, 067, 1 I 1 iTTP.) 00_�r- KEY ROLE WASHER (�) 3105-HI54 ALUM ALLOY I . t� 06 KEY HOLE AT I'm BOTTOM ENLE of P*Ml PANEL -,'-' - ZMAJ 1 I 1 I I 2A24' - ­ 11 09" 7150' - , 125' I - �81 3 . �� 1 I . SEE SHEET 6 FOR ADDITIONk LIMITATIONS IF SLEEVE UNGTH Is I 4'. ONLY VAUD FOR INSTALLATIONS IWO A 1 - � I'm 1 .375' (�) SLEEVE 2 1 Z8 I , MAX, LOM - - - I -L - A, I� I I WDOD STFUCrURES I �2_5 I ___ - ,- -I ____ 3 L-2.11C.- - , _am. l I ', - _193- I - - 2,548' (�) REV. "H' HEMER __ - - . I - I . , I-118 - 7) , r @) 'U- HEADER Or 125, I ; (TYPI). I L_ . . I __ 2. COD' I A I 711 .2M' I ,_ I (INIP.) � � - -- - I' MIN To 5' MI - ---- - t I : (j� SLME 1* m". - 2.000, - H I W"4 @ AN9LE (B 'f__MAC& 4 E&M-HAHM 1 L7�' _- 3DOO* ie;I. - '---,200- "'MIARIPH", k Tlz� �4)SN 0_j44!_Aw '1111'001�� Ill I - , . � � � , � si...t�il,;G (USE ONLY FOR E-Z HANG STORM PANEL - . __ MW `��Ek 671. e ­­­­ : T, -,',I,- _Isl- � SO" .470 - J-275' NiHi-,.- I SYSTEM) 6063-16 ALUM, ALLOY 7 L, �') I.' S I � I I ­­ - ----I' . z 1, , , No .. S FLORIDA BUILDING COD �N-n High Velocilt Hu 1. 125' 'Bet' 25tv", t � : .44167 Tit _�_ I E come zone) 2 - GOD, I I 0 4� MIN. 0 I? , - -_ _� _* , �,., " " ;�. !:�� [___�� � I 123' F_MM. I , I 7',,�, t I ,I,,- I .... I ------- ____ I __ O-a�_:�, " * ii3 - , i�_ C 'I'mi, NL1`DOA NO. -Z � ____ - 24 WE GALVANIZED F.P� STEEL STORM PANEL GRIM EYL - mo­ ­ I C-) 1� 1-t 1%, ------SmE SECTIONS -- - L 111. _ �250* - MIN �::��_111,� I ____�D �� -T-4. 'Tj M 7TIL ECO....\ %u.jm usitim. I E-NEVER. =Xrn _ GLOBAL PROTECTION PRODUCTS, LLC. '"I"Noo DETEL. - HKX, swL 51 Sww _: DAVIE. ni. = ,t - *1 _t.t-ItZ - - I- - )WI-71HIl. I, FAX: (�)M-8191 21 (@ BUILD -OUT "E" (R AJUILD-OUT 'E' TWK @ & 4�� WASHEREQ WINGNUT , _% __1"` CIA-MITA _I - I - amA*NG - TRACK ANGLE I VAMAC 3 Al 11" Ii - FIE --- L� _. � - __ --,.- =06, L.. IF :�"Htj - _� i � I Wiry 2 OF It, __ _______________.__1 INSTAUA119N DETAILS EOR REGULAR PANEL (fl INIO POURED CO-NIQRETE OR CONCRETE BLOCK 5TRUCIURES ALTERNATE CONCRETE LOCATION I _AACHORS CONCRETE ANCHORS (SEE SCHEDULE ON EXISTING POURED CONCRUIT (SEE SCHEDULE Ow -- EXISTING POURED CONCRETE SHEETS 9 THROUGH To) OR CONCRETE BLOCK ­ SWEn 9 THROUGH 10)� OR CONCRETE BLOCK RCOUOREG� " , � REQUIRED. , A&TERNATE LED VVI� 1� 1. , . ----- -ED, 4__",�',K ION """', "I EIOSTNGo POURED , - / LOCA71 CONCRETE ANCHORS 1. ,. , CONCRETE REQUIRED - (SEE SO . ON ­ , I I I,�i - . . , � I - 111.­. ,:, �'�, ' _q_ f" . SHEETS 9 rrOtOUrH I . 1,� I ., � ,,r, �,� I - ___ ;��, � - I'- - - 44= `­,Rn;` HEAD I __ 'A I I _,1 - - . . ; -- - .11 � -1. - - - 11 � CO) - � �._ I �,.-.� ­.. I TEX SCREA OR 11/4' I 1/4* �, - . . 1, L I '1­�,- "� - ./ - :::: I 1"; '� - __ - _:� - � MAX I , - � ,--- - I AW � - � i I CONCRETE AND "'-'.;, # I� In' ixc� . .. � T - - � -� ,� - - SL I I � ON ', I I I 1-1--l- ­ - ... I I- I : I I i SHEETS 0 THROUGH 10) 11 �_ I I I ,� *,,� - : 11­�I, I 11 �', .,11�, Ise MAD mi. I 'L! M-. I (�)_ " I " it a ,/A. a,c I , '��"K� . I E � D � , " : 11 � I -1 ! PAN LENGTH "'I".11" , C�� ,� i : - ".11, '� , fi, E,D. ", (SEE SCHEDULE �,',' RIZ L L�,�.�.',' L ., � ON SH m 3 1 ',!,/ I", "' 4 I I "L f �"f ... � 11 " � W. ft,,",ft,�_,q � " ";��r� - - FOASS I , I ,�-;B:�.q ,k,�,'�';'� I SEPARATION 1 � OPWAME% 11 I ­11� I : I ,I;,,� i C, ) I (J) & ,� D, " � to GLASS. . HL , - _ _," - J I I ON SHEETS : 11 -, 11 0 'A i m"sNa __TWTi7 WON TO GILASS I-- � (SEE SCHEDULE "'W Bill, a �, I R ,olaw TXvi r-r, : ED, 'IT "o . I ON SH UT 1) 1 ,,� � .,-. S,IAG" (SEE SCHEDULE ON I A �P,M, Eft *t' M... _ .. ! rl� -1 'L, ' I PANEL LENGTH SHEET k) Ill M­ I— "i- ,,� . =%r ! I- ' ,_, ,� (SEE SCHEDULE I ` = 4 0 , - I 44 -- L -9'1�-r PANEL LENGTH I �� I - , - i . ; AI,I. I ON SHEET 3) 1 (SEE SCHEDULE -1 - --I ; ­ __ - ON SHEET 3) , SEPARATION � =NAI =1 -.11 ,� I I �, TO GLASS. � -_ - I I 4 _ I I I � 0 I ­. __ �,,­ Tr - I- �_­� - ­T ­11 i(SEE SCHI ---- _ .1. ­ 11 1I " I I 0 ON, SHUT 3) ! X,. I Get I , . , ,,:',,�,,�r�'��,!-�,,�_.",_:��,_,., I 1. OF -1 -777T777' I I MAX ".� I , , _ � �� : - ! I � I I- I . I MAX ,; �,:, � :4, I [ 01� IT *�! �":�� ,� . ,f '1'1,��,j 1-�:��',�,,;�, - I C4) . , %]��,,�",; 11 � �_,, . r ED --,,,,,. I I E,D - -�- I - ; I --; - I 14 w 1 � � "I SPACER OF % , " , I , I 11 __ - __ ,� I 10 12 1/7' O-C. ;,�111� LENGTH 11 I ,,,�_, ....... � : WIX i I " ,..-. , ::-,-_, ;� I ,- � I I i. �_ �_ I . _,� - . - _�­ �� , ! � I�. ", .� - - - - - - - - 1 ti�Jl I I �_ I 0 --- - - � � - - . C - -------) I �,` qf�,, � CONCRETE .1 ANCHORS __ -I--- 1��. CONCRETE ANCHORS I cz, ,- � �__ � �� Ll �' i �_ - - I (SEE SCHEDULE Ojq-- - ��',,-�'��, CHtDVLE ON .�;�� � A I - � � I :- __ EXISTING POURED - , 1 (SEE S - -, C4, , �,-, I. ��,'�_,I , " , SH CONCRETE , � , .1 ,.��., -, . I - EDGE Of WALL OR SLAB P­_ � ­­ IVI � -1. . I-., lo� �, , ] ' - LONG MO. ALUMINUM f, -, �� ,*) 2 I IS , -, I , - " �',, REQUIRED I - :� ,. , , ", ,,, AD �, . Sp 1RS 0 6 1/4' OX, VAUD FOR .. (ALT. CONDITION) , : _� , ., "I , " :'�2' ALL DESIGN LOADS AND PANEL , , ,,,� , VISHNO POURED CONCRETE I- � I—' __ E)ISTING POURED CONCRETE I'� - OR CONCRETE 81-OCK I LENG71"S PER SHEET 3 ,."L,/ CONCAME ANCHORS � OR CONCRETE BLOCK - __ " ,, " RrQUIREO. REQUIRED _0 NO "", ' MAY., LO ALUMINUM SPACERS 0 - , �Sm SCHEDULE 0.4 - -ED, - __ �i", ­ �2 1/2- TABLE , _� 044 (SEE #1 ON SHEETS 2 THROUGH 10) SHUTS 9 & 101) CEILING ANO-Bao- QIINTING OUILD 9w MOU WALL MOUM9 __ . ­ A�. aEC11QtLA W%,A ---- - - I �, , 1/1-,. SCALE 3/8-1- 1 IT I 11.101, .... . � ... 1. .. ...... ` .. S, ... E .... - . � FLORIDA BUILDING CODE (Non High Velocity Hur Icoint Zone) � - " S .' - MR.D. - 1A - , a.44167 % 1 24 GAGE GALVANIZED STEEL STORM PANEL :, * - ORAM, w a = III, , * .*= Npy_� _QE�. I = I . = E.D. -, EDGE DISTANCE I -�,% 'TATE W,�� =�: �7_" Z� -r- 07/Z?/=. � , * a"_ _ j�IEF��,�. , GLOBAL PROTECTION PRODUCTS, LLIC. wr SCHEDULE D14 TOP & BOTTOM MOUNTIN6S CAN BE .� .. TRU` _. * --No - . I ,SEE _ - ;F-F--- -1 -_ _ _ _� 4eO0 X.. 5i STRID" /I/ SHEETS 9 & 10', COMBINED IN ANY WXf TO SUFF ANY C�, ��-7141 __il� - ---k.. O'K ' L'"`HRINMI-0797 20-175 .� ; L,4 - __`_ 1. p OPM i-An P.w_. m*X1"-76­tI_ lAk 4 ., INSTALLATION. Ns � -- , - `4! CA­iX:xiI7t8 .r-� I Po 1 III;,. 1 - I - ORPHENC I .kltR A. TXLLT �, If ! r-. i,-I. I" - -+---�vim 5 o, to I _7 1��� � - FIgW W, I -,j!i§ - � r- --- I _ _____ 1 INSLALLATION DETAILS FOR SERIES 2909- & 100 I I I- - INTO EXISTIN9 OOD STRUCTVRES - k- 7­-1--, F . , z - - -, ;/1"I'LAC SCREWS 0 6* DO Y`/ - II - , --ri- , 11 - - - _� � , � i -/,t'. LAG WWWI.! 6' 0C Wf 1� ; I 11 I JH__ �", 1, I"It"At", "IT1101111 r - , t. - ,,,O,�A. .Ow HEADER I - � I . -,,., wow �("= z ,AAE0, no -A 'Ac SoRm 0 6- 0 C Vt/ - .0 � �­ ;I 1/2- VL, THWONT, PE-mmoh - I . - �-� I I I., r � , I, FLAT 011 0`1 _11MIL �/- , /2, 0� THREADED PfNr_1w`Tl% � I - . ,�i -10 F`Nsl NO I&OW, 'LEADER, ,� I -�-r �, I I , ! ---q) C­. tI S.., 1�. � [� - - " "I '--- I __ . �j I ­­ � ­ � I � ", � � .� ) - 0 EA END 010 � � I . - I I I MS I ` I/ . � I , ___q)l:_L fl,iwsms, " , - . P i @ 1 . I �� __ " I � � " � 41 1 j r I , I ;9� I i - I .- I ,� 6 C­W "All - - - - W III .151. ,C .1 R *, )TI . - ­ - � I , 11 , 5 �� � I , � , , I : � - r , I . I IF . t r 9 , "' . . 7 , � : ,a ,*. LAG SCI a V tl,� w/ 1"I", M_ I �i - , , , I , `1�1- & 7 T, i"' UFA /21 I T i I =200/4' MUS5 I . f32. , , ,--,. ,/Z' Vi, TKIRADED PEYETRAVIO, _10 EX'S"ING 4000 "EAME. � EI� I I END a, a, P 'IF ,�, I - , � ,� � lio�_ I i ! tl`�,_, .INC HOT 06*, D" EI`ERT a rlYF,) �� T T11 E OCIAL 1/2� . 'T� ,�: �, . I !I ali h "Awl', i .116, Av" POPRNTJ 0 v o" E11PH 11 (p I 4 1-1 tl,.�, S, . EA END C. IV ,� - E1 N��Ipm_l ,,, ." j g1l i., - ; I . i I ON F § C"PI'DOW. I 7 C­ I I 1, ul 5 14 UsWrq I - __ - . -7- I , � � R/16, .1,, - t v..'�,;,;,lp- SEPARAI)ON 5 - __ - I _-0, 117 i I - 2 9/10' MI I !/C.- 20.1/1, SEPARATION - I D OLASIS IAS,� W/ - 1 a ..m -- , � , - 1_� �11114- , M. s( � III 11 3' (SEE OVAT� q2. & NOTE IA WiLow) __ ___ - _­ -1-1 5 I - I I I I - I ___ 0, "EADSP - I WOOD etouwb 1 " - Id � - , 7, . To CLA% I its / � IN.V3 . I .No .LT a 1,�il � LVILM 4, .z hul a EVER" OVEMN' Z ON w 12, oc "I I C - � �, 2 I'll ! I � OVERL", - I I I I - . � I, I�_ � - I, - -� i 4 §1 I 9/46" *,rI 1 , ,p'd-2Qi,3/.1 - " ­M'i U � _SEPAR41ION- TO CiASS, i ii�� - i# � . ! I 19 I � - _­�_ - � � - SEPARATION - - It GLASS I X' . EVERY Ovuhm, t �a I / 1 - 11,1109L, � - i ( Li I -,- , ­_ - - - - 4 f 6� 1 9 I � i 41 J. . � 1. -_ - I I i - I 9 ,-, !I, - - ----- U- : 1; I . � ,-' � I , �, r - i . i I ; � if I I f ` I �_� .1 : , , I I : 9 �� ,, 4- I - I T I ,_ _L - I - I , - I - 4_1 I I , , I I I2r, i I � . , RN ii Noi �, - -1. I I! i i . i 5v I'- 1 I � I . o . r 34 - Ii � 4 � __ __ � _, I - I I .1 - 1, ', - 1 .. a I_ �t _­__tW , I � - i � I I I/ ,_ _,O,21"*1 ` �1' " . � 0 " , 3 C. I , I - - J I I i � , '. ,; I S;� - ,� - I � _ I ;_ I i_ _ - - � 'I - � I --- , Ic ,� - �11 I t - kL - .N- " _J - Ol -_ I - I u I I I . ., �l I :-- 1 1 . __ I - --I C I `- �� T'1'i11_V­'A4_._ - ill- 1 m. i >, 4 -<, I I - 1/4".0 41 ms Y __ I `� __ 1� , 2 X � ___ ; I I ,� - --- i I e� 0114119�,.,OIE � ',I , Q . -ME4AIATE FEMALE E! , , i ol� , *. , 1, z � P.M.PiATE PLLS R/ I . /a Mi� THREADED - . -��,� , - , , ,_, J - _ i 2 � , I , --- ­­_ - I- -1 I/P�­2x:Aw,. .S 1 [� . I i I 14 RaPLOW1 - _1 I� � I I I I I � I 1 , I I 1/.`0.LAs sz= 9 fi* OIC * I - � I W, EAOM r1o, , , EA x 4 0 I - - PIANTIRli 1� I/2- MI 12 ,A. --- WOOD ur ACOVIMED 6L 1 . � I 7L_ - -_ _ I ,� ,, � LII.:.�#.-v, p , - � I.,Nk�` - 11 ./ W"'LI/W wil; I I � - -,k- "' . �, ;� � I § 1. I , � I i__Iq ,4 - I r I I PIATC AT .'E$ . 5A "�") '?, L . J � IS o A "IS PLLS Wi t r k. 4*0111* 0 -i 0 FI-IT OR 1). EWA OUNIING � � I - - _�, - - - - - - - , I I I � , , _ ��� Nou 'A eazft) � � , , � � , 1 6 --ii,plit. Y,,$ - � , \ I : I W, , 7D�P/ Y,Fe,./,. C.A : DER IWO - 4,, (2) 2*il, Ille, " .r � - _�% i . I �; ,\ ,I I I - "2 Ni, � -� /4�t LAG SCR= !��"& � MI, N I'=*4.1 , � , � , , ,_ , 11111�11_ZS=011 11'"01'NA61 *110 PLATE FE1111*511 RNAME 2 Al 1, 11 �_� I 7E okEp .V.M. I" PLATE RE a FLYOR ON coot JRUW SCALE 1p-­- � I I I I ;;; --- IN, 2'W NODC `,.X1 OR 01 ED" PLATE W-011.8b rwl ALTUMMYE 1- SCALE I/,' -I' - ­� ; � �, I � -777 - � � �� __ I if U20B IQ UILING MOUNTING BUILD Q _" fiSTUALLATIO91182 A= I INSTALLATIONS ARE ONLY VALIO FOR EWLIANDS WIN &-SO DESIGN LOADS UP IO 4860, -753 all AND PMEL'S LENGTH LIP TO 5'-10' I --` , . - 61- � ­_-----�,io I i INUALIATION L,,i,,,nmAIR1uN,l 411� ., 11, Tit �_ ALTERHAnyr 4"w SCA,LE,/.-_I- 2 FOR l,IEW WOW FRAII CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN p"T ' 2 I � -`O". r ,---7r ,�?, � ,�!�� ....... � z /,. t So., I/ 4 - - " - . 'i's � 2. W/ SPEC' ,X DENSITY OF 0.55 OR rOUAL I . ; .. �, 4� _,��-_`�\CENI!�,__�� SEE %S WREVEN'S FOR 1 NOTE: I A om" AS1,L I- -- CTIOA, To "W'm , 11111-, I t� =1 r-----, T I i z . . = :` No� 4! 197 t. = = * : - = , 10 .-* � � - - �. ""� -1 FLORIDA BUILDING CODE (High Velocity Hw,,I,ar,. Zone) 20 GAGE GALVANIZED STEEL STORM PANEL I 'P __ Dili W, ,Omce 2000 - MT&iATION IMF. ON Do - "CAN&D" I of I:: �,.� -� . , _7�� _- Oli,- " - � _�> ' ' . �;­, i�g �` � ZT, ATsi­ 7\ C GLOBAL PROTECTION PRODUCTS, LLC, M/"/- DATL im� IE xQu_I.2&_0m�mN9xR1_vmmI ALURNA I ' - ,P - A e� \ ,!M,",T,I,:LZF-Ny ,leixt &P II, lamm mY,Ln_ 3m,,i lop a WIT04 MOtAiNGS CA. OF COUI N ANY rt�IL _ � _e , �,� � , / ,;I�­.,g­ P .!. _ . _. -.56E."'vp r-Oki ,,,OK, FM,, xw­lso� ".. lnukw�nl 20 -176 ^1 M T,M I,HY INSTALLATION. 9DAUD I/O . I- __ NIFT sHuna -vz*s 'POT S,Mwil TPR (.,L,AI - ­_­ I-- P .Nm/wr - 1 st,,4vq i �ixxel,q MRIP A Tug . PIE, � u9mIt L% U.", -.1 -mm ' �- �F! NIAA#ia h ' - F - ,­q r- ,= l ,,, i - - -1 �!. 7 _' f L�.