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Home My WebLink About36461 Well Hill WayV ) ) AB or A.B. Anchor Bolt ABV or Abv. Above AC or A/C Air -Conditioner ADJ orADJ. Adjustable AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit ALT or ALT. Alternate BC Base Cabinet BF Bifold Door BK SH or Bk Sh BookShelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam BOT or Bot, Bottom BP or B.P. Bypass (door) BRG or BRG. Bearing C Carpet CAB Cabinet CIR or Cir. Circle CJ or C/J Control Joint CLG or Clg. Ceiling CMU Concrete Masonry Unit COFF or Coff. Coffered or Tray Ceiling COL or Col. Column COMM or Comm. Community COMP or Comp. Compressor CONNorCONN. Connection CONTorCont. Continuous CSMT Casement CT or C.T. Ceramic Tile D or D. Dryer DB Door Bell DBL or Dbl. Double DCF Decorative Cementitious Finish DEC or Dec. Decorative DED or Ded. Dedicated (outlet) DIA or Dia. Diameter DISP or Disp. Disposal DIST or Dist. Distance DMF Decorative Masonry Finish DS or D.S. Drawer Stack DTL Detail DV or D.V. Dryer Vent DVP or D.V.P. DiverterValve (plumbing) DW or D.W. Dishwasher EA or Ea. Each ELEC or Elec. Electrical ELEV or Elev. Elevation EQ Equal EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext. Exterior FBC Florida Building Code FDN or Fdn. Foundation FFB Finsh Floor Break FG Fiberglass (Shower Pan) FIN Finished FIN FLR or FF or Fin. Fir. Finished Floor ABBREVIATIONS FIX or FXD Fixed FLR or Fir. Floor FLR SYS or Flr Sys Floor System FOM or F.O.M. Face Of Masonry FP or F.P. Fireplace FR DR French Door FRT Front FT or Ft. Foot/ Feet FTG or Ftg. Footing FXD GL Fixed Glass GALV or Galy. Galvanized GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter GT or G.T. Girder Truss GYP BD or Gyp. Bd, Gypsum Board HB Hose Bibb HC Hollow Core HDR or Hdr. Header HGT or Hgt. Height HH or H.H. Hand Held (plumbing faucet) HORIZ Horizontal HIS Hard Surface (flooring) ILO In Lieu Of INSUL or Insul. Insulation INT or Int. Interior KIWALL or KIWall Kneewall KS or K.S. Knee Space LAUN or Laun. Laundry LAV or Lay. Lavatory LF or L.F. Linear Ft. LL Lintel Length LT Laundry Tub MAS or Mas. Masonry MAX or Max Maximum MC Medicine Cabinet MFR or Mfr. Manufacturer MGT Management (room) MIN or Min Minimum MIR or Mir. Mirror ML or M.L. Microlam MONO or Mono Monolithic MW or MICRO or Micro. Microwave NTS or N.T.S. Not to Scale OE or O.E. Owner's Entry OPNG or Opn'g. Opening OPT or Opt. Optional PC Pull Chain PED or Ped. Pedestal PH Phone PKT or Pkt. Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit. Ht. Plate Height PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire PWDR or Pwd. Powder Room RA or R/A or R.A. Return Air RAD or Rad. Radius RAG or Rag. Return Air Grill REC or Rec. Recessed RECEPT Receptacle REF or Ref. Refrigerator REINF Reinforcing REQD or Req'd. Required RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening RS, R/S, R/SH or R&S Rod and Shelf SC Solid Core SD or SD. Smoke Detector SGD Sliding Glass