`J. - - - I SINGLE PANELSIMI UNRESTRAMIIED ALJ9R_qRJmTEQM VfiTJfJRACn_,1_0_Ra) * MAXIMUM PANEL LENGTH L+- OR -L- " (ft.) 0 MAXIMUM A.&D. DESIGN PRESSURE - , [P,,,.F) (+ ,H -) C014CRM & WOOD INSTALLATIONS t --, L, - , 2mv 12.-O. 12.-O. _ - - ii�:F_ -1_1�_r ----!!a - �0 11 1, �8- --,!- -1 to,-q- ____,� 3.13�0 10�10* W-0, ___v7___ 40.0 W�__r:__ __ A�o­__ - , 9--s- .__ 8--.9- ______ 500 ___9__ - '- fT __ ­ 81-r __ _4� - i- ____ 6�0* ­­ ­ 5s, a __ ­IIiii- . I;--"- - ___ ­ ai� _­_ ,-- _­_ ,,--, - _7_�_7' - - ___- � - ___ - _7 �_ _27-G.- 51-101- - __._2tid___ ­ �­7;:OL- 7.-,5. _____L5_O -_ iiav - )--T - ---i-T __ " - i,LO - ;;;�� �.�� - -'- _____ ,45.0 ,---! Eva __ '00.0 _W_;;_ - - ­!Lt�_ 6,_,�- 6'-2-- ­ - __.L��:­ $'_ I, r, _ ID50 - - Iv_r __ ___!Laa__ ,75-0 __ . I li-i­ �114'11'fflffi � * , ,,,imWb"1'1A6"mKrp& �HrJ.E"w11wj;I11RqIO1Ir.v "Altimm MAXIMUM PANEL LENG1�H___ OW OR %-" (ft.) 0 MAXqMUm A'S.O. DESIGN (P-0 I+ .1 -) CONCRETE & WOOD INSTALLATIONS t _,� F_z ------ 20.0 14'-#' Ij,-O* __­_ 2i�__ _12--10- Ti7-_;�__ - - ?a--?- _�T�D__ MLO ,__E�_r - I I)'- I a' PI-9, - - 40,0 ­ 9--d. -, v�-_2- ,__ 4-10 - S.- I :__ __ i�_�,_ __1F_7- - - - v,-_2,___ - ----- 50-0 _______._ Sao .----,- fi�_ r --- __ Y'_r __ ­_ Zito __ &'-o* ______ .___ 7--s- ___ 6510 __ --it-1,407- , .- I - ­ I ___ 2D_0__ __ 7__5-___ __e­______ - _,__L$_o_,___ 40.0 ______ 21_�' �_ __!�_2.L_ `V-8, __wi____ _ ___!L0_.__ - a jOa�- --' ___� WO ------- _L_�:_ ___±__C - - __�L__,' - 6-7- -7 -j-­' __ __ .F ii� ____ - -, -L_iL_ . _L_ -3'-- --li7f., ld'--FO' - -S'-7- _1� -- _� ____ - __n_!�__ 1__llov -_ I FIL0 ­­- - ,,- tom L - L I �,-,--� - -;:;��-- - MA)" = PANEL H MINIMUM SEPARATION TO CLASS SCHEDULE - - - - WIND SPEED 4 1,70 PT.v+h 1 WIND SPEED , 170 _,.t, (ii) R RED UNRESTRAINED � RE`-_ , 30 OR ass -_ I . 1. 6- 1 6 Ile "510 90 I . I- 7 1/2- 1 7 1/2' PBO TO 145 _ ------,---F- 1. I 1. I I/r I I /Z_ , " 77- -1 L� - :LL"', �- ludillifUltU PANIV1 I rNf.*TU fln't rt'IR A (ZIVIPM IMOLENTINO CW4DITION I _____1 I - - - - In, I 1.5;m,51 SILIC-4A.0 Ir ITACI4 OVILD-OUT TOP DIRECT MOUNT 'U­ t HEADER HEADER ANGLE i 1. TRACK ANDI W/SOE i It, BOTTOM �� C LOSILMES C=`F. - I DIRECT MOUNT . -_ 46' --- _ - 12- av ,a 'a, _____ 09 I ISIN".S* STUD ANGLE , __-A-_ .35' --- 1. I - __12�_ _ 12' ___ _E_1__�__ . __ I' ____1___ _ I �!' Sa' __ 3 55" .S2- 1 32- *2� 6r -w- -T-W � '. . GO - - -_ -I- 0I A1201 0 m I X951F SO. 32 - 1 w 1 _T_ V-1-193 _r�o= �� SULM C10I _ __!_xi I 32' 1 MI* ' 3W I I F__- SO 56 - _______.___ ____ --,--- 2/4 be�1/4. 3/4, 4/5, 5/5 & 6/5 i W/6, 2W/6, 3w/'7 & 4W/7 -3, um I- - . � _ ANCHORS (SEE SCHEDULE ON - - � ___� S* Alm r MIN -I SHEETS 9. 10 all) � ___.. __ _ - - - . - _1 _,� wN__ - - - L_ 6 D.M.,(�)� (D.,V T -1 -I - -, � a - - ,- -; - --I - - - r -3 - -� -I- -- r- 'T � 4 I- - T- It a j 7 - 7 - F­ -r- -1 - -I -r- -I-- ­T �+- - I - E­ -I ��F (�),@-1(9 1 T_ i _7 - I �' r- . � � I I I , � , �� " � I I I ,, � I i � , I ,',ffli 4--t I 1 7, - - � I I ! I , 1 1 1 j 1 1 I : I t I I �- I' I � 9 " l__Li_J_!__'J_ I L�, '. - , - ­_ I � I-,.-- ..L. -.1-11 I , I � - ._ - __­_J__J__ I I r-�qL _4� 17 , I �� I ­-1-1-1-11, Ill I , 11, i i � I ­1,1_1. I - � 1/1--- , I _4 "'I'll' 1_ t � � [ -i 1 1 f � 1 I - - � � .11-11. V "'! I , "--"-,- � i 1 M I � 1 I I li- . ' ' � I � I I I � '! i .NBOL PANE LS I , I ij- � 1 , ` ' i l I - _� i I I i i ; I E I i I - - I I i - ­ i-j-_L--_ I ll . BOLTED PANELS Wl I J40-20.1" m §S. M.S, BOLT W1 @ 0 CA, GVERLAP � � � I I I (SEE SECTIONS AS I ; I 1 APPLICABLE) � I k ! I � . I � I � . 1 1 1 � � I � I i ; � I I I (SEE SECTIONS AS APPLICABLE) � � !j I I 1 k I :I I 1 1 1 ! I I I I , I I � I I I � I 1 I I � I I , I I I I c I . I I � i i I I I ! I . i � I I I , I i 1 1 i - I - ; � I � A . 1 d I I i ! � 1 ! I i I I ! , t ; I I I t , I I I I 'I I 1 I , I i I I , , I i 1 , I 1 1 , , i I I I I I � I - � , i i I I I I , 1 I 1 . , 5 I . I i 1 � I , 1 � 11 1 i . i � 1 I I I 1 � I i I , 1 � I , 1 1 I I 1 1 ! i 1 D,M.,(�)- (D� L I I I 1 ! L -.f--.-,- I I I I 1 � � � I I I - - 1_1 I I i � I 1 - I I - - 4-IJ '! � �--L�,l 1 I I- I - -,I ! - I , I I , Iiii -i- 11 f ____ @.rg ��_ . 0 3 MAX 1 -, &� 1141- P,q;�_ IIP I 0, 1, -, � ED -1 0 Im_,,ii . ... L114d _,__1'_j : _____ �J_ MAM _ I , MIN � i +2/4 1/4, 3/4, 4/ 5/5 & ij� 1, 5. MIN 1*1 i W/6. 2W/6, 3W/7 & 4W/7 I- __ - ­ ­­ ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 &I I �- , -' REGULAR $TQRM PANEL 11) ELEVATION 2.607' 14.7,S. I le At �j . GAP vil (MIN. OVERLAP -1 WHOLE witim �! :_7 - -,:-7- - N-L,- \-/ \-/ I M�/A��____-,,�____j I , -ci 11 " 1 I T N.T,S. mrs. oil) L+: MkvlWJm ALLOWABLE PANEL LENM PER A GIVEN POSITIVE A.S_U_ DESIGN LOAD. - MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.D. DESIGN LOAD. (2) PROCEDURE TO DETTIRMINE MAXOALIM PANEL UENOTH, GIVEN A POWAVE JILS.O. DESIGN LOAD, DETORMI"E AMAIMUM PANEL lJOICT14 'W FROM SCHEDULE - GIVEN A NESJUIVE ASM � OESION LOAD. DETERMINE MAXIMUM PANEL LENTIN 'L-' FROM SCHEDULE - FINAL MAXIMUM ALLOWABLE PANEL LENGTH IS CAME. TO THE dh" DETERMINED PAI LENGTH BETWEEN 'L+' AND "L-'. (4) SEE SCHEDULE BELOW FOR ". PANEL LENGTH FOR POROSITY G.JALIFICAMN, t INSIALLAIM INTO WOOD An LIMITED To ,T 95 P.Iij, MAIL kW, DESIGN PRESSURE RATING -1 00.1 11 k I 0 & I I FOR MO. ALSO� DESIGN LOADS & MW PANEL LENGTHS FOR I . 14 SPACER A is USED , �,� � ­ , . . FLORIDA BUILDING CODE (Non High Velocity HUr 'can. Zonte) I . � ___ 1, , , 1 4167 1, i __ ________ Mm �1`1%0, oc, 24 CAGE GALVANIZED STEEL STORM PANEL __ I'll'. Awn BY, : * : E - .. . * -� *, WE op ii�' 7- :> 1. '*�,� - " , ' \ � IILIIECOIImc� \ GLOBAL PROTECTION PRODUCTS, LLr_ I 07/mIm" %`�. 0% � , �, �, �� �. omlcii, .�-,�F, /-��", TIALLIr In Hlot �* 5, ST 'Rw OWL n_ 51H 11 I , * ,,,, ­-­ ­,C,\��e " / 1Z Al- tll� .. - - - - AE - � POU .I-,- - IN, �=,!,�.Pl _� , I, Nme-TIRa, P--��- 20-175 VittillIKO - -.1 I - 1­1 .41 - _"1tnN;jpw%wA11%wmmR1uTE, __ 1-1- - ____ �19 WALTER A, Itur - PL A6 UYL f fU - . im i , I . I - weir; I OF is _.___ � - __11K______ ____ , I R PANEL (1) INTO WOOD STRUCTURES ­ I-- I .- - �, - -11.11.11-�-11�l""-"---,-''.� �� ­1 ­1 _­ - _­___ - I �­ � -, ' 7_� ::_1 I �. M;n. ,��,' I I . . :L�_I=q` - 11 SEPARATION T, �� , -:tt � WOOL) ANC4M -,- - �, � I- � � - �, - 70 GLASS. , . - " - W Z I � I I ? L - I I - - '11 (SEE SCHEDULE '^,_� ON - I r , , (SEE S RIEDULE .. Ai - T/.-ii_m,,- � "� . � . r . I �, 1 . . r, � � _0 --V OOL- ON SWEET 3) I I SHEET it � I iT, 3 Sw ! f--rl,A �q* I , . . III . 1-1 . I ii I I ,� . ,/4- DO �__ �, ,� ­ _- !; � , I ­�� , �._ 'p ,� �- e, I . . �_ - ;I, - � V - I ­ . % � I I I I 2 I , � I . I ,. I r . 11 - �. I - - I �=,`- ,. .. I . , I I �11 . � � , I _. I � I I uxmsnoa� __ ___T________-j PANEL LENGTH fD2 - it I WOOD WADER �� 7 "I - ,. I ; � 1; . I ; 41000 ANCHORS _ ' � - i ,> I (SEE SCHEDULE REOLHREO I I - ­1 �-i I 1�; . , e 0 (SEE SCHEDULE ON , , . � " � I - ... �t .11, - - I _­ ON SIZ wit - 1/4* SHEET 11) � : I l 1."��___ --- - SP '.1 W, i J! ,= I a - �oi ; 11 ?, Q usuiledua 4; a -1/2-I ; ,a 84-,?= it- � %� SPACER OF - 2�j �, _, .1 1. I ­ -_ I , � � I % 1.� � - � I � I I � i I --- - LENGTH 1r_1_j " : _'�^_ I � 1 4 - - - WOOD HEADER �_ , I -- 1� �, ; - - " 1 2- , 1j: I 9 ED 71� 1 1 1 � I � ;�� i I - MFI � [XI7 � I- - I : � � ", � I I IGI. % � i �. - ­ I I I i - ( EQ: �, -- _=�=7 i T) �Jlj­_,_ I "i - - I,j I , I � . � I ___ � I �, �__ r� 1 4 __1._1_­__ - - 1- I 11 � : - i 'O I- -, i I , -, � I I 4 @I* MAX, LONG ALUMINUM SPACERS 0 12 1/2 I --- 1. Lj ; , �� � � , � � : I � , � i I I E TABLE #I ION SHEE7 I I) - FOR �GR 1 mo,. , I SEE NOTE BELOW LIMITATIONS - ti, � I 1-1 I � . � I , . � S L" MAX. I EPAMPow �� � 1 1/2, LONG SILEEVIFS. I 1�1 MAX,, �. , � � I . �_ To rLAS,i - I I , (SEE SCHEDULE PANEL LENOD4 I : PANEL LENC.'"I -, � - I SCHEI)LRF � , I ISEE SCIVILDULE I I (SEE SHEEt 3) I- ON .-- � i � -PAMEL MAI E FEMALE 0 OR PANU MATE 11 ON SHEET 3) i ON SHUT 3) 1 - I -1 � _ __ � I PLUS (SEE SCHDOULE ON SHEET I i) I ��,' I 1, I � . I Ii" I, 1 I "*�� I mi. I ! " I i , , . ; I � I 1uOXE_ I ,Ep. EXISTING I , k Litalt oeX ­r) EXISnqq 'C" : 2'.4' WOOD - -- - I—- TO GLASS, PLATE REQUIRED __4 - - - - _ - i GLASS 4W SCREDUL-1 -_ GLASs I ; ON SHEET 3) ; T I � � I DIRECT MQUNT Wj SPACER L��__ I_ I I * � . ALTERNATIVE ,, �� - - - I - ZW' I . I 71 i I- f5k SCALE 318-1- 11 ; ,_ il t) i I , - . _ - i I I 50% I I.. 'I � 0 1�' 1/2- O.C. SEE TA13LE #1 ON SHIUT 11 FOR MAX. PANEL LENGTHS & 11 - - � I I v - .. I � _`�� I VAX. A-S.0 DESIGN LOADS FOR THIS INSTALIATPIRL i to , K , � 1 - C5 OF - - - - "I I 7 I MAXt. I'll I- -_ =7 1 1 I , - � _t ., I - � 1, I ­77 1 0 12 I/?- O.C� : E .� I I - I -, I _r a I __ , I I I __ - v; i I - !­ _________________ - � ED - - ,. ��!, i 1 1 . I I I i I - 7 I WOW ANCHORS j � I � * * Kom, I 1 !�11__ 20 , - � -, �- J___1 L . 7i i - . STAGGERED W/ SIFUD , , . I , , . , � I I e � i SPACER m mw W_ I 'Ir LONG IF - ____ - ____________.__, , , � I . : I i j I : : � � I= SCHEDULE ON I I � I % " I i I I - . I i , - , � � , SHEET I 1) i (1) INIONJAWN 6 UNITED M A ONE STORY BALDIRMS WtHl 1IF-0- 1 I �i � � I � , 2'X4' WOOD I I I I- U4 !*No-r I � j OPME 15 A RISINNOOOR FAN ANY ! � I � I" NUV` 01W 41"W I I ' i "Alto NOW VAMMY MWATIOD ON 94MY tH� "" �q ' � I I PLATE REQUIRED 1, I � I ` WOOD ANCHORS ;, , I I � �� -:- ' GEREO W1 STUD __t , � 7_ � 21W WOOD I - OR I STAG 1 �, MA, STEPARAt" To DOW 'N.DT7, AS 1 "i I PLATE -1. I � . 1 , ,_ ; REQUIRED =m.=E­..m=.- =-"T-.Fm,-.-,_ I I (SEE SCHEDULE C I— - � I ­ ­ i I � OR I MONS Am I - . � ERFL� 11 � ��l S14EFT 11) I I ,� I COOT S A REEIRCTRAI JANX, 12 1/2- Oc, VACAD ALLOWED On i ! ,� � I , :, I $Kill 0 � , I I i (1) mwuw ASO DESIGN PRESSURE i i I I : 1 11 MOM IS .80, elt P.J. ! 1 - VAXL 24 WA PANEL WIDTH 15 UNITED 10 WAY ANY OPENING I OD 'L I I -, - �J_ :, � __ - � I (a) mAll" min, PANEL Lviens R; i ; 00 6 A RESTRICTION FROM! LARGER PANEL LENOTH!, ALLOWED OK I I CI MOUNT I SCHEDULE, SHEET I 1). � � . ��� ------- _� , � I i "' � ! AALLAQUAM 1 43) MRAPOOL WAMATION IS my I ALT RWLYE- 2W 1 (4) I 112' 1040 SPAM CUPONEW #M SHALL. BE AS INDWED CA I SHEET - I 2� INSIALLADON or I jX Low I SCALE: SPAM RA ITS ONLY Eteell w wow FRAME WALL ! ,3/8-1 1 VAUD FOR woo mom 1. 2 3, ALTERNATIVE I W I ? � E-1994 STANDARD BY AsTw ; SCALE 3/8-1, I (1) MRALL010" VAUD ONLY NOR "a � I OULDING Dow AND THE Im CrY, EDITION) or � FLORIDA, I � I I amcs L, 2 . � Felt Asw E ; 'Eit""Ifliff" I ; I "twe-46 � / , : I----- ­_________jI I---- �� �:.K/01111-1% �� � � ,,�� NOTES, �kr-.�CEJV'*�,, -�n ! . FLORIDA BUILDING CODE (Non H12h Velocity Hurricane Zone) I 1. INSTALLATION ARE ONLY VALID FOR VAX. ASO. a . I'm I"Em PC I,. * NO, 44167 '- t 24 GAGE GALVANIZED STEEL STORM PANEL I = * , . = OR- IN. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS z � . * , *E TOP & BOTTOM, MOUN1;NGS CAN BE AS PER SCHEDULES 014 SHEET 3 (EXCEPT FOR . -, I .\ ol/r/Eam COMBINED WAY TO SUn ANY ALTERNATE 2W`� S, I`% STATEO ­ / I I L I E C 0 GLOBAL PROTECTION PRODUCTS, I.I.C. IN ANY 7---,,Ai�___' I ... \ INOT� INSTALLATION� � It'. Z� -7-- =, " Im Sm, 51 SIMEEI, - I-,' - .. loo) - ITILIT Test"a & ILN 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD , "­­­.� 5"It- - - ., .. _m.-.el=-,pr. ". I'm O"I FIL =f. --I.. I ,� - r" -, ,Il� I410-7645, fm� OXHINKO-am 20-175 MEMBER TO BE SOUTHERN PINE No 2, W/ SPECIFIC N , 5- S 'r - 4. If - - --I - I _I__T plei ft I DENSITY OF 0,55 OR EQUkL "I Tuzi;li, CA-vowlt, � W&TO k TELIF ., _____ - cim " 11,67� ,, .., __., � Ef� - =.- I. I I � , m .1. r%j CC== C1.4 .__ --.---- - ----------------------- C" QEN &-.N= 4= LIFE -AMY A F_­7 NAma : (C) Lo.."L$I&Q-Y=l�-AtL-IeEgErl-Gwb���- 15.5_MKJ 1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (FIF-D.) HAS BEEN ',SNIPED FOR COMPLIANCE IN ACCORDANCE - 111­0 TAPCOPI ANCHORS, AS MANUFAMURED BY O.W BUILDEA, INC WITH THE 2020 (7th EDRION) Of THE FLORIDA OuALDRIC CODE, -THIS STORM PANEL SHALL NOT BE INSTALLED AT MDR - #44-10 FAWI FVAALE 0 AND PANIELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRIDDUCrs __j VELOCITY HURRI(ANE ZONES (MINJI-DADE / SPOINALRO COUNHES)� - 1/4-0 LAG SCREWS PER N.QS =)I DESIGN WIND LOADS SHALL K "HERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE TOP A BA59C WAD - 7/18'0 . 5/0- WOOD BUSHING. 45 DSTFO8UTEO By ALL POINT SCREW BOLT & SPECIALTY 7D SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL MIT BE INSIALLED, AND TUN A DIREZIONALPT tAiLlOK 'In I.; K.D-0.85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM tkSO) DESIGN PRESSURE RATINGS INDICATED ON SHEEIS r 1) MINIMUM THREADED PENETRATION INTO WOOD CW TAPCON ANCHORS SHALL BE I 1/2' AND 2' FOR ELCO PANELMATE PLUS = 3, 9 THRU 12 & 17, le AND PANELMALE FEMALE ,It - IN ORDER TO VERIRY NE ABOVE CONDITION, ULTIMATE' DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SMALL BE FIRST ..; REDUCED TO A,S,Q DESIGN PRESSURE IDOING BY MULTIPLYING THEM Ov 06 IN ORDEP TO COMPARE THESE Yff WX (A -SO) C -1) MINIMUM. THREADED PENETRATION OF LAG SCREW. IN70 THE WOOD FRAJ&E UNIT SHALL BE 1 1/2- NO THINADF-D cn DESION PRESSURE RATINCS INDICATED ON SHEETS 3, 9 TTIRU 12 & 17, 18 PENETRATION IN,Q STUCC-1- SA41, BE CONSIDERED AS PART (IF THE REOURED THREADED PSNETRAtION . ;; IN ORDER TO VERIFY THAT ANCLORS ON THIS P1O AS TIESTED WERE NOT OVER STRESSED, A 33% INCREASE TIN AI_IOWAB I' m , FOR WNO LOADS WAS Wa USED IN 11115f;, ANALYSIS. FASTENM SPACING TO WOOD ILASS BEEN DETERMINED IN Q�3) MINIMUM EDGE DISTANCE OF LAG SCRJDWS� INTO WOOD SHALL eE AS 1401CATED IN Ili's DR05NO STRM -Cc �CCOR iNCE WIN N.G.S, 20IO STORM ETIVITION OF WOOD SUSHINC SHALL BE 5/15' 1/4- 0-20 SCRtWS USFD SHWI SF 1 1/2- LONC -ANEL'S ADEOUACY PDA MI AND WINI) RESISTANCE "AS BEEN VEmriUD IN ACOORDANCE WITH SECTION 16019.1.2 OF C.4) MINIMUM PM 3: THE ASM MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0874GI-tr AND #0219O2-09, AS SHOULD STUCCO E)UST, AND �' LWMUM FOR WALLS WITH NO STUCCO w PER SETID I2-90 & ASTM E 330-02 STANOARCP5� ANU AMERICAN TESTING LAB SOUTH FLORIDA REPORT #11�13OW-10 AS PER .- JAS _ S PORMED IN ACCORDANCE Wl SECTION 1604 OF I C-) IN CASE THAT PRECAST STONE, OR, PROCA51 CONCRETE PANELS, ITUCCO OR WOOD BOARDS K FOUND ON THE 20 AND TAS-203 PROTDI AND AS PER DALCULAITONS PER� I . FLORIDA BUILDING CODE = ANCHORM SHALL BE AS MENTIONED IN C 1), C 2) & C�4) 2� ALL AWMNUM EXTRUSIONS 10 BE 6061-16 ALLOY AND TEMPER (UNLESS OTHERWISE NOTE-D', SEE swrt 2 I05 ANCHORS 514ALL BE INSTALLED FOLLOMNI ALL (IF IHE REWNIMILNOATIONS AND SPECWXMRTYN�� OF THF ANCHOKIS MM - gn = . 3 ALL k:IjMfNlJM SHEET METAL USED AI CU3WRf:S STOLL HAVE .1fOIA-104 ALLOY 8 p I AWLS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECDON I THROUGH e (SHUTS 4 - � 4, ALI STEEL SHEET METAL PANELS SHALL RNA STRUCTURAL. OVAL" STEEL. ASTV A-653 GRAOSE BE NNAIVU, C-E0 GIALVANIZED 1HROUGH 5) EXCEPT THAT HIADEFISO & 0 SHALL HOT BE USED. i;. S11FL UESlCNAIiON W/FY- $22 t,., (AFTER PULLED), 9 IT SHALL HIF THE RESPONSIBILITY OF THE CONTRAMR TO VERIFY THE SOUNDNESS Or THE SPRUCIIURE WHERE SkUTTER I TO BE 5 ALI- SCREWS tO HE STA,I STEEL 3% 00 $ie "I SMIES, OR CORROSION RESISTANT UONTIED CARBON, STEEL AS KIT DIN ATIACHIFO TO INSURE PROPER ANCHORACE THIS SHUTPEr SHALL ONLY BE ATTACHED TO CONCRETE OLOCX, OR WOW FRAME OLI 50018 W1 50 Nn YIELD SITHNI AND " I&A, TENSILE STRENGTH AND SHALL COMPLY */ �,ORMA BUILDING COUP sectION . 211, 1 3�4 10 EACH REGULAR STORM PANEL WITH LEN414�, OVER 90'. AS PER SECTIONS I, 2. .� 5, 5 AND ALTERNMATES IW, 3W IS 4W ON SHEETS 4, 5, & & 7 RJFSKC`PVCLY� SRALL HAVE A LEG18LF AND RIADILY VISIBLE MAIRIONG 1145"IUCHNO OWNER OR TENANT TO F BOLT$ TO BE ASTM A-107 GALVANIZED STEEL, OR ALSO M4 SERIES STAINLESS STEEL WITH 38 tsi MINIMUM YIELD STRENGTH SECURE PANELS WITH. APPLICABLE REINFORCEMENT DURING PERII OF HURRICANE WARNING - 1, ANCHORS TO WALL SHALL HE AS FOLLYYEZ, 11. TRE INSTALLATION CONTRACTOR is TO SISAL/CMAX ALL SHUTTER COMPONENT EDGES WHICH REVA41 I" CMIIINL"s CONTACT WITH THE BUILDING FO PREVENT, WIND/RAIN i'ITRUSPAI OU TQ_,EhiSIiNrt_PQUREQ&Q1,jK_W� - 1/4' p TAKEN ANCHORS AS MANUFACTLIRLD BY, LT.W. BVILDIEK, INC Oin I'C-Pt92 PY.,) 12 STORM PANEL INSTALLATION SMALL COMPLY V41H SPECS INDICATED IN THIS DRAINING PILLS MY BUILDAW­ AND 41ONTIRG REGULArIONS. - 1 /4- 0 1 ?/8- CAUK-IN ANCHORS. AS MAIIA-FACIURED By OEWAO INC PRWDED UY T14E 4URISDICTION *HERE PERMIT $5 APPLLEV TO - 1/4'� � ji/4" SOLLD-SET ANCRIDRS, A, DISTRIBUTED BV All POINT SC". BOLT & SPECIALTY Co (MI,, f,­XxTO P-i) I ,� W THR TS PRODUCT CiALUAITON L19CUMEW VP CO.) PREPARED BY THIS ENGINEER IS Z-�LNUNCC AND WES HOT PP-MUE INFORMATION #1 4 -10 PANCUMI FEMALE 0 & �ANELKATIE FVUS ANCHORS, AS MANUFACTURED BY ELCO CONSFRUCTION PRODUCTS. FOR A SITE SPECO'IC PROJECT. ,o WH-.1­­E THE SITE CONDITIONS DEVIATE FROM THE PSO : 1/4'0 2AMAC NAILIN AIII AS MANUFACTURED 61 DEWALT, NO (h) CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION, PURCHASE Mi) INSTALLATION W,T_UDJI4G LITE SAF1Y Of THIS PRODUCT BASED ON IHtS P E D� PROVIDED Hf/SHE DOES NOT ODIAHE FROM THE CONDITIONS DETAILED an THIS DOCUMENT Al� MINIMUM EMBEDLIENT OF IAPCON ANCHOJ?S INTO POORED CONCRETE SHALL BE 1 3/1 . 2' -'OR ELCO PAWLMA7E AND CONSTRUCTION SAFETY AT SITE IS DIE CONTRACTOR'S RESPONSOM � 1/4- FOR ZAVAC NAILIN ANCHORS. (c) T"15 PRODUCT EVALLIATION DOCUMENT WILL DO CONSIDERED 4WAILID IF MOOFIED A�2) CALK -IN & SOI-SET ANCHORS SHALL Of EMBEDDED 7/e- INTO THE POURED COKITETE NO EMBEDMENT INTO STUCCO SKkU_ BE PERMITTED- T/4' 0-20 SCREW-5 USED SHALL BE 1 ?/2" LONG MINIMUM SHOULD STUCCO EXIST, (d) SIIE SPECiNC l"RCUE4,-,S SHALL BE PREPARED 13Y A FLORIDA ITE1,15TERCU rNGINEER OF ARCHTTFM W41C4 WU� IIECOPIC THE AND 1" MIMMUNI FOR WALL$ VAI NO STUCCO, AND MAY BE HEADED SCREWS OR ALL NiREADED --vim WIO HEAD, ENGINEER OF RECORD (E O,R�) FOR ME PROJECT AND WHO WILL BE REF51PONSiOLE FOR THE eLq V61111 WIND HUTS FIAOPER USE OF THE RED, EW-41I OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE, RED ENGINEER SHALL SUBMIT TO -HTS LATTER THE WE SPECIFIC DRAWINGS FOR REVIEW A-5) IN CASE 1W PRECAST STOW, PRECAST CONCRETE PANELS. FAVEIRS, 57UCCQ OR WOOD BOARDS BE FOUND ON THE - EXISTINC WALL OF FLOOR, A0GW,OR$ SILKt Ot LONG ENOUGH TO REACH nit, MAIN VAUCTURE SEHINO SUCH PANELS W THIS P.E.0, SHALL BUR IRE DATE AND ORIGINAL SEAL AND SIGNATLIRS OF THE PROPE�SIOW ANCHORAGE FHAUL BE AS MENTDINEC IN A, 1) AND IN A.2)). ENGINEER OF ,RECORD THAT PREPARED IT (Bi 79-=nNi-c-gmRct-"PLA4%L-AlnLx--.%I I.. SHUTTER MANUFAMINER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4" III TAMCON ANCHORS AS MANUFACTURED BY t I W BUILDEX. -NO PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.22 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED, FOR EYERY OPENING LNSEURR TO COMPLY WITH SECTION 17099.3 OT THE 11 1/4- . . 7/8' CALN-114 MCHORS� AS MANUFACTUREE BY DEWALL INC FLORIDA BUILDING CODE, x � - 1/4"ll ./�" SOLO -SET ANCHORS, ASS DISTRIBUTED ITY ALL MINT SCREW. DOLT & SMIAUTY CO I _ #14:10 PANELMATE FIDWALE 0 AND PATIELIADE PLUS ANCHORS, AS MANUFACTURED By ELICIT CON!�TNUUTION PR,%,,�HIIIIIJ,,,, , - - 1/4 0 Zi NAIUN ANCHORS, AS MANUFACTURED ED DEWALI, INC . lik A.. ril , " TIZ41 4,__P_11`�� � ..... 0.1) MNIHH;M EMBEDMENT 0, TAPCON AWHORS. FLOG PANELMATES AND ZAMAC NXLIN ANCHOR, WHO IRE 11 t � ��66V­'_'-�� FLORIDA BUILDING CODE (Nw High VolocRX Hurricane Zone) � . BLOCK UNIT SHALL OF 1 1/4' '. _ . _� : ` !a PVR0 M,Lao. - I - z 24 GAGE GALVAIRZ 9.2I CAUt it & SOLID -SET ANCHORS S,IALL BE EMBEDDED 7/11' INTO ,HE CONCRETE ELOC. UNII NO � i,, hIA,44 67 1 - * - -_ - I STUCCO SFAI ISE FERMI 1/4' w-20 SCREWS USED SHALI BE 1 1/2- LONG MINIMUM SAOVLD I tO EWIST. I . \ ""' Z_ - - _fj / AND I' MINIMUM FOR WALLS VI NO S1IJCCG S -:$I', . GLOBAL PROTECTION PRODUCTS, U.C.1 , STATE F - : I L EC N OAA: I 0,.. I �� 0,3) IN CASE THAT PRECAST STONE. OR PPECAS, CONCAM PANELS, SIRCtO OR WOOD BOARDS BE TOO 2),__ .. - / I`LLTI 1EIRIKO & ENiNA"TiVic ___ - .. �, T.w "z 0 8 I , �/� 1AAL ---.I---- 20 i V, ­ I H_ ­4 -175 'T, , Pz, ,'�V,i: . . . . . . . I'll kMVN STRU CIURE BEHIND SUCH ;� , &�­ - Iwl=- - ,Z) ",-�_ AHWA_ t`FPQ"p_rHIl`. I"M UiH`)v`e_m7 EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE , �x ,Z�6�-.- " W­_ MeNu PP INCHORAOE SHALL 11 IS MENTIONED ill 0") AND IN 5.2) 11,,7 '�C "I - . I, " P, _DXOA7I. , �jw.I.RE/wE in f1110 4 ,E ANTER . "`I" k"K, L � w2z,li�_ k , . I I I I I . I- - � ,- . _____ -_ 1__­ --- I I i I INSTALLA-TIQN - QEIAILS FOR REGULAR PANEL,(--,) I INTO POURED CONCREJE Q8 CONCRETE BLOCK 5TRVCJURE� [ _w CONCRETE gSTING POURED CONCRETE C=KD Ut SLIN, " I �­ RMIMED I CONCRETE BLOCK - , � _ �,�,/_,J_ REQUIRED. C.-FUETE ANCHORS � -6w 1 , _ " CONCRETE ANCHOM .. �� * , SCHEDULE ON --- :- (SEE SCHEDULE SHE'Ets 9 THROUGH i0i --- I 4) (SEE Ll� ",# W , - _ETS e THROUGH 10) �� ". - �,,:,, � , `� �1, '-) � k2, F)USTING POURED CONCRETE OR I ) i - -.- 11 "I - -I I CONCRETE BUCqK, C3) � ­ 1 I,/4. I 11 I I F 1 114' I,,,,�,,�",11 REQUIRED. I __ _Qj��.. . O'., I I � --I'- -1 - 11 - , - I I i� � I m_AX7 , , , " - � ____ � I CONCRETE ANCHORS ,';j,,'., � "' , I � I ;," ,,� � "I EO .. t ($a SC EOULE ON 11-1--, ��,­, 'L SHEETS 9 THROUGH 10� 11 �i i i � 4" ; , '-, � , , I � � i . I � - �'. " I I Eq, � I p LLLLL I % -, - - ;,.- -- � . , .". In � - "'� ., , . ,I, I , I I � ED; ;11 " - I _Ci) ! - ! I i CC) I I �, It 11�1 i � C, ) , - " I I : _ ��_ ,--l- I - ' __ - ` - __3 -� j 4`F I Mi, .j�@ .vL I a- - = - IT ­�. ­ 11 - -1 _., I _=1 -_ I 4** �iLo I ,,�,--'�-,'� I � � _ 1 1 � , I I 'I F -_ T tM, A, I ==1.1 'L' V., I (SEE SCHEDULE 11 SEPARATION `O= - ,I I SEE LE ,�.r ., 1XIM I wPoillima, 1 Ei L"a"' o"' r-C), 1 1 ! I i, MI' 'O" � I ON SHEET 3) � ' PANEL LENGTH I ON SHUT 3) � I . ",_� ! I ,�: I - I (SEE SCHED ,E I H � . I It, ILI ill-- M­ I I I ON SHEET 3� I - at 1 I I TO CLASS, I PANEL LENGTH PANEL LENGTH -1 (SEE SCHEDULE ' I (SEE SCHEDULE CONCRETE ANCHORS I L I V" -, - I (SEE SO I'll ... i ,I� A 14 I I I (SEE : SCHEDULE Oil SHEET 3) .3) I ON lr�. _ , __ , _ I - ON SHUT 3) 1 , -S!"Llp _�. - I _ j - SHUTIS . THRUH ,4 i - - 'ou � 1 SOX : - , I 011 1 I EXISTING I I i I'll, , �� ';zf", OF %, ""'v 'T I =19 : I GLASS --'I ,�: ,--,�,'-�,,'�,,,P��:�""-:�,-""",-,�, MAX ,,�_ "I I., � � - 141- , ,0­�,, i 1`0 1 ,�., 111:I��,�%1`11_`�, ��, I wx I OF *L' ! i I 6-1; "7 , ti,� �, -, - � - I �� ��_� , x) f, i �34 �, *a :�1-11 Oc. : , , , I I I -­ - - "",�, � - --; , - -, ,_,�,,,,� ",:"�,�, , , ."- - I ,,,� - .� w i I �"_'�,.,,'�- 7- 1 , f,,�,,,�,, � I , ,; I � , ", �� I , , ,�,,',;,�,�, ,,'%,�',,',,'� i I : I . ED � � A 11 i � I "' OIL ,v,_�%` " I � I I ­�-` ,,, I L.D. ,�,,,;­,_ I 1 i""74 I ". I - ­ I I I , "�, 11 � . "":,; , � � ". � I C§ I �:'�,','-,"� "? I , _h& '11-1 , - -,", � I i���, ��, I 11, --7- ­�� , = � "rD -_ �. ��_`,- m ... � � - 12 I/V O,C i 1. . K, I I I , I= - �, I (AS AFFUCABUL), , _ , �11 , - , 1 ,,.RatPVlHotHiPD � � . . . . . . . . i - ,"', I 16: Dam TO, &m.w OR � I - �'­. J� --: vH,- ILS ELS. *1 ,io I,"- @ I _'�__' coo -Rm BLOCK I .,C- - " - REOWIRED. __ , i, � I k , ,, I CONCRETE ANCHORS _,,�, r, ,�, , � Z) ! 1-__ _j I (SEE SCHEDULE ON � I-,,,, ,,� - - --t* ---To- 1^ , 0 u vir .. �, , - _" , ... - - - -_ "�4 � �,� SHUTS 9 THROUGH to) , � , VDI, - , 11 . . . ". 11 ! IERNATE _'I� �,,. 