Door SH or Sh. Shelves SHT Sheet SHWR or Shwr. Shower SL or S.L. Side Lights SPECS or SPECS. Specifications SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) SQ or Sq. Square STO Storage SW or S.W. Shear Wall SYP or S.Y.P. Southern Yellow Pine TB Towel Bar TEMP or Temp. Tempered THIKN or Thik'n. Thicken TOB or T.O.B. Top of Block TOM or T.O.M. Top of Masonry TOP or T.O.P. Top of Plate TP Toilet Paper Holder TR Towel Ring TRANS WDW or Trans. Transom Window TYP or Typ. Typical UC or u.c. Under Counter UCL Under Cabinet Lighting LINO or U.N.O. Unless Noted Otherwise V or v. Valve (shower or tub/shower) VB Vanity Base VERTorVert. Vertical VL or V.L. Versalam VTR or VTE Vent through Roof / Exterior W or w Washer W/ or w/ With WA or W.A. Wedge Anchor WC or W/C or W.C. Water Closet (toilet) WD or Wd Wood WDW HDR or WDW. HDR. Window Header WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W. M. Wall Mounted (plumbing fixture) WP Water Proof(ing) WS Water Softener WWF Welded Wire Fabric (Mesh) REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 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 UPDATES 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 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES IMEAN ROOF 30 FT. HIGH TYPICAL I 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 IBM 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. ewJ N O � � o a CD W O = R V CV s y <6 O L m E c ci ycc iv ai Co o . u aI d C G9 cc: •� T � E ea � •�» Fes. ,...., /° .9 • •\i64 a • ep � 755< 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. Nf W d E MCR o ,2 °' (0 y0y 7 en � i` h t? J a �Mv 23 u- ,n _J - 5 pW Z ( •C r o �$ O �'co C)W co T . mCO L r- Z '0 N co Z ¢ I- Z N OU U o W ❑❑ V M f Z N (7 � O Z � N J J N 0 LLI O N U ol....... zI� =_ _ 8all U=J: r ai U o c (j) ID _0 o Z< w M J z Z ce E E zo Z� o V uj z o a �ti no Cc) o <zo < 0w�z�amr M p� C)o moao oLL a awZ1 onW oz <=Wzw- Z = o H ;o v 0Ia y O J >Lo o c� M 07 U) m N ~ _ LO O CO N `� �—. Q N T LCD � E z y M ` M ;� `r' ci E T_ - CU 11 E U J Q J JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. C S d r r VARIES PER FLR. PLAN 0 Fo O. BATH 0 M A O. BATH BATHROOM 2 KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW Mil RROR l DOUBLE SHWR. SHWR. VARIES CURTAIN HEAD RODS �--,I�- ROD I I Q SINGLE 24" TOWEL BAR TOWEL BAR IN ROD w ON WALL ABOVE TUB OR SHWREL . w 1J TOILET TOWEL BAR - a ON BATHROOM WALL MEDICINE o SHWR, o ul BO „ VALVES w o CABINET IK TOILET SOAP 0 r PAPER D o DISH U N I HOLDER Q in v O z 02 v v o M �M <")co J TUB BATHROOMS, SHOWERS AND TUBS TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 CABINETS - w H SIN in O 2x T rn ih C? Zo FRAMING o 1/2" GYP BOARD f ^ 0 N CLOSETS / LAUNDRY SHELVING - vvISLAND COUNTER CABINET BLOCKING 1'-4"X1'-4" "L" SHAPE CMU COLUMN • ------------ow- _ LANAI I' T 8'-8" FLAT CLG. A.F.F. 00 0 9 -$ 10 -4 5'-0" q `D d TYP. @ AC PAD oo rO I I O I I S6 2-STORY O HB I 6068 SGD I 35 SH -I ! i ALT ---� ; I - - B