11 _ ,ALT z�%:.111' '__ , , - I _1 W/(PONLY WHEN SCUD �,' _61Lz' SET & CALK-W ANCHORS . . j ..... LEG LOCATION -� �,_ - , , ",-,.,I , 4�` ARE USED A. W1 EXISTING POURED CONCRETE WHEN OR CONCRETE. BLOCK ALTERNATE CONCRETE - � __ q CONCRETE - CONCRETE ANC40 -5 TAKUILATES AACH% ARE USED� REGUIRED. Oi"ED ANCHORS O�� OLD" REQUIFTEOL STAGGERED W/ MU6 (SEE SCHEDULE ON SHEETS 9 THROUGH 10) (SUE SCHEDULE ON SHE 9 THROUGH 10) IL VI M!UNIING 3/8-, ALL MONTING SECJION 2 SCALE 3/8-1- WALL MOUNIII ,4,.-Qf WAQW YEE10TION 3 SCALE 3/8-1" �," "'vill lot , .... . I I . _. ._. ­­�. . � . .� � . . . --- t----- FLORIDA BUILDING CODE (Mon High Velocity Hurricane - Zone) I __­_.__­11 I - I - ­A7Y­ f`ir �C�AJE�j i E.D. - EDGE DISTANCE I (SEE SCHEDULE ON TOP & 001-TOM MOUNTINGS CAN BE SHEETS 9 BE 10) COMBINED IN ANY WAY TO SUIT ANY 1 4'r :* � : *. . cim. WTI w . O. I . Z 24 GAGE GALVANIZED STEEL STORM PANEL , - z *: * - ., E RAW 81 = * = - 07/27/mO - - 1� Z�r_ - �t____ / S -V*- STATE OP '_ -4� - FILIECOINC \GLOBAL PROTECTION PRODUCTS, LLC, .� W_� �- will, - * - -;;- ---- - All Testwo & 4w S* bi VRDIT ' '�; I gut-utto-CM-N., '__�, _%�.. - - - ONAL H_ W31* S. �'_ 't0R`iDl' ` At, -�w 20 -175 INSTALLATION. .1. , ..... ,,, ... : q, #, YV �Lm XII-1.z. r. b Vell -­ A'DPE,- OEeiWNR­54*. ,w Dim'Ximi-xTIT, _ ,$ .� CIA: - I" z"'tOon'll - ­1 - I - DKAIIAE; . I ... 41.1. A.Jlv�­ '"I'm I, RLUT ", L , - - am a i _;� I 1� - __­_ ____ ------------------ INSALLATION DETAILS FOR REQULAR PANELIINTO W9O 1 11_1�1­� -, _- � �' -�-_ - I I I I . , . I &TERAVIE LEG - � 4*.B' �t---- - - - ­- 10CAII IM NUSTPC BEAM at RED. Sm I ' . . � 11, =) - -_ . ADEOUACYBOF EK G;�*O I .' � � I - 71 I � . il BEAM TO - ED _ � . - - F .f �Wj;� I 40 - 4­ ED -- I - i , - i . REGISTERED ENGINEER 04 ,� � - �-_ �, ..f r I 1 3 I'l ARCHIMM PRIOR TO SHUTTER " , . I I '. - � - ;.; cd I I - . I INSTALIAPON. . 11 . 11 1900 ANCHORS ALTERNATE WOOD ANCHORS _._ _1____:�11 1: i , 7 L. ",,� - I/= WASHER W-V ' I � .1 '. P-.' (SEE SCHEDULE ON (SEE SCHEDULE ON , �, :Z � -EQ" ED - " OR I . � SHEET 11) Slier I 1) : - � , j/.,_2e, � - W/ - Ir-= I 4 1 I" . 1 1 1/2. * 12 1/�- M. RO � I I I .11 - r i 1/�. -_ - WOOD HEADER-- I r I I * I � - -I--- - -- - I REQUIRED I EXISTING I I 11 I , I -1 I 1� VOL - wit'S I i * a ,/4. (Tc. Ifi : I 1. . j 2 I-1, I W�@ I WOOD ANCHORS ... 14, - - 1 - 11� ", i I i � (SEE SCHEDULE ON I 1 I i I 1 (-f � SHEET I 1) I"i : �I -_ � �, a, 1 � _f � j) EIPARATUAJ TO I : 'I I LGP�-�-_ __4 mms'(SEF , I � I � ! _s�, I SCHEDULE 1 1/41� I ON SWFTC 3) I 3, �, ION TO GLAS$. I A, D, 01�0 I � I - r ISFi SCHEDULE ON s,Ev 3) i ,/i'- 1:' mtm I _1-1_.%B:�_0 PANEI UNGOR I I , �A­; , � -- ��m= i ,I 19 -in -_ , -- - - , - (SEE SCHEDULE . I 11 I v mm k� , , Sm M. FARM 11 1- - - __ I ___I PANEL LENGTH . �, , I `* 5" ECT S) (Su SCHEDULE =-�"`i I � 1 I I �11 I i - - - , I -.1-1 - -­­ � � � I - . ON SHUT 3) ! --t - -1 j�­- 11' I I I - __ _`,_ , I I !---- - I AV- ,] I 1 - (j) I------- - -_ - -_ - - --- I I I "-- j I _jC1 ) 01 -L' . . I 1 SON; 1 OF It, , I � : Mw I I 11 - -i . i `_: , - - a 4) I CP I i 11 ;i - I �, �:._4 141-A - - -t I a t I /," O,C , - I �- , 1 /2- I ED I I, � � - I No FoNISHII I- - - - -I � ,/,-­�,- Y - , POID bX­ ALI-OWED - 1;�r I - - , I I ... . 6 1/4 O.C, I I ED I I - __ - - . I � _��J�, I I ­ I � I IL " : . , 4 - _1 - _ I , __ �L __ __ - IIIi �_, "I I - .. - - -_ 2--Xs- WOOD 2*�.. . , I I 1. I I- .­ DECK REQUIRED EDO, WODD PLAT�K ,". , __ , I I WOOD ANCHORS , �__ RED I , - R W WOW ANCHORS '�- - ___ - _­ ., - � I � - - , I -I I !:� (SEE SCHEDULE ON I � � -, , I IS" 'ILE ON , - 3/." - I � ­ SHEET it) .. I _1­11 ��_ =­=,77 -, �' �� =_= ....... . I 1:�,) - - . .. .­­ - ­ . � ,� I , � I � � I , I , I , I I - 2, II - � - - __ - � :__ � 11 L­ J I CFJUHrzXAffi EWOR M UNIjbig BUILD -OUT MOUNTING NATIYE AW ALIERNATIVE M SCALE S/B�I' 1141"" SCALE 3/8-1- "E"ll -&�Ok �11- Tk� " N, 1%, * , - , - " * 's-1- ' io�t` \.% Q EN .11;"I,L �_ - ...., ii Nom, z : NOTE EO � Il N ; - - NO. 44167 '. = FLOR111 A BUILDING CODE (Non Hi IT WOO Hurricame Zone) = . = *: 1. INSTALLATION ARE ONLY VALID FOR MAX. A,S,D = , * Te - - lom num INC. I.P. �� I*: �­ TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.t) AND PANF�L LENGIIHS ' 24 GAGE GgVAMICO STEEL STORM PANEL STATE OF z DRAIIN ft .. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � 47t _ i_�___011` ii � _ INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION� WOOD , .1. .4�, , ­­ j I ;, -,-`R'�T'��' x . ___ MEMBERS 10 BE SOUTHERN PINE No 2, W/ SPECIFIC ; �R'�:�'­ / I I L I E C 0 1 N C GLOBAL PROTECTION PRODUCTS, LLC, ?. ___�, - __ DENSITY OF 0,55 OR EQUAL. ", 461VAL , & DRIANITERING COMPANY 4W 5A 51 STREET " ... HH"Il, _­­ ___11.1. 'iew tw) A lv� "L =i. 20-175 - .. ",,, " �4 - `1"==xM ­" IKER-2541% FAE� O�)M-� OkAWNG IIP� P E srs"00"MI - ch-00015714 I - I iIO-II, I - I � WALTER k TUB J, PIE I - aft Lis. f W'67 � I ffn I [ - =,- H, --- - I _= L" = = - .- - C.., m = C14 ;l< LA_ C= - " = C= M C�4 re ED .= Co = = = . i m ED -= U CL) = Cm .!2 ;:- a m E 0 u 0 -&--I a) CD C_ U) -0 -Fu > 0 (D = w ­" 0 =3 _0 a) . a) a) L_ 0- C:)- C 0 2 C . - CM cu _1­0 0 -0 a) _1_,, a- (n . 0 _�.­" - = a) =3 -0 I Im 0 0 ­m -0-0 __ Fn 0 = m_ = -2 3: CU C 0 .0 4- w U- ,,- 0 - CU > .cn -0 a) ccnu j± a) -&-a CIO 0 " !E F_ -0 'R . E_ W c- < 0! 4 z mi Cn L. (1) (1) C: m 0 " L. =3 Lu 2 < ;K I -III-IIIell a) (1) c- W m > 0 L_ 0_ 0_ < 0 =3 0 0 L_ 0- (1) U) m m r" SHEET NO, SH 1.3 ___ F___ OR INSTALLATPH-IN CONCRETE. ION I I -P-QURED CONCRETE BLOCK OR WOOPD - I-RUCTURES: VALID FQR REQUL&R, I -5 _LH SM � , I I _­_ If( I 11 ", � I I v - I I I �\__ 3---l' k3i 44 OR, � 11 MOUM-11=111 I , � 12� I I I �6� I V. 3'..ftr X-li,jqp , ,- - REQUIRED Owr ALUM - &­ , 40 & (JO I rI,4* WOW CRIME ,NIO-15,10Y 3Ios , � -,- , , ANGIf "TI't vv* . t ve 1� �� 1. i ��,,, I 2 s/21 1 " 1#0001. a I 0_1 "i J. , _ - - I � POUM CONCRETF CUNCRETEr-, ­ I- � cf,� qei� . I D/ I ,I �, - I , I , L J Regiva " �� 1, �- " :_ I" __�g OR(# `1 1­7-� - - - /11-11i""Ir'-Altail , , ff., 11", -, �"'4 11 __1�1�1,1�',` (i� -11 .­ 1, 11 \-,---.� .."/- i� li. 1).-. . I -1/e A��, � - --) I I --/' "---/ 11 7 Ili -1 , I >., m , ,- -, 4 2' � 2' � '1351, TV Im,nmait uz UvAnof, - 1-11111 I '� /Ct� I I ...... I 17* CC � I", " - 11� VARES 2' . 1, . 05s, 00 �__ �� ,�, �� IT W. GO, OR I " - "' " R ,�,', I ; AM' 3106 li�4 SHM pmHED CONIRET Vow-REIF - , �r 11� � - S - , _�­T ----- L, t� zz , , MFTAL Auw� sair PLAIT I RLOM OR 2'.4' WOOD FIUME x , 21 4' X ,17,5� I \ �il\ ! I i � it 114 - ,I . \ /-- - , 01i /- � REOWPED (d P, em is - 1 2 W - I - '11;1 ­ Y, 11) / i 1/4- / CORY AUJW ANGLE _'�li,-_lg= - - _.�,_.e -- - - - - -- ="L - - j MO., co 1, . �1� Ile - BOLT � ,,I' . 4' � 07V Ile. 310�Nl. OR M163-0 ALIA, 0 12' w/,liemu, Mt V­ ANGL-E � PASE A (PL6,N) 9AK_6_tF1A_Nj CASE C CeLA,_Nj sr I �:AL, I/e'l � iSCALF' ,/,'­,' SCALE 1/4�-V` SCALE 1/4'-f' 1 I11 - cOiSl-17 OR CALK -IN -o - - --- I - , OR ELOO ", 'll, , - I -1 - ��, IN11Z "I � 4101, 11 ZS m; I - ,� 172\__ it .... _ I' I , Ic Q; 11 -- PAWUIATV I Iiii I u 4 OR �*-� Ww OR , OURES comitrTE _44 4 OR 2*0' WQUV Mw (WIN pm�l I UQG?FmNC Scievar On sims 9 , - 65i4iIRM BLOCK bk ' " VARIES mw� M=ftv ,�'x ma III 15, � - 2'�* WOOD rILIMIL I ,\ 04 & v h I �.1'1,1',,11�1, ,4011 , I OVERLAP MOND - -, I I . , I � OPENING, WIDTH) - comcwt Co-ve REC"RED _� � I ", -1 I � "", ­��_ , �� I I �, , � 11-1 I .0" to 21.,I, WOOD rR4ME 4_�Il (J) , - I � 11� , --- �_MI� __T1_ 7-- REQUIRE, I A �� , I11- �, 11 � ­1 I I - . I -1 - - \ - _'i-'_',j - _-_,�, - 1 4 VARIES # 9_ - _-(�) � (�t, OR4 \ - IJI� FRONT * I "K, / -,,� ,,f"'R-DA %=-g . I - ..... ,LL,,, TO � S, V_ z I N----/ MALL (NEW WT m I,ma) i � X - OLD DISTANCE - \7.1 - - - - -- 7__ 1--r - I I \'c '11, / _�\ I , � < C1 , � I I v , A .1 _ 4t,00044411 v___\ --f) , ,"I hi", �, _., ,,�-� /�' "w.-w - K%ii , , CASE G (PLAN) , " ­ 1 -.I- < ."'A �*r A 74 N,I , I j/, / /I � .1. .,V;v .0�-S:�`a SCALE 1/4 " Ri, t, �,, W� oi , v ­­­_ �­ VALID FOR DIRECT IACUNT INSTALLATION ONLY & '. 014s. '1-1/P_ \_/ \--/ *A.6, $1:4� 1`NJI '.. 's , , or - CEPTIRED PANEL INSTALLATION AT WALLS W1 �g *. s SURFACE LM VARWMNS WHIN 3/e z : � .*1 No, 44167 " 1 = . I - � * z * f FLORIDA BUILDING CODE (Non High Yeloalty HU ne Zone) In - ___T­ ­_1 ­..­___._ - CASE F f PLAE) � tl .. :Qz - a TILTEM .N(I 24 GAGE GALVANIZED STEEL STORM PANEL CO. 4, � ,f CRT^ Or ScAa. 1/4 .1' S,e, %. ml,-,�, (G, SCALE 1/4'-I' - 1.� �F - I I - - I � " ­ I ,IIIII� 11 W���_ " " GLOBAL PROTECTION PRODUCTS, U.C. ITTY1712020 � __ - Vor, 11, - `w SW. 5 sm.7 . � �7- =_Ifm_-%,&-.5�6.ri��_ imm Jilm,4 t. - " , Ont) ­­ - I OAc .,--. PWRL %�)M-ISIA FIX- N�pu�97 20-175 - DRAMMI ft -4 - ���: P,E $M/S0fW1VW,MAM Qi,-O"71. - -_ ___.. — !iII!,I i I 1:40, lw� ,,,, px :��P-F 62 ___]_�� =_ I. I I . . I 0 ,Mtlg-wm�i�t-lwg*,�imm;-4j,.�-���,�---Mw--C-� _____­ � _­ ­­�� MMIXIM1. WrjTm1k*% 11 t ... I INSTALLATIONS INTO ,WOOD STRUQjWjU f iw ,VALID ONLY fOR PANEL&INSTALLATIONS AS PER ALTERNATIVES I THRV IM ON SHEETS 6 & 7) MAX. A_S.D� mvt PRIESEUR PATINO E ------- - MAXIMUM ANCHORS ----I-- SPACING FOR E-D. - AS SHOO ON SHEETS ­ 6 it 7 ­__­ APFL��, ALIERNATNIE� ItILAMN ____ - - - MAXIMUM PANEL LENGTH V TAPCON I LAG SO)" ___ PANGUAkTr __ --- , PANELMATE - `MQVQ BUS"A'S (P-0 I I__ FEMALE 4) PLUS OF THEM, mi __ -1 -1 __ 11 . 1 w sn �__ - __L3�-, 13' __L3�_ ____1D_,___is:_ � ______:_, _7L_ � w (norrato ___ -,-- 6 1/2- _11L_ 6 112" __L�:__ a 1/2- __2�1-- e 1/2, ----Lz:- 0 1/2' - - __ - - _­ __ 8 Ile 1-1 ---,----- lz 1/2, 6 'Ile - 2W (BITI) - � � ­___1__ Ir ___ w---- _,__V_,__,_ 1 ----------. - --- __ I ­ 3w f1w) LESS _­_ , sz-,--- ,____,iF__,__,____iw ---- _!�__ ---- w - ______ D; iiiiiis�i ( -I---- �ll-��,-�-11�-,---..--,��--��-----�-- 13' 13, 12r --I---,----- 13, ­_ - Iiw w (TOP) +46. - 5 ,_______1_____ 13" I-------- 13' _______,____ 13, ___1_1 ­_­ 13, --I------ IV _____ 4W tWMM) , I - OR- LESS Ir - --ir __ ­_1 ___ - --- - - _____ lam --Ir- - " - - - i5m _13- ___ /�­__ I -- - ]ii-T --,--- 4. i��) - - ____ I- � I -1-- ___ ,a,;--, !K___ 12�20t) - _i__v_2 --i -1/2- -6/2- 6 -1/r 6 T/2- 2W (TOP) _ - ___ - _____._ 6 1 4 _____ 12 1/2, ----. 6 1/4- 2w (wrr_.) "­ - ___ ; I/,* __­­______ 4Z __ B 1 �2� -------- 1/2' _ ___ ___- . WW_ __ , , 14� e 4 I/F---Z--1/2- -,---7- -_ ---! 7- - siv (wrtom) __ --'--T 10 iii� -.'------; i /iZ - 12 _­_��__'­_-�Z­ 2 �W �66�) ___ L_ �3 ---..- Ir ____ ,3. ______ 13, --,--- .. R '/I- - 4w (BOTTOM) __j ____ - - - ISEE TABLE #1 FOR MkX. ALS�D� DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER (q� IS I I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON ,�!� � �� -.-- MO. A1,0. MILOMUM ANCHORS SPACING FOR SO, � AS SHOWN ON SHEETS 6 & 7 APPVOLI- ­,,'', WA,,N,lW MIGN PRESSIL)RE RATTIC TAPCON LAG, SCREW I PANVILMA7E PANELMATE AL7EGNXPIR,1 WOW WMNG =& �PAISH ENCIR v IP-) FEMALE BY PLUS G! OF TKEJU (m) __L�:_ 13, Ir IV ____ ---.- __ - ". 1*1 POP) _.- ___ - LW ___L3L__, 1/2, , --L,:- 6 1/2' ___2:__ __2:_,__ 6 1/2* 6 1/2* _____!�__ _fmle�) a 1 Top 2: ( ) ___! __,_, - _ _ � - _­____ __ 6 1/4- 12 1/2- _. __jL __ 6 1/4- 2w sall".) 5 ,-w I—- ___ .... . 1. .. _____ - - _ , 7 ,/21 ____ __ _ - _ - __ _ - --- -- � Ft. JF` , � __ _ ____ - ,__�, _ - � W (Tiwj : OR LESS __ I_Vi_�_ �; V�;__ ___._w__1_____ -----i;­--- -"----- - -, - , ___ ­­� .- �!_(m - �S�__ ­-Ii;�­ -, -6 _­ -"-,Ti;, -,-- __ - - I-Y __ - __� ___ ___�3;___ 006 7- >+41. -45 13, tal T�F__ - --- __1F__­__T3" - -, Aw (w7w) to +75' -7b ---------- -1-1-3- ­­ 17 r----- 13. - ­­ IF ­ ________­_ fvoj�&Fy - - 101._ a T/e �_WCO&Tiw) ---,Lr-,- 6 1/2- ____ii:1___ 6 1/2' __1V_ __2�___ 4 1/2' 1 V1. __ It 1/2, rN (TOP) - - - - __ __4 I/,- __ , - ___ 6- --i--1/2 _____ ___ 4 1/4' 42 1/2, - ­ ____1 __ I 112- ? Ig- ___­____,�___,_ - -8 -714'� -- �V'66,rl -.) ________ __ - - ,---- m Ftoe) __ _(wrom) >!.'-O* TO 71141 j___ R�____ JW ___ ­­­­ I __­___­ __ 5 112' INK (lof) L_____1 _____2�_____I I _�r __,__J3L_____.,__i�:_.