K AC PAD I I r I I I i - - TILE - DINING 8'-$" FLAT CLG. _ CARPET LO - i I -- N - _- BF J -Lo S6 �I I TYP. @ N --3 '-0' -- 616 o I 60 2-STORY I - - L T - - w 1 !a I � I Ia 11" - GREAT RM Z -Q i ` 1 0 _ I - 8'-8" FLAT CLG. - Z a I CARPET -- __ _ I I T..._'U) M I s I I 8' PLAT, CL -; I' TILE UJ 7�5 PLUMBING LINE-� -- r „ _--a 1 - ,.0 � 8'-4" 2'-4" 4'-4" o TO SECOND FLOOR I gLIL - I L? (3) 2x4 #2 SPF STUDS W/ 1/2 WALL A O (3) OR RAILING LO -__ c - I I 16d NAILS AT PER SPECS N C-. BASE _ FLOOR G.T. - T F It OACf) M imi _ 26G8 Z- co i I P c- i � i ce- I BF I I I I I I I I I I II I I I I I L - p $. -$ FLATCLG' _-- ofl _: I - I I I I II I I ► I OPEN - S3 TILE,I116 115 I 11 2 l i 13 18 11 116 15 I 13 12 I TO ABV. (3)2x442 SPFi - ST�JDS V1//FUSP r -- SHEAR WALL E t FLOOR G.T. GE OF SLAB 2" I- w - W.H. BEYOND WALL HZ BASE_ w 6'-4" 4'-5" 7 -3" 7 0" -- 2 O� Q BUILDER TO PROVIDE Q �QYIE� _ W 1= w - APPLIANCE PROTECTION S4 C - CL $ 8 LAT w 00 WHEZN REQUIRED PER FBC H1 S3 O TILE - O z W/ USP L TA18 STRAPS rt 3 -- �= a (CENTERED) U Q WALL TO EACH SIDE OF FLOOR TRUSS O = oo I I S6 -I U ABOVE 16" O.C. m o I I TYP. @ 2-STORY - U W � GARAGE LL = w - - w 8'-8" FLAT CLG. A.F.F. (n COIL z_ O 0: - N c� > I I ENTRY 50 oo ~O Q W I - 8'-8" FLAT CLG I I Z u - AFF I I A-------------------------------- II TYP. @ o - SINGLE I FLOOR G.T. I -------- STORY - - - - - - -------- --: j 8"x16" CMU COLUMN j -- N - I W/ 6"x12" ABOVE I I 12"x12" CMU w/ (4) K INTERGRATED INTO #5 VERTICAL o Hg _- j S4 TYP. WALL W/ (2) #5 -- -- i GARA VERTICAL I M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II�T 16070 O(VE�RH�EAD DOOR OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 G� SEE SIN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X374 S.H. 14 20X501 182X50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. i H3 27 1/4 X 38' 26 x 37 S.H. 1 H4 27 4 X 50' 26 x 50 S.H. iH5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 e 36 2 X 37 3/4 S.H. 24 374X508 362X50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 361 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 5212 X 25 2 S.H. 33 54 X 38 a 52 2 X 37 a S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 5212 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/ 112" 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: %"=1'-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 classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling 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 Except FBCR G2408.2. per fir. above t where b p ep appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING SECOND LIVING 728 S.F. 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED N C3 o >Cz W a� o cc on >>e .r c La. - in W o VIA N d C Q � N .� d as d� J N a C `C, 0 ,EA�4�18��! S10,ef®p � 'k ♦r r` r 1 �F/ rr. Pf 01 � as m 1147) FLO�e 4 "• j L i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. h o ° V N v O N N 6a # C :3� cg2_55 N u. M to cn Ir r• D u- w v °L a It cNo a- a z C103a LL Z _a o0 Z L @__ 0 o w � N (D m Lu J Q W m rn ¢ m w Z L L L 0 N Z Cl)L0 a N U (n F .. Q O U ❑�❑ yZ L W M Z N th O O Z N Q) z o � ¢ �* J U N N M o zCz v 4. (0 Cn LLJ � m U 0 N N w o c U minLu J E z 8 zi n U o a c A ¢ o N �II� a w coZ M F SZ 2 Q __ALL z o >N Zz o Q- O � CU W F6� I-- ro O E p a� m g � 00 O `� <o tt ww a o� cn c <z mo o, M ° J to aw o zz O a o ¢ Z mw m wm 6 aT H ~ =3 o ;o =la d o > Lo O 0 N M ^ / T L0 T V y (tj U) m s N / > r' C 0) T Q a� r 00 M o W � M 4i LO Z z E r a `m a E 0 _J ¢ o JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. ■ O r 0 3/4" PLYWOOD DECKING FLOOR SYSTEM m •-IN r SIN r CONT. HANDRAIL RETURN TO AWALL DETAIL � i SCALE: NTS 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. 117571 14\GRASPABLE I 13 `� RAILING co I 12 � -- I � I it I \\ I 10\� 1 x TREAD I = I LOIC0 (TYP.) 9 1 oo STORAGE 8 I UNDER 7 STAIRS 6 \ 2x FRAMED 5�`� WALL 4 1x RISERS (TYP.) 3 2 2x FRAM(3) 2x12 WALL ED 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" = V-0" SEE PLAN FOR LANDING DEPTH L MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMIN( (2) 2x HDR. REQ'D @ EN[ LANDING FOI STRINGERS CONNECT TC 1 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 1 TYP. @ �D2 CORNERS 42" KNEE I I D2 WALL WITH SIM. W/ (1) MSTAM36 1 x8 CAP & STRAPS @ CASING M BASE 1 x8 CAP & CASING i" N TUB/ SHWR TILE TO 7' A.F.F. H1 j N O DRYER VENT THRU SIDE WALL- ) >J lX HANSON BOX N @ 36" A.F.F. r WIRE SHELF @ +54" A.F.F. v OWN TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE TECH CENTER 7'-9" j 15068 BF I D.-LAUN I 8�'0" FLAT CL( TILE 3'-11 ° �. 3'-1( W .AI 00 9'-54" N 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-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 9'4% 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- 1 0ED2 O J TYP. S6 nt n 25 bH OWNER'S SUITE 8'-0" FLAT CLG. CARPET 15'-8" BEDROOM 4 8'-0" FLAT CLG. ,-rn CARPET 1/2 WALL OR RAILING PER SPECS 5'-11">"�� 2668 11'-4" I N I N 5068 1 G.T. _ r _ 11'-6" - - - BF 2 11'-2" I BEDROOM 3 ;� BEDROOM 2 8'-0" FLAT CLG. I 8'-0" FLAT CLG. CARPET I CARPET EGRESS* EGRESS* I 25 SH 25 I I © I 9 22 39 H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 5-10" 5'-10 6-8" 6-8" 18'-8" 64" 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 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 e (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 011111=1 SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 (F +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X254 S.H. 13 20X38$ 18JX374 S.H. 14 20 X 50 5 18 1 X 50 S.H. 15 20 X 63 18 2' X 62 2 S.H. 16 20X72 18JX71 S.H. 1 H2 27 1/4 X 26 26 X 251 S.H. 1H3 271/4X38$ 26x374 S.H. 11114 274 X 50 a 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1116 2741X72 26X711/2 S.H. 22 374X26 36'X251/2 S.H. 23 37 4 X 38 a 36 z X 37 3/4 S.H. 24 374X50g 362X50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 37 4 X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52' X 251 S.H. 33 54 X 38 52 1 X 