__. L-Ir _____:lV_____________ Y is' __ 13' IV L0 AOCFIjV�� I I ' I DESIGN I S & MAX, PANEL LENGTHS WHEN I USED, CORR ONDING LY TO, ALTERNATE 2W ON SHER 6 ­.- � - __ - vlazjft A A.S.D. DES" LOAD MAXIMUM PANEL LENM 40 PSF OR LE!S _ 6'-e' _ > 40 PSF TO 50 PSF V-2' � I > 50 PSF TO 60 PSF _ 5,-10, 1 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE E ID OR PANEL MATE PLUS Lmw; ; ANC ir.,P* .W... 1/2, O'C' ____ ­­­ - MAXIMMiL DA � - I -- I "I'll", -s.f.11 AND COR811.' I .... - 6i -_ 11 111 i i imml_"wi , 1 ;I 7-mMmaqum (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THPLI 6, ON SHEETS 4 & 5) . __ - -"-,- - MA'A, A.5�0, -_ I *" MA16MUM ANCHOPS SPACING FOR MIN EoOl POR SOKWULE MOW - - APPLIC41a MAXIMUM To ,# - ­­ I--'-- --,----, MAX� A-S.O MXXMUM ANCHORS SPACING FOR WIN ED, PER SCHEDULE BELOW * lg= mmmum DE54ON --;; �N P19ESWRE PANELMATE fAwmsm-TE -"7,_-," FEMALE IV PLUS - PAWL z;,-N - 0 * LENVI", `1 DESIGN __ - FANELMATE PANFLUXIE. - - - I- _T*CON Sow -SET ZAwV::iBmUN CALA-IN PRESSURE 7APCON mwa 0 PLUS At, f. PANEL LENGTH - -F.- "TING .7 * (P...f,) i6__ 0,=N & TO " , ,I,, to E Avj 6t&, TO opaw "" 10V,�, OMZWRLIC�. __i�_� - 01 THEM , GAINS --,; , TO 10 - ----I-',,,- - Ui'll"q MOM 004TO __IW_ _ _,NV*Mr�-�- OF THEM .q,w .&K,j-&q "' �-�:-, .W I m) I '31 "', -,- I ___ 13, ir IV IV 13' I 13, 1 15, � _�_--.! -13--- _4_.!:�_ - ­5 - Q.f;zr-- - -Y-i-TIF ) 11 ­� - ur , -1 ID, 1 13' _13�� Ir Ir ir ir W It 1 1/2' � (TOP) - -4--- - , __ff�_4 - 1 JEf-LF 'LF � _ , . ,_ 11 � 6- ia- T3I 1 _1C ­11_;3� 7_1�­ _111.� - -1 __. - � � i _71. IF __ I ; I'll I tr � I 2 DfZE:� T iti5:�E) 'r i Ir 2 (TOP) II" I -IV � IV __ ly 13" ur 13, ill ID� II I 1/v I (ax, MR) _.J� le _ 13, - � -37­ - �� ­L, - ­i, --�F- -f,;-- ---J� - iw)- , ,I, 13� 1 ID� I E, I 1­�__ Ir , _1n -Lr --23:- - - -171-- 7- ____ __ __ __ _�_ -_-;T3i:;_ -Ti- -I i- I 13- , ­7- -Ir - _� 3 ­- - - - --!:- _iL_ __ ___ Ir Ir 16- Ir ir ", IF 5 lye i�ior a l7i�� I - - - 'i'le - - - F - r, -F 0 - - - - --w- __ ­�r-1 -Ir - , ii,,, - , ­ -- i 13' .� (TOP) ir I _ Ra. o I/4 -It i /4-' Y _(surio-uj --W-1-1 T lj�� j-(jWj-- LESS _23" __ � _!�_ - _ ___ I - � + ___ _ - 13, I IV Ir 13, ir 13. 1 r 13, I. I I 1,02 2 (aorlom) Ri�,!�;_ _�L .. I-r-1- - - - --- - - ' ­ --!2�4­.'Ve 13' 1V I V 12l" 1:� - , w Tz IA S 1/4 . I/ 12 1/2' ii 6 i1v 3 moTrao _ I - ___ __ fji� == __ _.__ __ - - , T­ 7 1/2- o. I a- . � - ­-, � B 11-2-f __? --- --- - --,-t--- --e- ___ ­ 4-- S`_Ir OR Lr, __!�_ � __ - ;, i�_ - 3- : IT - .11­1!w�._��____1�11 .­�_­_!K_[____t­�!7_ - I - OH1) - '. - - r - - 4 iisurrom) -...-, I- -L - e- a, - _____ ____ __.,__________,___.______ __________ Ir _�T_,_­ IFFli'­ . Ir 73* 13, __ -_ _ "-,!r- kj:r__ __i;r_,_ - _L1 - �,��_ I IV 9 JV t:s- III 6 WTHIM) _1�1..v 1_1�:__ _2" i - - _ii�� " _J�1 - __ r 1;L, 13* Ir 12r jr 1 14, 1�;- ,I 1/2,15 crop) __!�n_ I --- i6!`__ - 1V�_ _L3__ ----,- __ _,________ -_ -, ­ -, � . 14, Ir I Ir , IV � ,�L_L,2��_ _,_V_ __j_,�_ -,r i3 13 _.*�/_21 (sar"PH-) - -_ --- --- --.----- �___ � -- 1 - Ir ­�F_ - ___ - i3l I,--- IV I � I - 1 I __!�. , ---I-- �.,_ --- � ­211 -In ­ , 1 IV !J!?Pt _Ii�i­ - _1 1- Ir 13' 1 '13� /, I w _� r _,3, _1� __L1L_ __,�:__ '2*_ _!�: _1,._'1_r_ _ --- ! lit - C -"I - I -I - � . +0, -45 7 +45� -45 � i,i______ ,,j­ 7, T, IT . I/. - 1 -, I - - I ,4� I - l/r r 7 112 1 B t/2 0 ." !� ­ - I-,-- IT � - ,- __ 1jr 1 frol 1 - 6 Ile 6 Ile a 1/4' 1/4' - I - ,- 6 Ili 1. ,/� . k­­1 'm ; jev To - ___`__ ___ ­1­1 ---I-,- - 9 fz�­` f/r , iir 6 1/2 SI/ I (TOP) I LIEW W v _ _��_ _7­13-1,_ ­ - 13, 10 in_ -i __�r_ - V fi -- --;IF,-- - _,r_jD:__!2/2 ­1-r -1/2 Ic 1/2 7 4/2 __ 10 fjr - ---�? 1L, -T 7- -, -� !­�LE 13 14 :�!-- -.--- � -(.,iw) -T-7 _� � , � 3 ­f 4-65 _2K_i_±., _!_r_!��--ur !_'12a,4!_1_1e, �L - � I L-1/K ,__L1`!1_ _,L3L :zS - -, I., , a I - ­, = -- jiL vr Ir- i-I-Ir iTFp)_ - N W - I -t - ­V:-4­�- 3+ 1; I (BOTTOM) IT Ir 15, . It ,,, 112 'r iF -73;- -r I -�3­- -, Lit- ir Y1 1 2 7 _I/2 -iV__-i:�___i7'__i'_iWT =­_=-vilL ___ ­­ - , �YKZ, i _05t)__ .,3, 6 I/r 2 (wrom) _ I ,-- - - - _! y2: � I 5, =o Lf:, Lr '—I i - '-6':- -_--i"F-T-1W- -ir in- ir I-F- ­T,F_'iTYV i'Ta&iw; .­ -I---- — ___ _­ _ — - . 11-11TI-1.­ ---- 15, 9 12 31 - It t/2 TO I � 1/2. 5 EOP) 11 IV IV i- �5,-o* -.- __ , -_ - ___ ­ - - __� -211 21 r Z: .3L To, 1'r 10. IT' a (top) _f_lz� _L__ -!- - --!- '-- - �� ��_'JK:!. - �V-lr - ­7_ , -Dr ­F-, ___ : I---- T � 2 ,/2r- Ti i !,ye 6 I/ Igyris I/-- - e , - - I - 1__:�_1___k:__ , - __8F,_, I " 71 z .. �! i- ,�7/iz Tmlr� X-E. I- t11___ - -",2. - _ ___ , i�l _­ __ - , , - - 1 �1/�_:_ �� I TX7 3--moid-u-1 To !--- _- 6 '. ,�'- j­6�j- 141-4* - __ __ L_12�2: -1 I (w1w - - 12 1LI !I Ll", 11 I 1 6 I/C �2 Ile 11 If, - � Ile 4 t/4' 1 i5a�� - I __ -_ _T___ i W. --i;- 7- I 1/2' 31 er IF ­F_ __�T_ r 4. " i mp�_ - _ _ 1T .- __ __1 __ . - __Zi�2% ,- 87 - w - r a, - It 1_ 1/2, - 4 Ismom) '�,', To 91-6, , , ­ .- - i __Li� , - -n- _,!�_ ­�- - __ - _n­ I.Z�_ - - 7- - -f 7 1/2. j _j�l il�le;�'_ I I I _13-1, iF Yr a Ile , �vl /Z - __ , I/- - - - L'i, ia iAT7_0 1---"/-�!_-_ - K�- IV- :, 1!�_ - i MM) �:i -d!)) ___ - F/2-- , -i-,Z­ -, ,�Y e_ .- - 'r - _j! 1/2- r ITOP) 'r - - 'O I D. 11� - __9�_ _11F_. � T­ 10, I !�: � , tD, 0 W. 13* IV Ir ----I--,-- , I 11.1-1 - i 13 ,�� W i-�Orou) _11-r-i-i�_27 1 i_i�:__L3'__ ­ I/2' i;;7. '�_Vrl, I/v � � , :_ �__ - - __.H, - , � Iz- 0 1 j 14 T�- - q� 1,5 - � 6 (TOP) , Po" I I � 13� 1. _I , 17-1- 13, 110 1 V r __ - - - --- -f�-17�, Ir i-;;) _ __Vlz�,_;": - - - ____ � - a &F,-��[. I I I 1 - i--, 6-1/4, K_`I/4' - I 4 , I =zh__Ii� ­ _1=1 ,-.---. ­9 o- - - I I I - .- sm WifM I I *0 ANCHORS TYPE & SPACM ntit W&L.K4014 Wrill WOOD MINE 9114ANGS. I A.S,D� OESIGNI LOAD MAX" PANVL LENGTH I . R "Wom MCI" sphalm Aw MINIMUM LOVE ViSIANCE Afie Ple V, FOR ED __ Lm OWN ONNOATIM ON salsbuix REDUCE AKNok XPAOWC in MUILTIPILYNt SAACIRS S.m ON SaKDOLE Of INS FOLLOW" FACTom " I" O-ERAIT", TV Ix fosmL FLIRNICED SPAC19,49 40 p1v OR I-M 6, -a* olpvtO mw4 fAc" _sIow, NOT K LM 'TAW ANALAM SPACM KOCAM FOR EACP *WQtW TfK Im -*v0JLL ­_W;�� > TO ��iF 61-2. ­ - ANCHOR TYPIE tjl,4�. - - I , � Ile I/1'* I le. - - ­ ­ ;Y,� ;�",I,,��2��-",-,O��------.'',� ­_.____ UILOR Viuc- I MA" w ZAW-ANUN VOI-iN I iIie,7 . � > SO PSF TO 60 PST �,'-10' I ------ j - - --.LLL- Immomuto Am"00ow" O.) 3 , 3 2,iT ' A -:1- - - -i Ili- -_ A MAX. PANEL LENGTHS ARE ON§Y VAUD FOR INSTALLATIONS Ail SOLID SET ANCHORS A4 W/ SPACER AT 12 1/2- OZ� MINIMUM ��_ _K __ __�i__._,� _1T_ ____ x0clam PA� I : � 'T - fl3l,'�jj_i:_ I - Lit Hlop MAN00ml ", A'Ir 'I Htr T'ft -4 'Ir I Ht ACIUM. EDQC VOINM CIA) FACM . � ­_.�, ­. .�, .�, .�, I - - - 7ii .� - I - ­_ ­­­ --- - ., __1 ­ . �, I % FLORIDA BUILDING CODE tNori high valacIty HIM , Conte Zone) .___._._____­r _,________u!J1P*_.__, - __ ... _A=J ..... , - "r _1 I __ !,Y�___­_ 11 "' "to --- ___-____._,!�!!,_ -, - -- - I , ­­ -1 __ $1 - �iw- - I I I I , Z_ .' ot!c-'. - - 11. - . 'Nim TILTEM ING, 0.44167 % `S� 24 GAGE GALVANIZED STEEL STORM PANEL IF �^ �111- _:_*d, ,1_-_-,__--: .,,- _­­ - ______1 .. .. . __ 1-1 ­11- __­_1-___1.­1­ ­ , =*. - __T - - A Ve - , -".. I.w I im Ioti 'lM - . * w, 1* " I -,Z�, _X 1JE C 0 Hot � \ 07,17/10. a.',$- TATE0_ -A.___w_1_6__!:__ ��> z OW84 PROTECTION PRODUCTS. UP- 110C, 0= t' A,&D. _ - __��__­_­ QF ' SPACINGS ONLY VAUD W"HENN SPACFR(§)JS USED, SEE � `- 4�-, � omuil�, 2 M��_ .* ut-2.2my. 4100 &W, 51 v1xv 20-175 E0_f=SML0A01"LY& MAX. PANEL LENGTHS WHEN SPACER ME LPR h" � � lzz� lAw, FL, IU314 R_a=�� I.. 1* `... ­.. . / polow (4"Jm­7NS. FAX? 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I , ON SNm 12) 1 OPATION - I I I I GIASS� I I : ! i I I I , L/2 I I I I 11 z �- " I 11 , I ( , � I- I DI : � i Ile - I "I , � ..... I 11 � I - ) I 1-1-4- A 4 , � ,J/e I ANCHOrk a 91 Oz � i DISTIN* POURED CONCRETE OR - tONCRI11F SLOAR REWROD ugnp&i-_u AJ1EQWA&_MKU WALL MOUKM Eva als- " �- 10 "" _;a:.p 11� ---- I IL, MAX, 4- PANEL ISNOTH ; (SEE ELEVATION I I - _j ON SHEI7, 112) I i i � � � �( , DI 6- � , _cs 1 � itt/rat, . � Y-. , ­,4) Ird ` 14 111:11 I . � �-_= oz� � ED �__W;N&MT CORCKTI� oil � ,,, ci, � REQUIREIL - __ "I ��� - - 1_; � � 1 -L- IAAX� i PANEL UKT34 (SEE CuVIORCK � ON SHEET 121 1 � I I � I I I ,� I i I I � ! ), L I p � 11, , I � I : : I I .s� I ANCHOR 0 0' OC ­MNo PON � ORETE OLIM ZENOCURPOTE OR ZEQD2LJk_u 0 RIECULAR PMEU �,QH�A,,,,._ SCALE 3/8-1- - 0- =4H ;� vc l_ . V; .= GIL cc -cT 92 3: - . - = N. I ..cx aa ltli: - 3: - -a w W% . 0 - - : = .� .) 13 .-,, - I = .= 2 2- ; 9 r_ - 1.02 24 GAGE GALVANIZED STEEL STORM PANEL I - DRAWN Vt. I CAR, ,OBAL PROTECTION PRODUCTS, I.I.C.1 ....... 0 ' 4400 S.R 6� SM-', Nme� FL ZVI" M,w _BWNpm--1a4* Im,,,,,,,,, 1 20-175 ox-ft4o - ___ I - -- -- I : i I iG i '19, .�� � , ! I 'V wx� iF­ PANEL LENGTH . ,BE,- 11 I .11 IS I � I 0 � r � � I 1 7 . I I . ..� ... - __ - - - � I I, �, �� I � f! m 'i �� , " .-il, - e - sw I - I . . . . . � WE- - .IT ,/2 .C. I I , , , I , I'll, �� ill _I/.NL TAPCON memot, a v O.C. I DIBOING POLIPED CONCRETE OR - CONCRETE BLOCK REDFAIRO SWIMUL-2a I -0 IJEE WErLZRIEL _F_-f a) (1) _= U) _0 —00 > (1) -C- -ii.-, 0 'O L_ (:L) (L) L_ 0_ CL c:: 0 0 L_ = -5)-P-0 ca 0 -0 (1) 4-a 0- Cn . a) -L- = (1) -0 0 0 0 -0 - _a = = " = (1) m = 0 0 �� w LL. ,,- 0 — M > . Cn a) Cn _11­0 M Cx — F , � -0 1p = . — — C/) C:) - < a 14 z w mi ___ __ ------------ ------I _' --I ,-- STALLATION DETAILS FOR LI SAF 1 I — I INSTALLATION DETAILS FOR LIFE SAFETY PANEL(j) I INSTALLATION DETAILS FOR LIFE SAEEjY_eANjLAj j' . INTO WO­OQ_SjRV9_T_V= I � I I ST U - A � �Ip ­', - 111�1 �71 - ", 1--r- - T 1- 'Li -, v'r-­ I -��TT — __ I 11 11 ­ � A- __' � � 0, I - "' l­ T_- 7 I 1, 1�1 "' -7- r_­__ , - 11 - '�p " ­7 _,­F_Tj �v '.- m , _��', 1�� 11 I �� _ i , I I , , , , I i, ;­ � I I , I � I "I �, T/eo TARCT! I - -7�7 ij I , _L�' - I - 1�,� � ­­-­f�� i , � l � . � I - I,,l I., �, 1L__ , ,����11"' --_---_, ' " ", I �_ , ,� ;lj � , I ." �- v�; .1 - � , , � _0WIND POURED F_ L I - - I � WwO KAM 1, - C, NEAMR �', I'll, - � ­ ,� I `L ER ,,, ." I/e.TAPCOW_' ­ ' ,-EXf"Nr POURED , - I " I ,­ ill , 1 -1 ­_, ,�� 14 1 , 1 , ­­ - '� ��', -1 � REOUPIEV 1, - 1 I 1-i � I I .� �,, -, -� , , ", I I ­1 I 11 � - I " � ... � �,, I _1� , i �',g "I REQUIRED. nl*rl� � � , � , !�, t � , , - - , ROD, ,:� 0416,111OF I CONCRETE OR ,�,', -� ­� � � �' WOOD HEADER 0 , -1 "; ANCHOR Al G? Ox , ; dbNORm OR ANCHOR a 9 O�C I � r - it' 1- --filt � 11 -11 ,� -,:,,-, - - - "��, , �____ ji� "i _= , 4 " -W.VVER � , - l-,__ Mia, HEAD __ I - , __ -­l 'T11 nrowito I %PREP , , �m - " CONCRETE OLD" ��6 . CONCIRCIT BLOCK � - ,,I-- - i! : oulm �A --�, ," ­,_ __ , �, �� .1 �` __ - , � U) -1--i ,� ll, , I " i , � , . �, I I_ I I .." 9� � 11 p I � I , - I - � - � - 71 , ',,'� �` I I ­1 I . � 11 -6 wCom � �'� A TIC - ,L I _____.:�� I , - III r I �, __ __�� 51 "I '� -��> v I , I I � � 1 �4 " - /ea TA" % I - " _� jZ4 I � I - I 1, - -1 _ ,-, . , I , , L' I � ANCHOR a v Me � � � ,-I, 4­ 711�� ,_� I I . i " IV_ , , ", I I i f, � 4 Z m , a sr O.C, - _Z,V .� D'. �1511 ,�'-?, I , r " l f,� - lt� O'C' � , I ;1; �i � " , - VC (LCI " a) ,,p 1=0 W� O.C� : 11 - ,J� - . � � 4/ " �, � p 1-11 �L � UP � l " ,-, f * � i,-, " p ... 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" � 2� i , I I I , , , , I, � , � i 11111�__, ­-, 4 �_ , "� . t � I I, 11 � I L i � , , � - 1, ill � 11 I , I � � , i I 1, , �- L, � I I - r � -1 � -1 : : Mi. mi,i �i I'li, ; � mf� MY. i M , -1 � " I " �' � , I i X - I - . � ___ _ , � , -W&.-'- L- '_­­ _­ _+__0 w I � � � I i4�� - , - __ , : � r- ­ ­ ­ , L .. ..... .. t '� _ I __(i) I "!:/ - I , I L i � I I I 2 , , . i ,,, ,� -4 - rl - I , . ; 1 - -1 ) , , , ; , " I, I I ,,, � t'j! ,� I ! I � I - ,Q) � 11 , � i .�� I i - I ; I I I � I . � I I � � � � I lt� � I I � .2.1 i L i, 1 � �v l" --- � I 1, I � 4 � � , ; I , I I f � - (, I - I ""Iv � i , � I I I I : I 11,11 �,' ,� � -4-0 4 I � r--;;7 - � I i ­ I -'- � I 1­___ , I I . =:) m , I , , I t I I I " I O­_$"PAwOt1_ I Frzi,f I I 1� 0. L_' I - I " ! _� " � I a TO GLASS t _��J �, i '_(D - ) - -,u -,-- � I I I I f , I -, � - : I , i. 1 ' i � I - <D I . 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I ,w " � ;, L" : MAX, ' !' � I -L' .� � i , , 61 p `_4 i I � '49-1-1=14--l- ­ ­­,__,,T,_­_L I I ! _1 " - L I,____O____�� L__ L_ a- ' - 4 MAX :�, , �, I�,' , " _ l wfavrimat 3 �) L, 11 , , ... I 11L k� I PA-WL LENGTH - I ­1­11 11 ,-I Via, ti=11 11 � I _r, v­­­­ , ­11­1�­, 9 1$m avATION, 0- I MCI' LENGTH v 6- ,,11_­_­­ ­­­1 ,, It 1. f IV MAX� 4 le '_ j rsm CaVAT<* I v 0. I __ I == _111.1- G ,-- I �� v��­­, , . I I i - - - 9 (SM ELEVATION l" p, i PANEL 0 .__­__ ­�­_ L EL LENGTH v OR SHEET 12� 1 ON wm 12) ; I, I ,� _ _1 � if. 'At: N­_ I m I - ------ , -,, LENGTH 0 , � ONSEET � ii __ - f ALKLI - Y --I ­­1 D_ 9 I* wrI. I 11 I I ' OW SI(EET 11) � " . 9 , ) t IN ___ I I I RAINFL LENGTH I 1 m E LENGT (SEE ELEVATIONi . I St"ATION ­­ �i� ff I i ­1 0 I I Im q i - 1_1_1____­_11,P1 '­_� f(SEE it "I ­­1 ---- I—— i - _T , (SEV ELEA," __­--j-­-­­­-� A I __ J TI----- - : oK sum 12) 11 11 - l � - 10 � ON &itm 12) 1 i (SEE FLEVATION I- - ,__ -1 - ----- _1111-1 i ON S,iEv 12) - I _ ___,__I L , t'____4--­' -0 4' 1 "­­­,­- - 4 -'I ""*_!� =eq I'M M ' �'- J.-Z - GlABSP-. ' ­_ ,�;l 4 , _ . I , - 11 �), it A, _1 I �=_ 7, ILI . . ...... —, _� - I I * I ��i­` I �___ , _1] I I ­ " 4 - _;_ .­1L1111­f�__'_Lj it I i - f t I' "w I � I 0 , I ,------,,- -- I ,-,-r -- � ON SHEE, 12) 4 "��2�11­,_ , I I U) i�. I i , I : I �,-_--m-,"h�­_ -,-,- ��-�­,e-�T � �___Iqt, ... _42:­41_1­1 a I !� I < ,. I ­ - r IF- -sm � ___ ,_-_­_­j-­­-,_­[_1_ � I � _ _��"L,:�""�_�K'�,�, � R - , " I \jj I 9 I � I i, ��_�_ ­1 �_� �'� � �,l ,,--,$ 7 f - V mLi,. 4 11 ... 01 � : a To CLASS, __ - f, 11 ,, t , Ill � I' wi,,� � - I I, Mi., 14 I ,"11­ ­'­�� �f, �­. �,_­, , , ,�-,_ , ,�-� ��, i &" �&,f­.'L"�� � � I � --SEpAGAnON--- 4 A - " I I 9 I' W, ,2 1 ,10,-- ­ - W­ i I , �� ��&,, I I " ,.� ',"`,'��'�; - _(i� w , r­�J) � l,F­-T=­­- - � <1D 4� � - -, � _ L,/2 I I " f i TI I _��,,,�,,W,�­,� � I � � I I T CLASS, 0 1 1 __PARA I � i i - I � 61 1 ­& . (:-v r I I ms, 1 � ._kl I ff-­srpANxflON­- - _C1 1) I ` ' I -" -- "� "'I' 6- I 0 i : S. . I `C�ft � I 1-1 i K­_ 'TOOL&I.- I - i - - 1, IO L I - i , � 0 "'?" ; - -, , I I : I I LA I . 0 GLASS. I L ED# �,,_',­ POURn, E �,� . ,-�j!,,�'�,�- 7 1- --@, i I -- I - 9 1_�Y � 0- I i K t ," i � I 1 1,12 - ,� I CKLETINIC , ,�� I L L � � - (D 'EZi T -, 11 ­� , " I �VN � f- I 1�", - ,,'c , I 4 � 11' ' L , - 1� :21 I'T � : I 0�t -1 11 -1. - I i -, I 4­ - - 7 I - .11 Ef` - �;' _Y . %,Vrap - , ' L ,V,SS�= FO , , ,� LLL, 10 1, r , ,,,, - -104ORM OR � � _'_-��,� I ­ V f5 , , * " ` � � 4- "" f zAer=: =3 CONCRETE i�; �� ,I- A0, gL ,';,�,_,` � _) I I , � � , I I FV_ I � - __ _L, -0 1 REOU'lim, �?' t cntl/r� , RECURNO), � 1���,��A.111, 1, i I o0owl � i ,�� 'L t��'�__ I ELI i, ; I -1-111 ­_ - V�l I I I EB, , _,� I I - -1 L , , � -, - , � J __ I __ - I t _ _ -� r C I <m I - 1, -1 - , 'Y� ;�* - 4: " I I �, w 1 1 : wa j I I I- . �­ _�L T_ -, ----, 1� 5 I � � - I 0 ­­___­­J____ , , L �,� 4 I 1, - ­ I.- ­ ­­ ­ j � I � � AD`T% 1: 11 � ­_­_____j­_­ -- ---- t -lil k,-- ---­----1­­­­ ­1 � , 1 I I I " I * - _ I- �, Be. , '�­, �____ Ec, , 0 1 1 " � , � L �� fj I f , I - 1� I � 1 � � L - , -� - , - - �: � � i , ", 1 : � , � ! " ­­- , �,­ , -, I 1 � . 12 1,2 O� a, ,- �W_ zi-�­ , , 1, I � .. 2'.., WOW " '1� ��tl ,f,,�,�, � I - A � -1 4 ol. � ��, ,�) � , t I � � � " ll,,�,�,� I I <4D � � , V I , i , I � I I e I I L� I I I I I � , , � , � i! W _�'; '''L i ;'11 � � t, �, , �,,;:v,, ,,,&,,q , I 1. � % I PLATE � I <1 " I � , j 1, '.4' WOOV " I 11 I ,_11111� , � � l� . � , I A , � REQUIRED I � � , �! � 1 ��] �� � r � Z _ �, __�_� . -. FNNELmA ... 114'15 TARCON ! �1- 124'0 TAKT! L I 1/4-0 TAKO� 2-.4, , � ,,, --i � i�' I i� PLATE L 1, I I � , �� WOW ,Z i �, I f I 11 � , i � I I I - __ ­ � I ­ I -11, �, I I �� � �� i�L ' D) I - � � ANCHOR 0 9 OZ� I , � j , ANCHOR 0 9 Ole PLATE I - � I , REQUIRED I ' � � , , I 1, � � � I I � Ile- TAPCON " , � , , -. A"A . � 3 , _- -ANELMATE PLUS � I 11 � I I , I 1, , : , i 1, '�, , IJ4 MATE KUS . � ";. Ili ­T_ I i � I" = 0 !" I I � � 3 1 1 � -, - ANLIiOR 0 12 1/2 CC, - �­� i� D.C. ; � ili a- 1/4 lz �ws , , �a, � : ' , � �� _ _ "'i , i�_17. X ;, ,,�,� 1 ,, ,_,. 1 A01-4 1 2:-� RODO - — " ; .. "I I - .. -, STUD " � � STAGGERED W/ STUO , � 140VIRED _k4t"Dli 9 ,9*;),C, � � � - iji -- mcwtk 0 12 1/2* 04 � 7 � "I I � � I � � I ll �; � ANCHOR a 12 1/2' LLC I �� � I � � i ff � 1 I i I) - -1 i I I I ,� I __ � � , PLATE � l , � i - �_ I � I -, i � il � 1, , � �;, WAIj- � �, 1-0; WOO �' ,,, � :, L _:_ i - -Ji"4" WOOD "l, � I I I I . L I 0 a) , , rE pw - 11=111 �_�� � - , Cu _;,� - - _" a IMMLS AN A ,11=1 V� ' - I I � ��� ,�,i , � ­� � I ITEOURET, I :' I L I I : , . L ,M� I I I I I � � i I I � - � I L; I , ,t �� ORS TYPE & li�ADWQ IOJI � � I , : Ts -&-if I'd � __ 1;"�, � � I I t z n4l�*mm * - 1- - I -­ I'l - REMARED �L::' I—- L!'' �L __ - __ - REQUIRED � I - , , - , I , - U . �j T I I I � 11 I � � "" �11 RG" . � 1, � I i I I I PISIA14ADORS WHI WOOD ntlw OLMOMIGS. I I �: i � " j I'll �, � - � J a) I I , � ,--- ­�,___'_ J __ . L' � - '­ " � �,_ ­ I ,INDS AND W*MW EM DISTANCE � I , MJMWUM ANCH01I SW I 1-111- ''- An INDICATED ON INS scmmvl FOR eV Lm THAN v I NWATM ON SCHUMAX Ammt mOHOR, SpArold av ". m Atuaftyma SPA404 SHOWN 04 spKiDua T, DIE L - fOLLOWINP fAGTM FOR TAS CAM11% It Sr POISKILL ILIERVI93M MAVYL-11--ift 11 E-A=ZW imm"M - Nly RM= SPACIOG. wNixm 48M PACTOR SNALL W, 06 p " fn tm I.." WPA^* SPACWC NOICATIV FDA CAW Atelm L I Io"Il,"j H"A ,%,*I% 4114RAWAI, At� A i , 46N ,Tfp-. OR THM'ScNmAx, 0 � T1 "LL011"MAN" WAU-MOUNIM �� � i ,P,,.��r � ctip , 1,14-0 ,,, ........ . �, , - _11/!:�__ -1 I L , - '� n4�9" 1 SCALE 4/8- I' .,A, LLJ loom Tin I ./& <P�j A. T I I j; � ,,, j�,,.,`,i,xC,EN8e'%.., % OPWN A55, , l,\Cv4s,&,%;p ,,, iol!� .­­ 4 =:3 11 *4 , - *­ ,� I I , , I - 'k FL0Rf WILDING CODE ��h V�eloclfy Hufrf ­_­ - - - --- � .�. . t. , . . . __ . -�,�i, - Jr i�` 11"­**­ , FLORIDA 'Zor*2 1 = *: AMMAL A1,00" s"'I" *11 3 3 ' cone Zone) �__ BURLDINO CODE (Non Mfgh Velocity Hu,'ccno :c ., 4167 FLORIDA BUILDINO CODE (Non High Vottiefty Hurricane Zone) 2 - _� Z :' ,L-AAjA,7_1�1 � I - --- - ��­wA1__­_­1______ ,.,-, _ I - 0 h�­_ -------V-- I __�_ __1____ m­­1- "'' � o4, �w - ­___­ ­__ __ - , 11� N=, -------- WAVOIXTRZO --- - ------- , __ ______ z , � - � .= 11ITELN. (w, "'p- z 0am ft"Em W� I -'i,. - < 'Mmunw- __�.___ 1 * ; . -- J/ - -_ 1. . - AP, I "� : . mol _T�/__ - = * .*Z 24 GAGE GALVANrLED STEEL STORM PANEL 1 . 11 ­11 "I 11 ''I 24 GAGE GALVANIZED STEEL STORM PANEL IRL s 'T. 24 GAGE GALVANIZED STEEL STORM PANEL DOWN P., I- --!-- " IWA^ 01. 1, INSTALI.XROW ARE. ON) Y VA41D FOR &S 0, DESIGN z * *, * - I * ff __ I , iNSTALL N ARE ONLY VALIO FOR MAX� A,S.O. STATE 0� .,', — - - �9 ,__ , ____ _.... ... I ,o,,Tp.-� �71 JCRK lam ,C I STATE 0 41 i -h- - PRESSURE RATINGS (P AND PANE-1 LENGTHS AS S �� _;T/z_7/2w , DESIGN PRESSURE RATINGS %N.f) W PANEL 0741,71=0 z - GJ5 - �$`_ ��i 4Q`:i_:_2___::� GLOBAL I PER CLEVATION ON SHE � _ --- �, - r, LTE C —0. GLOBAL PROTEMON PRODUCTS, LLC. � VA. �t a f I v t � �i 4__v____ 1 �___ - � > IL E 0 - I . - I __ 1�, Z, / ILIECO Ilfc- SE, -% �__ - LENGTHS AS PER ELEVATiON SHEET 12. 11. .11.1-1 -- I ,�,-� ,CIO io, --- PROTECTION PRODUCTS, U.C. '%m __ I 0 12, STATE 4�1:7:�* �_,_ 0MC., ,,, GLOBAL PROTECTION PRODUCTS, LULC vw,� * FOR NEW WOOO FRWE CONSTRUCTTGN� WOOD "XI4 '-w ---I r tow PAN, ____1 �0��W,, V""o - W, & NO " 4096twn%T 51w_- a - /r ,a3,. �� a 91ft `1�5e` �11 1, I 11 __1 - � I - - - - I--- 1 0�3;�-� ........ Am SLW � STAIFIT 2 FOR NEW WOOD FRAME COINSTRQCTGON� WOOD , 0 a COWAW MKO X.IA III mRw -'-'L-�'L�-'2"---'-----"-'-"'--�i�' -f __­­ tm,WI� 0 ,�Z so W�4 � .`,,�� �_ 2� " ,,u �%,Y,­-`z­­', � Aw . "Mx7,z ZTIIL.I..� 20-175 , Ift� AWiA I. "�--�, NAIL' ,,, ' / In. ay.� - 20 MEMBERS 10 BE SOUT4ERN FINE No 2. W/ SPECIFIC vo�, . tIA.. i- . - 11 - - - "Af 20-175 _0 __ A �, .1­._"q .9 -z".1--f-lol- , P'te't- B,F,)WM_,,,.,X 1. - � , - I P.i M-1 , 1� � 01A - ' � ntm)iw.?5-05�� r- (�)"w 8 � mEmKR,3 TO BE SOUTHERN PINE No 2, W/ SPECIFIC I it ,ii � �( - ___._� ,,w (914),ito.1w, I- ______1__­__ -_ - ­­ 1-111- _ I 11, '44 A ... **UO' � - - � DENSITY OF 045 OR EQUAL - Dkwm 1�-, I DMTY Of 0,55 OR EOUAI- . - -.1 ­ VA-000.7tl . Ow1iHN4 , < I I - - - t-OW719 .L1 -i.- -I - I 14- 19 - - __ w Ps, se'L'iLaiminiALYMIT �01_ AW � I "i< URNFAL _­__ WALTUT k I RZ I ps tEm"IbCsix,norrywr -xv-A - I _�T to " III _j __ "FOR A, TUR .. I'L -21- � � � � � �� � sitm-'. -, m I I- . � ��v -,, - I. I � . . Ej���� = - M2 ; I I I I 0- SHEET NO. SH 1A ZI/18, EZIVV/18 ANCHORS i .." � - -_-_ _. -(SEE 'SECTION EZi & ALTEI±HATME EZIW DN SHEET' 10 [ -. M¢x --..5 Mra --- I: Mm M j)(SEE NOTE 2) JI i,?W, `LJ `"')NOTE 2) �r 4Fi�tC°N 'I'm ll S F ---- r j2' ry DF(7) END... �T-'�`�f-_'1----�-"t t.' p----i"_1'"' R -1- _;I/s6 ><.LVu:N1v * - " r----} ;;; �`•r !'rF RIVET LAST PP,4EI. (�-tj TO BE INSTALLED AT EACH OPENINi. 5"!AL. ALWAK BE 1J7".- OHHri 10 IO 11? O O i0„�I--.- t'-' _. j PRuwDEO Wf RLA3`r N.ANE>1 TO FACriJTATE 3NST.ALLA'ICh IF .NTE'PaDET1 ✓ BE !N$TALL.rY`.S f`E:iA ,Sil!}E iJF SiRt1CFURK. I 7 t--I I '. 7" i i • 1 ' tr-f-) t--r I I • , ( !i' i � • i , 1 A• ' PER. 1 , " ._ _- . , _ 11 .�!._1. E 1 . `_ i', Norte ' 1 1 50% < ___t i _„ .,..-" .,, - ....r.. r _.z _..»_ --- .._ , r _r ,, 1... _..r N , - v„t or %, - (I) �E-FI�17l�t����II ..� E_2 r1,ANf: STORM PANEL .yS71:t1 h , : tINTERIC,A PANEL, g1NTER10R PANEL,' i (Ch`tFRIOR PANE.) V 9 (END PANE1} i i CON513TING i)r PArir..,:. h Cnnt TRACKS TOP & F3017CJM 1 C ND PANEL, I i f ";;t;E NDiES 2, 3, '4 I I I I I t ? 1i SEE NG7LS .. 3. a .:r,_ ..R.J ; 1 i j ; j I ; 1 (1) END PANELS SHALL ALW Y.. i3E CONNEe, Ir0 TO dGOM iRAC;N:! i 4 ! I ,i N..-G.E T r 'c..' ? 1 . I ! 1ii .. D H_RWI„C A STOP BA:R S�rALL. BE PROVIDEED AT TUT' UP SUC':H E c I i I C I , I, I. I I 11 l i` r r MAK'- F`ANII a. € r I,-_.. I f ! I I s.,-..} . E,..�.. 1 ° __: ' aAa1€L Ld Nest+ €.j '- tt1�* 1 `;-f]* Ii;* a 77 �, N }+/ 4eDt,.t D �-- I 1 I ... tom. 1 , 1 f --r i 1 (.5),. If .END PANELS ARE VuIN trTED TO BOTTOM TRACK, CONP,FC, r[ON ' ! I I �rt i l I .� fj 1 a,. ; ) I i. _�. ..I ¢ SHALL fON.S'157 ''W ;("t'm__20x.3.14' fa.5 wf rj&,:o'nAJ.T7" WIR. { '' I i i � I I I I � I j I � ! i 1 � 7 I i ' P BOLTED PANILS Wl 1/4€-20a:t' �' '. NUT OR 1/4'0.3/4" Min TItUMESCREW INTO TAPPED 801T( ff : I j i i II i i 11 j S.S BOLTS Wjo O EA GV'-„e' LAA TRACK LOCATION OF :-A,t`TENERS MAY BE A7 EITHER OF Two i I (i k FCINONS AS Afk'r,.ICA .E; EXTERIOR %TAT ei.RNG OF END PANEL. I I I I I-�_._� 1 1 4 i 1 1 I I j 1 �X I �-. 1BOTTOM _I ._ , . _I -i_. . n PANE,To ,'-.'i OAN, _. j J - - - - scaor ... ;. .. -i-- __.,.. (.i..T .i ) , I -'_I _.. _. vrIS . YrJUSEDOT ! I i I 1ECT�EU RACKS(",e. A S"TUF TOP) AT TEAS' IWO -r+.i I { I . II ( I ! 'I I - jj I i FtJaE 1. ArsALL BE C.3'.ri[CTET'i :Q pOT70>a TRACK USING SPECS '-t--!"ti �;T t-Y_-1-..i__`i t ll"T""T'-t �`T`T T` rt't-.'Y._i�7 -iT i�al � -t -� -I 'I---,, -� - I.NNf A'-D ON NOtF 3, AEIv>G. IN SUCH CASE. C,JNNECI ON OF , IJ Jy LtL1J�LLJJ! LLJ-J J i!_i1i____ , PANE,' TO 9U^OM TTRAC'X MAY OCCJR AT ANY PANEL LOCATION i JL-I-1LLJ.1.=>�LJ. J-ILLJ J_LL JJ-1L' L J- L _,_ - -.. __-H ._. _. _.-_.