37 4 S.H. 54 X 50 $ 521 X 50 S.H. 35 54 X 63 52 � X 62 J S.H. 36 54 X 72 52 1 X 71 1 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 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL 117171,171111 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING RBLOWN- (INSTALLLL EA BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -B SCALE: y4"=V-0" 012 N 0 N � - o C2 a+ -c 9 W c (aWC� to .a CV g N O (g CIA Y 3: -S W d E to •Z' CD d U d c = E � ca I I I I c� cr 0O. - •� 4 C3 � ua r '°•. r'=-�Ofic"SS10 P�� aF, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a� v E 9 N M8N-� N O m 0 aw � N Q 0 co v 3 w a IL & J Z oa, Q o0 Z ° W JZ 0 � rn ¢ z Z LO IL o w N co O F 00 ❑❑❑ Z W M 'r N M o z � N z � � Q� J o_ N N z u- (V � U o � a w m p a U n: 11 0 N �N W o o w c� J aimW r- - E mi L N /=� V O= y c O o w M M h < Z 4 4 a p V w� wz Zo z® oa f- fu g 0 00 o E °¢ ao gZ aZ Z d ¢Q �w o z. m� z, Z R �Z U O W Z O W /> T ` �� aZ r m ¢ w >° M v d FI- 0 �Lo J C d' 6 CM Lo T �..� r � Y � r (n a N m = r%% '� N (0 r�- r- o I.i) T- Q d N r 6 T M CM o z co z E T- N LO m `m a E 0 ¢ o 30B NO: 23-06109 SCALE : AS NOTED SHEET NO. 1.2 I ) I "- F FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS from■ 2ND FIN 12 5.01 r __ - _T7 ___ __ __ __ __ __ I ---- —I ------------------; — —!— -- ---------- — o HDR. —-------------------------------- — — — — — -- TEXTURED U 00 CEMENTITIOUS Av- 00 FINISH ON- � CMU (TYP) N _ El El El E] El� �r (V FIN FLR 3068 FRONT ELEVATION- B SCALE: 1/4" = V-0" 9'-0" RIDGE VENT FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER I- T ❑ ❑ —' 12 T ❑ - SPECIFICATIONS 5.0�—❑❑.._ C, ❑❑�❑❑❑❑-Tom❑-❑�.=� ��J.❑T T 1 J } ---------------------------------------------------- EXTERIOR TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 1 RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS STUCCO TYP. RIGHT ELEVATION - B SCALE: 1 /4" = V-0" T 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 7116" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" Q.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 eh N 0 � W m � X vNs�c � 3 a> y c o �E �® ego a^� tJO �•• °.cam 0{[�q L td ju F L 0 � ,o !!! rT "111111111%,110,�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v I- E N6) N - t� ") C '5L� In N rnn- CD Q N Cn V #LL LL C JLu QLL� a _ w o Z 2� w� L C) o 02P- I U5 91m Z co m z° ILW Z N O U U O co W ID El z N M � O - N r) z �-1 ty (D o 4-1 cri w OL_U o to �N � �. U U_J J 8 = L c CO Y —o w M M J N z Q o ® m U Wo z oa 1— ra — 0 o E �¢ o� Z 13, <� <0 wZ W� cn c z a m o� o� go a oLL az yw pp ao m" o �-< =1 �� >0 M w< a � 0 0 LID O rn m ca M CO r °-� r U) 'm ,(V^ V / M c0 N LO r CO Q d r c0 W w M � co � d Z z E r a ry d E U J Q I' J JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. 