- - c u a n P L - Mcs ` ECE MCI! a - -,.._^ �. taax .4 1' M,n ,'"r'�y� SEC i' N'n '�' 1NS`iP.LATIONS OMLY VALID FOR WIND k r i - rWl4W NOTE 3 1 SPEED UD 'O ,7O aNRNAVV m.P. n. (SEE SECTIDk LZ1 & ALYERPNriYC Es'rW Dhi JJEEf [a)._. .... '- L1EZT/16, 11-alw/18 i TYPICAL V N FOR SERIES2000 E-Z HANQ STORM PANEL SSY (t) SCALE 3/32'-I" { �� 29a/"(MN ET,MA- /4 Md GA„ • -1 YACLE WNJEY) / f'- l- r/4 fJ MAX GAP i, i " /% SECTION A -A In Ilrfs2r 1 N rr SCALE 3/32'=1" ",11 P.171,C/p a Q . EN , /'y. FLORtOA BUILDING CODE Nan High Yaiocit Hurritana inns r S� .2010 'I'm ♦K rY. 0. 44167 24 GAPE GALVANIZED STEEL STORM PANEL m IN _a c'•, STATE6 a �1 E 0,,E \ GLOBAL PROTECTION PRODUCTS, LLC. r,r purr i3T1NQ k E.NEERmc COMPANY « VI ] S1ALE' '1''°�gC%R,h FlORIC1�' ) M St, d151♦ 20-175 �1 ,t /I Aa. rabl s M!unbv.mn maims PMDNR (6:'YtIRAB ]] Et GAY (4^_rj6a4-F"I rrtt- 1 .. tPr�`s-,S+e_.__-x_., a oDoer:s •< aN N, rr , - @ Wt •ice-- M16p.T.f r h X, I A_ B'.€ �8. §P-,eY YP1# i .._ Yy-- +rr/Hk{Likflt ur 't SN[ZO tY M f¢ ENisINEEEIC41`S G ENGINEERING EXPRESSS PRODUCT EVALUATION REPORT September15.2020 Application66Number T79 R R 2 EX PTo)eet Number 20-31543 Product Manufacturer" AA Arne roan Shutters and Glass Manufacturer Address 1546 Donna Road West Patin Beach. FL 33409 Product Name 8 Description: 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance With the Taquirements of the Florida Department of Business and Professional Regulation (Florida Bulkffng Commission) Rule Chapter 61 G20-3.005, F,A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluate as mar herein t compliance Florida summarized he n o show om onto with the - Buitdin Code IH g Seventh Edition(2020)and is for the purpose in tended, at least equivalent to that required by the Code. Re•evalLation a f this product shall be require d fallowing pertinent Florida Building Coda mtlLGfiaations or revisions, Substantiating Data: RO V O PRODUCT EVALUATION D E ALU N DOCUMENTS EX drawing #20-31543 titled "24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)`,. sheets 1-5, prepared byEngineering ExpTass, signed ad 8 sealed by Frank 8ennardo, P.E. is an Integral part of this Evaluation Report- • TEST REPORTS ,,,,,:,.TEST tiform Nc structural r I eta ura performance has been tested in accordance with TAS 202 Les standards per ) t pa pa r s *BT-ASG- 7 01 - a report(s) 1 -0. BFaakwalarTastln Inc. Po () by 9. Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standardsr e -1 - test r ort s #8T-ASG 7 001 BlaDinVater Testing, Inc, ( Pe P ) by g • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to quietly the following design criteria: 1. MaXimUm Allowable Spans 2: Minimum Allowable Spans 3. Minimum Glass Separation 4, ARDhorSpac€ng 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA33442 (954) 354-0660 1 (866) 396-9999 TEA M @ ENGINEERING EXPRESS. CON ENGINEERINGEY.PRESS.COM =1JET,l'�J. Ir9�1r+Ir �". Hr.1,Na A I ­1R . P, x. n h ..y. ,_L u' �r.vDS" E1 ,�,Q I Iw �/ I '' t,- rr ill M r 1Ti re a e i I WW 9 a E •,.n' -:-I. r,IL.I- fl w A�-PIR11 ME IW�qq O I 1 r _P 1 el � „ E r_.n1) J f h ''u _ 41 uHB, n a 1 rr, TIN ,7iN G K 3H1L 4 .1- _ c. ..r 1 . - s,.i -1�tryH'f flli Tyyrr Ao.I ..�. y..i _. MD _ J+❑ K /1. Y LI .' i' ` t 1, ; } III 11, III �I4 E(-` r_P,,. C'US II I I\ H :. A v I 1.1 Z�I.I ':1 .—- I -I- IPJt X101RH 1 HII1111 4H.1 ON u AL TRt1ATa BURDDUI' M OL NTIIIk: EXTRDSkIFIS ra ENGINEERING Page 2 of All .American Shutters and Class - 2-4ga 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 wind zone 4 and essential facilities Impact Resistance: ' Large Impact Resistance has been demonstrated as evidenced in tieTed test reDDrtCs), and is accountedtot In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind lands as Indicated in the span schedules) on the respective Product Evaluation Document (te. engineering drawing). Installation This product shall be Installed in strict compliance With its respective Product Evaluation Document It e engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use. Use of this product shall be in strict accordance with the respective Product Evaluation Document li.e engineering drawing) as noted herein. 8 rig g) All supporting host structures shall be designed toresist all superimposed leads and shall be at a material listed in this Product's respective anchor soled le,Host structuro conditions which ara not accounted for In thisproduct's respective anchor schedule shall be designed for on a site -specific basis a registered pn lossionat engineer. All components which are permanentlyinstalled shall be protected against corrosion. contamination. and other such damage at a8 times. This product has been designed for use within and outside he High Velocity Hurricane Zona VHZ P g 1 g Pi(HVHZ), Respectfully. N �� A '':" ,'N 43' A Y. Frank Bennatdo, PE ENGINEERING EXPRESS" OPF(KA6549ICori Atoll 9885 160 SW 12"' AVENUE SUITE 106., DEERFIELD BEACH, FLORIDA 33442 (954) 3540660 1(8456) 396-9999 TEAMO ENGINEERING ExPREss.COM EtiGINEERI NGE XPH ES's,COM f 1 11 1 L..• kfllTu y 2P }1•L. , he n , o R,t, t <„ ,v .F I`F: .' I ., I I I I I I �- jj- I , �± F' C Fl - 111....• E 37- I._,.. ,.1 r -•LJ e� - R 01-` r"r 4 N z L,1 c.U,- F rN -11 tr- H f. ' LN : k�-/_T _-: 4 - ,, VNM Y h, i, 1. A4ay fe MFe:,-:D4.. n ,rf�� � ?IIVL -FCl. 11 t,o-+uu.I a u A/ti CCIUNGIRDOR NOUNr SCCf10N ; .1.n L'.7 IJ. _I CL. '.R )b Y vu , >Y L M `L r c r r. ., - _ It, L_t WS u" I. N �-1 i.r /\ YlAIL MDUNre C[ION �. . ,it i, I",.n-1-1� -,, .Irtl,=„r �-111 It 11 ,, "Err,nnr-. P X .. I I1111.13 I- I -1, c 11T Fr L.t I. , F•'-E 11 E,. c. F " T P =.r 11 r _ _. rr_, .>T rT - n-�rr- , -..-., WAPTSDNALTD- PIWT,DM C10SUIFE D1AILk 0 � � -- INSTALLATION 000 E-Z HANG. STORM PANEL I j INTO P AND WOOD STRUCTURE'S , > - EXCSnN6 POilRL-0 I i, �CONCNETE OR ,-,1j4•P TAPCON __ CONCRETE BLOCK ANCHOR 0 12" 0-C. �1' REQUNLEU. -- ., 1 � �_ r" .- ... _ /fox`" HEX HEAD TE% WOOD NEA_OE.R i :!I 7• ' __ �Itz!' HEX WAD 7E54 1/4.0 IAPOON '' - ANCHOR 6 72' 0 D '� SCREW 4,)/4• FROM REQUIRED - ,,. SCREW 0 WA' FROM 3h' _• ...- EDGE OF ) -'. f II„ ._...{7 )) EDGE OF 7 9 ,-I _ i i 't7 }$ �✓' D i Nin. `_ €; I. t' a i - ss. rIw/L. 1a H i 7!2" -, _ I i AT 1 + V'm. 1 t+apFPbfiawwl P. � i , 3 tE"R k I" W' ETISflNG 11 TOP GLAS,•i I E'.xi59iMC }F" -SEPARANOW -- ) 3/16'A 4 nLUMrriuM GI1SS' 11 'I uMINUM POP LVs5�1 TO GLASS- PDT' ll 1 'S j ) RNV - R 1 . -! 1 RIVE1. _,1. W-a_ -- _ n ��< T 6a - r 4 I I S.'S FA#r5 M MAX. i _ _T _ .. .. .. _) PANEL 4ENGTN ♦ ri/9 b x u _..' _ _ _ _... -_ . I PANEL LENGTH Ar FA Oraew R -tF­ B B 7 n S-SEPAFATIDI-3 I ��7-.„} : N I• Min. j _-1/a'R-20z2' R TO GLASS. I I - 1 7 i ` TNUMB9CREW 1, OSo. llt�-?4PMs:. R I 1 __I/44'a-20a2" BF -C 1i ! p 11 '�' THUMBSCREW B I d N G ro ✓, /f / i 71 1 _ E ID 1 : k t �" I- c ivi nµ .I ._ L7 m" -.';h%",' f/4"P 1'APCON ANCHOR 4..- la 72" O.C. LANGUOR 0 712 0 C o•f ° EXISTING POURED 't^.. ) q 2"z4' WOOD •C2}NERETs OR 14ATE. y : ^ . ' CONCRETE BLOCK - , -. - _ ,,.4!, ._ RCOIHREO REQUIRED: WALL 1OUKINQ WALL MQUIRING SECMON EZI RHAM U1 W SCALE 3/8=1" SCALE 3/8=1- {iYr, t' I (i ;jy ,Nl3iTd!lrl/�'N{ � J 4s GEMSe ' FLORIDA BUILDING CODE Hon High Velocity No [Q.F,e 2ono) y- - - NOT€5' MiN, PANEL I0.441 x�-.-- � ,s. I. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN $HALT BE 2'-6" * _• * ; Tv' a 24 GAGE GALVANIZED STEEL STORM PANE, e.,- PRMURE RATING t,/- 40.0 p.5,V AND W-0` MAX s. ,,, STATE to �^-x 1r,Is>/mxo PANEL LENGTH,,!- _."'A� - -' � GLOBAL PROTECTION PRDIIllCTS• LLC. a,re. <. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �r C3,{. '`L C)¢'i5i) 'YJP/Z.l,.D nwTp rr a SM9 aw coNPA-NY <Bo] s,r s1 Tr .'N 4L 9a. WddM 9y-.q1g. n. y,9y WV4, Kv .73114 f" 20-175 MEMBERS TO BE SOUTHERN PINE No 2, Wf SPECIFIC ..... ' �� t ,w,,: ems) .4N 0KN.1 ,V1 P.rm4 (va.) -->a.s FAIL Uf-IEaa-ass, $1 L -°°' DENSITY OF 0,55 OR EQUAL b 4N.., ,,..,,u, wt ,P.. 1k !owl He, rlirlirlkiltt Y�Rr§... µj6�RA£U4E1^uA1T Nh,lk PL r aJr n.ru m i Uc. >c4 T SACM''a CY"'4 ALL AMERICAN SHUTERS AND GLASS 2 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ UNLIMITED WS TH D PANELSPAN. (PERP TO ) TOP MOUNT (DTYPE AsREQ 'b ) 5ETIP. TONS OPTIONAL 4'-20 STITCH BOLTS WITh WASHE0: WINGNUTS FASTENEDD OVER LAI'''- - N1)G5PAN {USE r P.PPROPRIATE SPAN TABLE) ,x 'p O i M � �' PLANVIEW `­`,� RU 156" w 2) Ill // 0 r 1 BOTTOM MOUNT \ i (CON PEAS C TYPE i R {l'O) R0:391" / �/ 0.375i' MAY BE Ai '�r, ,,,/f B. BOTTOM 1 VERTICAL MOUNT ELEVATION TYPICALER N A QN N:T a+ ELL14ThDN TOP IINT 21�1­[TOM ONT CO N N TYPE RE 'D) Q 0 i -0 gr 0 RucnOry (LOCATION MAY a/ARVg TOP NxiUNT CONN TYPE A5 R 'b EQ ) BOTTOM MOUNT (CONNJ ($PAN BELOW I TYPE AS REQO) OBSTRUCTION) I`A m i.s MAY BE FJtlTCHDASER EQUIRED, OPTIONALtC-205R'TCI PROVIDED THAT CONiNECTIONS AND ANCHORS.ARE U5E0 WHIG'M EATISFJ 6OLT9lNITH WASHEREC WINGNUTS FASTENED 7 SPANS ABOVE I BELOVl OBSTFIUCTIF3 ; - OVERLAPS 9 NV DSPAN APPRORRIATE SPAN TAE VERTICAL MOUNT ELEVATION NOTCHED PANELS 1 NITS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE 24 GAUGE PANELS . 1 U Si HM PI'll M M O. "I'll f------- -A',,",P 5 SL € OMCil 'IIVH2 WIND 2D 4 i[V NE l d S 71A4 FACIrI - E SEN kx ) P.24! M' x N7U RESIGN ALLDWABIS I e751AL.11ON31ES5 I--ILATIONSGREATER i PR F R E59U f P 1 S AN e ( AI 1 30 n RN ABOVE BADE iN 30' A 1 AN BOV£UR EE A P SF I t r / 1 !, z4 D 6176 in I i 6 Y Un la1. so6'P 2I6e - l / 1BUOI.n a66 Pn - _ _ -_.._. ta7N_-_ - AS I i t L30a ... .G6I 4 1 2 1 G III f 5❑ T UlI LU 6 O6 {n la ltt _.. / 55 1 66rn 0 N.Dam -. i I 3:. tt Ia-. r 0 - _...,. R1 , .. _. ml rn __... _ ..,.._. _. 5 i- t t NUIt �FAN St..H L)L1L 5 L ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD 9 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE 'DADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERSS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS i`F" TRACR. STUDDED ANGLE. ETC.), USE 6.25' O,C, PANEL FASTENER SPACING TABLE VALUES FOR ALL't n- AND 7'-HEADERS (INCLUDING BUILD OUT CONDITIONS 3, LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 1. ENESPAN SCHEDULE E WITH POSITIVE DESIGN LOAD TO O ETER 1NE MINIM15, ALLOWABLE SEPARATION FROM THE OPENING TO $ PROTECTED .+ SenEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE Uzi, NEXT HIGHER A OD AND OUTSIDE T FOR INSTALLATIONS OUTSIDE OF THE HVHZ . . FOE OF ESSENTIAL S N N N T a A FACILITIES IN ASTM WIND ZONES 1 THROUGH _R . HE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING LS R IREb. w,❑ft FMNXNONARD9 PE t PEJ_.11, CA -1 }ter•"•" ._ ' MAXIMUM ALLOWABLE P FDrvI F N< TANI, DESIGN PRESSURES: 7 t 711D ? I� ' ,at ,, AS NOTED IN DESIGN SCHEDULES DESIGN NOTES: � a ap a POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED * X W P o E .Us SSY TE S 8 DETERMINED E FOR E wITH Thl 5 M HALL E DETERMI E PER RA SEPARATE ENGINEERING IN ACCORDANCE WITH THE r m 8I'P uG D i y� 4 i yy p GO ERNING CODE PRESSURE RE UIRE E SAS M M WITH 7 AND CHAP? _� m � ii w FLORIDAONCE 1609 OF E' 1SO9 OF THE FLRIOA BUILbdNG CODE SHALL BE LE 55 THAN H ;"S•W = � s U" HCHC¢¢ OR EgVALTO THE PQSInIS]ti NEGATIVEpESIGN PRESSURE CAPAClTs°VALUES W5TED HEREIN. FOR ANY MELY AS SHOWN: A E,, F Offi355 I m e _GENERAL NOTES: 3 i THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN .w � NOCORDANCEWIMITHEREEIUIREMENT5 OF THE FLORIDA BUILDING CODE iEVENrH EDITtary {2gPP6633 HIR LSE INSIDE ,NO OUTSIDE.,THE HVHZ, PER i,i.: �W 0 'r FASWOl"302AND 303 TEST PROTOCO IS, CONTRACTOR SHALL INVESTIGATE NND CONFORM TO ALL LOCAL BUILDDJG CODE AMENDMENTS WHICH MAY - EA 1PPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE 4DDMONAL STFE-SPECIFIC SEALED ENGINEERING. NO 33 113^m INCREASE 114 ALLOWABLE STRESS HAS BEEN USEDIN THE kSIGN OFTHIS SYSTEM, I. THEARHITECT/ENGINEEROF RECORD FOR THE PROJECT "UPERSTRUCTa RE M/I nil WHICH THIS DESIGN 15USED SHALL BE RESPONSIBLE Q9 - ORTHEINTEGR1WOFALL SUPPOR7INGSURFACESTOTHIS DESIGN WHICH t7 ,MALL BE COORDIIIATEU BY TH E PERMTTTING CONTPACTOR, I. SE"'ATE'SITESPECIFICS-o ENGINEERINGSHAL`8eBEQUIREDnI IRDERTO DEVIATE LOADS D EFLEC'not15. OR SPANS CO rRpDiff Q P WgN IERFIN.CONTACTTHIS EfIGIlIEE� FORALTERPIATE SPAT)CALCUL NS AS , 1AY EE REQUIRED THE 6YSTENr DETAILED HEREIN IS GtHIA All. NOT VIDE n I EC D.ES TPRSI E VC ATIT, NS ASP LED 4 RE N FOR 5RE'I) a GINEEs DIFFERENT FROM 'HE CONDITIONS DETAILED HEREIN', A LICENSED ENGINEER OR REGISTERED �'ee11 m N W '.''2 m j-i 1. H c, 8 ✓ iRCHTT SHALL PR EPARE SITE SPECIFIC DOCUMERTS FOR USE IN :DNIUNCtIOrI CfITH THIS DOCUMENr I-' s n ty. i; �' RE ON MAXIMUM TESTED DESIGES o >< ', ,BASED DRriPE4BA zOIED HEREINC � 1: ALL AS IE; T09F X "' OR GR TER AEGRAD 5 UNLESS MOM I5 {{ E c L C -. EIp SS T p >TH ERi F FASTEN 7 BHA LEE ADM UM PlA FDOR ERW'BE i� 4 Y a. ,•� a Vr 7"H 'ORROSION RE31$TANT MATERIAL ANO Sh1ALL GOMPLY WITH $PECIFtGNT1ON6. 