2.1 , 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** 12 ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE FIBEREGLASS SHINLGE INSTALLED 5.0 TO BE USED. LIGHT FIXTURES SHOWN ARE FOR l '. -4' OFF RIDGE VENTr LOCATION PURPOSES. AS PER MANUFACTURER ter- n SPECIFICATIONS - - r - � �r �.. TJ i I I-, r Y i �_� —r Exterior Covering 5.0 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS HEEL HGT. - - - -� -r - r T.O.P. �- 7 — — —- - 12 TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 35-SH R---t--------------------------![--]- REAR ELEVATION - B SCALE: 1 /4" = 1'-0" 9'-0" RIDGE VENT 2'-0" 1 H3-SH -------------------------------------------------------+---FI TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION - B SCALE: 1/4" = 1'-0" 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 M A t� o ..a CD -U W i t c , M w N �+ CN � d •� E s c L., c CD y O.� ' c E � O~ '��• S ••• '•N If ^ �2� e U G OF T to A�aalllll�ol��e To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a E o N v, c 0)00 a .0 m Ro 0 d 3� rnI�- L # M V ik LL Q N J a J LL LL W li Y yo o m W(ng°_�' T. W LCo O N Z Q J Z N O U m W Z N M O 00 Zco Q J d U V) M Z a W � 4-1 � ,., OLL1 to �V) o w in U 6 w F— J E — O p V A, U o y c U) ¢ 0 N O M M J Z W Z Q LL- IZ E E 0 �o off >� © on H lB 0 00 o E co o aQ fu wo ww c <o z a U W� mo oZ z m J m F`a aw z Zo o� g az Z W T m w. �� <o oLL N _� �� r3 c0 E > Lo Oa) m m c9 � M T ^ T CrCcT 0- U) m —JM M N LO T <LO Cfl T CD � M M \ � o Z M Z E T E c .. U d p JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. 2.2 ,�■11�Wtl!!1■16■YI■iiuluu alw .. I . _� ; � � I 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. 150AI200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP! 200 AMP 10 #10 to WH 10 #8 to Range 10 #fi to HVAC METER MAOIN 150=2/0 200=4'10 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o 44 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 GENERAL ELECTRICAL NOTES. NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET I-G SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 0 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT —� FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) Pl3 PUSH BUTTON SWITCH (OPTIONAL) []D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TV TELEVISION (OPTIONAL) TV 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 1]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN L J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN w (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— H WZ �OW EVE O m DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— /> I I I I I AC PAD WID CFI I GFI DISC. I I R I A ❑, -- -- -- --iBR. K�' F . DINING 1 L1136T AS_PER SPECS 5'-0" to - - \ 1 LIGHT AS PER - SPECS I ` f PENDANT VLIGHT PER SPECS 0=11 _- �Q �F GREAT RM i , 12 GFII - I ROUGH -IN [r F o I U.C. OUTLET FOR OPT. (/ ' FAN/LIGHT GF ED l I I SWITCH FOR � OPT. CLG. FAN/ -i DISPOSAL `LIGHT PRE -WIRE GFII _ II �9 r i 3 / u r Iru1 A � I -k I qt., ----------------------------------------- GFI @ 44' W.H. A.F.F. J I Z W 0 Z I �Q a U _ ■ ` _ >- X GARAGE U LIGHT AS PER SPECS W - � w ,GARAGE GARAGE-0 / - DOOR _. - --GFI -------------- --- a I IRRIGATION GFI I I _ @ 