'DR Z `� ALUMa,UM$7-LIRES" SECr10N 1.30Y THE ALUI1nNUl, ASeOC7ATI0N; NC. aANYAPPUCASLE PEDERA4 STgT€, ANDjOR LOCAL CODES . ''" Q I AULSTORM PANeL5 SHALL BE 4GR F.l=..D24' a BTE L r•"1 i N P iJE 6 L J DI T A AE53 I A N STGR A LS HALL COIF M D $Tt1 STRUCTLRALpJ. V .II in GALVAt SS40. COATING WITH A r"'N161 UN H =46 Y G' LL U RLL ALU MINUM EXTRUSION55HALL BE 6Us9_T6 ALL HIN MALLOY, X IN ES NOTE. OTH ERWISE. Kc Y. TOP & 91 IT DETAILS SHOWN MAY BE ENTERCHANGED AS ­U. 'ON➢ITIDNS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR J iORI,2.,_ C N CRET A APPLICABLE. 0 CRACKED ANCHOR. ION -CRACKED CONCRETE ONLY, INSTALL ALL CONCRETE ANCHORS TIER CONCRETE NOTED STALL LL CONCRETE J a. , ,, ,,, -_ _ FAB I TEO SYST ERECTION, &CONSTRUCRGN PRACTICES EYO_ND t R CA N, EM I a CO R THA EACH IS CALL® FOR BY LOCAL, STATE, A FEDERAL CODES &FROM OEVIAnONs OF THIS PLAN. IS EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATION5 OR AFFSRMA-1 SARE I NTEN.M. 13. ALTERATIONS AO.IRD,NE OR OTHER MARKINGS TO THIS DOCIMEI( ARE II PERMITTEb AN D INVALIDATE THIS CERTIFICATION. 17. PANELS SHALL BE PERMANENTLY LABELEDWITH A MINIMUM OF (1) LABEL PER EVERV 3 D FEET CONTAINIMGTHE FOLLOL'4INGINFORMATIO,J: ]RIBA PRODUCT APPROVAL NUM DER -1 vrrwn rlwr4xA-x, 2D'31543 VISIT ECALC.IDI31543 [so $r�.. ! FRS= N GA1TI C P.- f Mgr -lrlE$nMOEYP-GOWA•'fDRE . ET-(ixu,rmrfALP ,-I-A RE> ol- MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT P �P �A 2A 04 1, iS € A t2 •H• Hendn, Cr 0" T dT - e 27 25 O' ZA" 3Y 26' BmdnW " ' a "U Han de 0" G- O` 221 21" W2"' 24" UP 24- 23- 26' z s v .z6 H ae o" tY 'T -4" z 2 r , " , za- 3 2 58 StuA 4I,aw 23 3' 23" It- 30" Sr11' 30` FT 30' 11 :rl' O t Bul{da FT risk. 4" 34 2 4 3O" 4a Sr5' 24 48` 24.. 40' 3O' S3" F'7rASX .S M 29' 3t SO' S2" 30` Sa' 25' SIP 31 55" a O II Surd. MI4 Mount 22" 22 22` tr �D` 30' ii 2Y .2' "5' _ fl 3 Y" t WWI DR4rx un Y _4 24' Z4" 3rP` 49" 50" 29" AS 24' 44' 30' B3°' b U Hna er o D 0" rr 23' z 4" 2_ 22" 24' Q' 24" 2 3" 2e" m 'F" A IA Trash 24' h` _4 4" 3O" da' FA` 29' 48' 24'• 48" 30' $3" ' -R Sled will Meow,tn 2 3 23' 2D` it fir' 91 1 }. ,'T. 3T 11' 35 ' t' T e 5a °u5" i 37 Sa" +I LTT r BS Pear tit 1eE'S N +G BE W 11fla 1-1 -FBOVT RE NDr alFH Eli (�',�y�Ti i R69M.ALAvi tti Ir- NFU t4riEH.Pr4.IFL 1RNG2H,„ybp;t sP ❑1AN T»4F rtl.iX4'9r WN 2. HO S,R -0.11 Ak P,`nVI.UtAFI. CUME.N . ".,1 F. 3. LU6tIFE5 Ott N I! ]Ll"' MOVN� tl A, p WI Ak 5➢ E U), V 1 1, D❑T -Y. r Ina. an Nt'rM kS MAI. YPA F I VREO 'Tin UR❑ . MD KK SN40t f M WEGI.. E`d SE . ,L t eE U T .1.,1 41, VIi NA DFI 0 AOke cal, ,ES m e am 29 +varM un weal+DVT sm r 9.rL=�I aria _ova PNIEu, a emw wr-,, aawE. "A, ui,,i 12.3' � 5il ' M NFS PA i5 1 C r D`-{- 0^+C,L3UnE5 wR. J lit, , THE � ecTT m Q :AEaU YC rIPR PE Atli LS]nG, NrM vr[*l.,G� �9r. as r+uN=`,. .i'Fa£S�bWVR!Ywi I r OPTIONAL INTERIOR FASTENING DETAJL N,Ts, in R' G' 5 afi3, of $o 0-1 Z � = 8� - a ?; 0 Z . 0 , .' Pr u Jar •2 Ii IF 1 ua: RW' "-.I.. C.: I-� 3. a AD A6_Nr PANEL LU < Y.M' I4 L IAhYrati FK% ^.. PE SC Rw MC t .1z I u1+N1 D AS fP ^ 44SAGNLiT .rN wan, T-1 E Q ip 11 " BI m P, .& 1ng `- tl 1 MAC'.riNF 5ci;E - swet+eo w R E 1W .V1 'wLr Ch JY d I Y' O r 9 ., Islx. TD [':CNNE RBDTr4M MDVt;? F e1,.,r,IStDNraP".1"' PPYEI.r :.-'pi 5 S �-I OprnN M[,:,lil E $ " oIII rvn as Rf0 m ,gg 5•" gg T Fe .11 4Gix_ g555 R3 uNN 'vff AE• b 2 ? l0:j t' { PACP,E M irtI Srµ, ft1xL: E'E UI1 - SPh?r G iN.. .. f 1A,DPu1 11.1-- w,I-PI-Mc vn -Tame: P -, eL-11.rPw *O v tf!RNPI.�NMG' PE 20-31543 P fk445:IANEt, NAL EGRESS PANEL DETAIL E A INTEEi7i3R_FASTENTNG CO 'O d ,"2-r O U C. n O = O V M " 'O m TC _N C I.L M- . -9 t N d O fp �y W Y m CL r. ILI Ham"+ C = w Q dl - rz 3 3 M .2 u m W % -. I= .- 71 Vf O. - = E Cc O d Cj O w CRANK O M KIRDD PC PEB 5519 L,TBS ,,E, . Z,250".. 2.990" 2250""j 7 7 ,A 4, „� - F. D,094"-~0050" I - ." uu x ^ ` 2,Z5D.094" 0..094" 6:750" 11 I � 1. M Lri" D.c' ,-0 625' CA 25 V $ t�j 64A" .12D'- TYP, v TYPO Sg S -I M Ex I -03 " ' 4 094' ry 06Z". -T-I � .094" `{. o g . m i"i Dvz, S -I y - . FL 0.062" 'LJ : L 930° 1 93D" S__!� T-D 12 N a.375 �J S D.D52 r D62" k�'- arJDo ,r. 0 D6Z YP. `I. 1 •. z, 2.❑Do Aid" Z.D06 ::cw �'2 C20 = 7 C7 ANGLE. U-PANCLOSURE : :SnHI AfJOLE d =• 1 ' >1 1 80' L:t IN ^ 'H` HEADER " 9UIL0 HEAR_ ' a 4 �L;121W HEADF� �)-- Q,y- ter .5�"eC g �.�- -1.380"MAX. 0.313" , 1 {g" I,3i ,,. d O t} b.D.>f� C" 510" 5 1 6 " R � 03 S' 4 " 0�'1� D.7 5" 655"' : 0.550" 'li`265 ' .OD7 a L s° a 1 s 7 O.19D" $ "4 � ^N ak I.� I_ 12.SD0" PANEL COVERAGE - L 1 -III�.II��r I�'I{�r �w _ 1437S"PANELLENGTH � � e �911111 D;050" i p. , D 0O2nGA, PANEL DIRECTION2- ^_ {fry01090" D DOD' �- MAY BE G.DaS" O 7 D256 " 0.3DS-I- t-JI h ,I"Oe': G9S'-1'I'°' ,I1 RD 133, to TYP TYP. 9U110-d1T Y 7RAGt 'F" 1RACX T P_t Wes, 1 W'1WTT 0r�,957" C 3 ALL -V faoBBA wR _-11:313" (D 0376"''{ 0,$5655" 0 k'__e. 11e.-1V,ck i 0. ,Pit III`- Z <f,.Jr1. ly: - -. rrr0 � a... Q , YfT vt _ `- �IIFIIrr'..,I LEG A al R I T II nAV lit y I ro _.+w ua', ': _tLc1I I--3.006".�B� O,i2$ [9" a.m. �''` REJERSED 6 I�ILI,I, ��' chi Iry . a:'LL I. "F'.ANGE %kcK. tEXTEXDED1 < S N LT . 'tR.+. Hr': YJ:i S. �" 5 'r 10<30" v O"I3 Y C. 4ATOR = S r,N [Iw1 11. u.!111 Ih H� - OU'ERLgP R:Th":[av N❑ - 25" Y. MA g$ .� 1. .''fir... d' 4 M1 [ lE 0 RE OETAT J LJ 7 D RCL 9t1, L :' Ax Rr ra j. tin 0.186 }� r`; ;,'_ > 1..._ RETB , > .� .. r �.25" MAX. � � 'C. '' MAX L l r .:.-, r-I o �x_ PN.-1B-C - _ _ CC 9 „N,.r .".,r��t..nF H.1 Yr el oar - r LLl O '. n BUILD-011T ... n• rJ , .r -nc lm d •D dr."."m•r D TRNCE r :1 T F , 1� n 1 [11 t DHIIPr IlrlrHl NI M IN c.. N,I,A. r. "I - ,-,.n S:OOD" J Q +n 1,,,w-ra,. , W 0^ - to lCl.e ar .t n�i i. r:La EMBED d 1.GOD°i'1 '! _ •• _.xv - _r .h P ,::A 1:F,-EEnt, YrECt rux r, 5 PI OVERLAP Us rw. 3820"-1 yp i¢ t I 4 - ',': T:. M.[kX. wlIl.0 r)rinn S.SOD" RR!, F ',25"M11Ax HT6 MIN Lt ant. 1 L LaIRgg 1MIN .es Eel i ' 1 L 14' MIAX. MIN I_ ka !'111I t000 Ie"I x ,il"'! "r,., v r - lY s� q2 E I R WIRER CLOSURE QUAIL „IN . _ ,1111.1�.' -' I 17 rP111 T .v u.w' ENIBED" i V - u^ A T INRMDUtIF CLOSURE DETAIL 0 . R.a..v u I a IF urs ANCHOR SPACING SCHEDULE: 24 GAUGE PANEL'. PANEL FASTENERS@ 12. 5" O.C. i-j®DAM®M . .1 mmmm� em • FM®�1MMNI® .. , IN - °° '®' IMMM®' EM11EIIII • ME �� - =0 R�R�ES'��° RR�RR,����P�MR 0 10131930M®EMI = 03811 Effiffiffi®' �- tt� _ .ice ! sly.. ®®ff MMMN�•MM�® 3 ®6a�'a�IN EMEM®!!1p® rpm M 4a�®tSII. ��09/10 �/%//%/�/%/////a///////,////%////% Wollllllllllllwlllll�IIIPIIIIF�-IIIIVOII,rlllffollllll;wlllvloz�11111�IlInyll'I �, , ,/,', ° /%/%///0001-INN/In ��` 7/0 _ �O/i/,I MMX/�i',�//// y�R��"N/i./,y�1/r��. p�{,,�������////a %//. /5 �M. 00/101/� �Mwellf0///f/• Mal//!//�1///�/� �Y'LET ra�G�it6�'��'/�/��J�//�///�/AaWI"a l•St�adJi+//Lf %�/�M® fflsffl�mm IENIM 1 M ' VW9=I3NF=®IIZIII a M®M! �� ® IMINIGIMMINAME� Im •• MERIEN= ®�Ew M, D 'Ora - N-RESIGN ANCHOR PRESSURE TYPE PB !dP .,I -III 1. (,,-,I, SPIW 11P I1`11' a NTIP IN MLIli CONN TYPE[ Cl . C3 C4 CONN TYPE CY Cz C3 C4 CONN-TYPE C1 C2 C -C4 V'I" xT' EMBED23 Ar,1-1. 41 r� 4B kip Mnulua E2 rz LZS 0 16044 molt 109' 125, 16,01, 16.01, 7.51, 125 16 D' 1'.A 67' 1 51 150' 6D EB 125. 1fi0 LED 61 12.5' -a- 4e e.Dl' 125 1. 0 160" 75 LIS 160 147 5.11 125 150147 0' iZ6 ZS 1 6,D 16e SE0'14 64 60'125 125 160 160 14.7 ba 14,2 60 12S LZ51 1 1476.❑' s❑ 16 14T 0" a 6 <11 r 1 Z• LY•IDII" V 33 WOODSCREW 4 1 P01M �My .y 4B yi+.NNi4H1+!1.k.1^- 3Z 72 33 TAPCWP'CFA6' d1 40 52 2E LZS 16.0'160 50.1'125 140 12.1 0 SZ,i 16 D`10 S' 62" 125 160141 01" SZS 160'1. 9. 56 7 12. S' ib D' 9.7" 5b" L2,5 L1 S L S 1 S 2 160" 110 Yfi. O" Y Y 1fi0" 96 lu O" 16 0'WA 701 8 4" 56112S 125 12.5 12 S 160' 6.D' i40 1 0 9',fi 56" a.8 5 B. 9.6 66' 11"5' 12,5 is 5 12.5 12.5 160 9. 56"- B" 5 D &5" S 6" D 96. 56" lb ib 0 ]0.1". L25 164"133" 1k5 164 9.2 9.L' 12.4 Y2: S 16.0 1 60 V, -51 160111L,4" 126 1601 12 5 L2 $1 1-.0" ia. 3" Y6:." 91 12 5 las 1 0 160 9:1 9`. L' 12,5 z 1Z S iF6 0 y.l" Uix 10'i'6' reED 7/ �! 23 II •I1UP NTt ,1' 41 A I M L400DB 6NBIC 4 u a 52 22 L2 5 15,0' 8161 7.3". 12 5 SS 3" 6:0' S1' 12,9 12.9S3" 4:5." 2 S 1E0" TD i.9" 125 135" a .d 41" 625 124 e" 1" 4 LI S .4" 69 5 5.0" 6. 5 2 123' 47 4X 6.25 123 47" 4.0" L S 1 d " 5 1.2 s 4a " 6 2$ 1Z 3' 4a ' D' 5 25 Z 3 9.❑" 4'r n25 23" 17" 4.a" 6,z5 12 I" 'o- 40" 8.2] ANCHORN : NOTES: O S 1 ANCHORSCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUTO LY PROVIDES B MAXIMUM ALLOWABLE ANCHOR PACING, MAXIMUM ALLOWABLE SPANS D P E55URFS INDIC ATED ZSPAN SCHEDULE SCHEDULE 2 ENTER ANCHOR SCHEDULE RASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN ORE UAL TO NEGATIVE DESIGN LOAD ON SHUTTER. AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAMSELECI CONNECTION TYPE BASED ON APPBOPRLUE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE . 3. "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION 4Vf7H ALL HAUNTING EXTRUSIONS C. "-TRACK S - D FASTENER E AL TUODE ANGLE ETC USE fLD O.0 PANELSPACING TABLE VAIN F00. ) ALL "H"- AND 'U° HEADERS (INCLUDING BUTLDOUT'CONDITIONS) 4. ANCHORS SHALL HE IN57ALLEDIN-ACCDROANCE WITH MANUFACTURERS' RECDMMENDATIDNS.. 5, HOLLOW BLOCK HOST STRUCTVRE SHALL CONFORM TO ASTM C90 BLOCK• e. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUC FOAM BR OO. U MCO, BRICK, O OTHER WALL FINISHES WALL FINISHES SHALL BE L[MIT7=L]YD L(4 MA.K'I]R SHALL BE jIEP.IFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE a: CONCRETE ANCHORS NOTED H E EIN SHALL BE EMBEDDED 10 UN -CRACKED CO EN ONLY, 9:. WHERE EXISTING STRUCTURE 45 N'flOD FRAMING,EXISTING CONDITIONS MAY VARY, VERIFY THAT FASTENERS ARE INTOAGE UATE WOOD FRAMING MEMBERS, N L WOOD FASTENING E M NOT - Q C TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE:, 10: WHERE ANCHORS FASTEN TO NARROW FACE OF MUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4' (MIN.) WOOD STUD (Ia" EDGE DISTANCE IS ACCEPTABLE FOR WOAD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G=0:55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR. HEX HEAD, IL REMOVABLE ANCHORS ARE. OEWALT PANELMATE, ALL -POINTS SOLID -SET & BRASS BUSHING L2. MACHINES- V SHALL H MINIMUMENGAGEMENT :R l-RE 75 5 ALL AVE lj2" MINI U OF THREADS DS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U-N:O, 13. MINIMUM EMBEDMENT,AND EDGE DISTANCEE(CLU DES STUCCO OR OTHER WALL FINISHES. 14, ® DESIGNATES ANCHOR C LINDTTIONS iWHICEI ARE NOT ACCEPTABLE USES. L'S- 2)_' DIRECT MOUNTING OONDITION5- 1E. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCPiOR SCHEDULES LISTED ON THIS SHEET. H +•+ Q) N cn L- Cu N 71" U N L- 0-0 -0 O C '� M U -0 6 0- � = -= VJ ja S_- O Q -9 a) O LJ._ '' ^^ -6­0Q� I- F- -0 .- VJ 4 Z Z W J Cn -4-# (a)a) = W -+-.a +-.a U)) v / =:3 O i- C/) [0 ifs W -1,-O U C =3 O L- a- (.)W Cl)L. ) - V L W LLI C G Z Z Z Q J 0- SHEET NO. SH 1.5_