44" A.F.F. I 1 _ I I -----------------------------718■ COACH LIGHTS OR PREWIRE AS ` PER SPECS -� �I WE 7 - U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN V1iP DI3 GFII I 1 II t I I I O II t I I I ENTRY I I I I I I r7:. _z--- if 11 11 ALT II j I AC PAD I j I� �I OPT. RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER GFI @ 44" A.F.F. 1--------------------� I I I I t I I I I I I I I I I I I I I I is -Of- \ I I j �i T KWIC I L------�— S.D. i� OPT. CLG. FAN I LIGHT PRE -WIRE BEDROOM 3 OWNER'S SUITE / OPT. CLG. FAN/ I / LIGHT PRE -WIRE 1� �1 I OPT. CLG. FAN/ LIGHT PRE -WIRE BEDROOM 2 I I I I I I I I I I I I I I I I L------------------------------------ --I HANSON BOX 1.5" VTR 3" VTR I!I— III� I �I I I I I I I I I r� 3" VTR 14— I � I I I I I PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN-13 SCALE: Y4"=1'-0" C� J C N o o d a J Nl W a. � o a. cm 'cc w m � x N C 6L d Cc® N -® N L a� CV d� Cj 3 3 �+ M CV 0 CV M r.n 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E O M SO C'j o 0 Q0j M V 3 IJJ W W a a a 13 Ju-i� Z Z Z L V 0 a' _- � 7 (ON� m o � Q r;' ��z '� Z IL Z� 6 N co Z a: G H Z o 0 U ❑❑❑ W V co z N M 0 0 o z z o J — N E3 U) N N M z a) O 1 T' Cn l � � �• Imo`•_ U O,1, N N U w L o U00 oM to, 14 o Of co M M ¢ O Z 2 < LL EE p °<N g m o- O EU o Fz z o oa 'T O E O co d t z a z c S< �Oaw 0 oLL Z J ¢ ZZ Z �� aZ o xZ ¢z IIIIIIIIIIIII� IM: CD > Ul J O ro rn � M (� U, T O U r Q N r 6 T M M o z M � LO z E r E to N m C a 0 � Q o � JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. 3 ZONE-2 ATTIC SPACE 60 SQ. FT. a o 4:12 SLOPE 4:12 SLOPE r �_'% — — — — — — — — — — — I I I W I n. o J tiiA N ��Q L 4'-0" OFF RIDGE VENT I I— z W 5:12 SLOPE LU 0 0 CC III ZONE-3 ATTIC SPACE 1071 SQ. FT. W 0- ��Q O N rn� ZONE-1 W i a ATTIC SPACE ° CN I 97 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 ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See ( SElev) re uired q soffit ventilationsoffit y upper Ventilation Ventilation needed required 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 S&LE: %4'=V-0" esJ N alb c � C2 co W Gi. Cam— O L.D N - cc C= a. N Iry 19 y 3 ;' ar .n � v as 2P=CM C 4V 5RO *e. • >' i "SEQD �/ a •O•ce f�N � '? e•c ' a a m • • � "d�• 0 p. �°W 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. N W Q O CDU O N O .2 06 S N O OD N t- n M V 2 # L C U- J Z55 W LL LL d V _ 13,Q J —a a L m o L U N c0 _ O W U5 T m w ILZ . T M 0 Z N O U 0 W W El El Z N M O SO Z N Z � Q _l d � V, z a U3 LL LU � V O V) �U'lF_o w o F— co U a; 1— — E = w m C) o Q -® o N (3) c" M M m O z z z< U_ E O w-z z® H <o Xo oo oo U O o a ¢ z O 4 �z Z � L wpQ �z can M c az ¢� oNm mO z. z z m J 3 ¢w 2zz z F o W ' ?o z Fr m o w¢ �o F Mj sr zl< 0 3 �L J rn m 0 M T LO ^ T >Cr Co T �— i m (V _j — LO '0 N �^ CU T � L T Q T CD m z M \ 0 6 z E T ayi m a_ o U � Q p JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. 4 ) 25'-0" WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB ; , , r #5 CONTINUOUS74, UPPER 1/3 OF SLAB THICKNESS WHERE tl t�. ; REINF. SEE FND. FOR 1�_g�� 10'-0.1 QUANTITY 13'-4" l' OR FIBERMESH SHOWN ON #5 X 25" X 25" CORNER REINF. SEE PLAN. FOUNDATION PLAN ` ° , , :r; ; e; ". BAR ONE FOR EA. 1'_4" 74„ LF HORIZ. REBAR, TYP. �,, z / t u.N.o. 2'-0" x 2'-0" x V-0" L 2'-0" x 2'-0" x 1'-0" LL1 I . , I� , v . y ` v^ Cr .. ' .. ;. "Alternate: W/ (3) #5's E.W. S3 W/ (3) #5's E.W. "z`I' ' The reinf. bars shall be P. cunt. around corner by cold bending the bar w/ min. � bar lap of 25". ---- — ------ S3 T CONTROL JOINT DETAIL TYP. CORNER BAR DETAIL SCALE:3/4"=1'-0„ ' �°° 4' � 2�_0�� h�_4�� g'_g'� 1: � � ,LI 3'-10L) 5L_2,1 F-8- o 00 i:o SCALE: 3/4" = 1'-0" " 1-4 4,. I M j AC PAD ALT II r------------------- 11 AC PAD J I PROVIDE: 1-1/2" RECESS n/ Q I F R SG DOOR. REFER S6 ST RY HVAC CHASE 111 L__= 'IBASED ON T MAS N'S SCOPE LOCATION I I� I F DR WIDTH I �I I • I II I 1/ I o I ,- ■ r o INDICATES FILLED CELL 1 1 1 CO W/3000 PSI CONC. GROUT I I f FROM FTR. TO BEAM W/ 1#5 I C.J. _ _ REBAR_VERT. ABOVE SLAB. J r TYPICAL @ ALL PLACES I / S6 I I SHOWN HOOKED FTG. � � 1 _ z TYP. @ 1 DOWELS 17" EMBEDMENT 2 STORY F--- — W/ 25" EXT. ABOVE SLAB I I 10 j o j j "GRADE 40 STEEL" I • a III 1 1 I • CII w o a II 11 I II 11 QOQ= II I 11 Fn I I I I III 3Y2' MIN. 3000 PSI CONC. S4AB I 60 IT ; I I FOR HERNANDO COUNTY ONLY 1 CO M ` I 10 I I I 3Y" MIN. 2500 PSI CONC. g41AB OVER I LJ 6 MIL VISQUEEN VAPOR 4ARRIER ■ L — — C.J. _ _ —J L 2' 0" 1 2'- " 5'-3" 15'-4" II O Lu - � PLUMBING LINE TO ____-�T 0'-0" ELEV. I 1 o SECOND FLOOR --T--- FIN CONC. SLAB/ I I II I 1 11- '1 b 'x'"'-0I3'0"x3-0"x1'-0I• 80 I 2-02-0x1 10'-7 1/2" / (3) #5 E.W. 14'-5" I I W/ (4) #5 E.W. _ 0 cY) I 0oL--------------- -------- 00 ■ 4 i 1 1 1 4 1 i 4 - I 4 i 4 1 1 • -3 1/2" 4" STEP I J I o0 I C DOWN 1-1 S6 17'-1 " S3 MIN. 101, 6'_4" 00 TYP. @ o K u, I _ 1 I 2 STORY S3 I (BUILDER TO PROVIDE 1 IAPPLIANCE PROTECTION n I I TOP OF CONC./ WHEN REQUIRED PER FBC I� REC SS FOR FRT. DOOR 1 I PRO IDE 1/2" x 91/2" I PAVER TO BE 4" 1 9'-4" 9'-4" j _ I BELOW FIN. FLR. I IL —I— — — C.J. — —I— — �, — — —f-- ■ _4 I L - I o W I S3 o A I I o ao 2" I TYP. @ S3 Z O 1'4" ENTRY TYP. @ I 2'-6"x2'-6"x1'-0"1 O SINGLE I W/ (3) #5 E.W. N "" STORY ■ ■ rf I Z j (2) #5 VERTI ALS N O t- I W/IN FILLED ELL I cn O - I J A I N T to HB � S3 I S3 I 10 S3 LO 9 1 I �3'-0"x5'-0"x1'-0" —4 W/ #5 @ 8" O.C. • • E.W. 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 } O IZ UIO N O FOUNDATION PLAN—B SCALE: Y4"=1'-0" A J �W C cc C N -olmx .. ��ci V7 d G i0 N Y 3 cc s is T tj III 1 C N GA E ram. dmti' O `/ode` 61 a r 1 (Mill a��Fa�eIIlgE�e��. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E RLO N r�I a C) o8Ig jO Nm 0 O n �# LL L#JL C? (0 , r• r - LLL M M y of L o- a J LL ii a o z o = a31 R O o �'r6N0 m Lu Q W cn °'�' rn ¢ k z w z Lr)N M z G H IL I U z o L) El I nz W z N M 0 0 z Q J to z n cD 0 II - (� w m OL,., ooft c� Lam, " aew. J E fJ C) O N C U) a N M o w co J O z < l. L N E �� Iry E �U �z oa F— fu n aq0z U U z @ ¢o �o K w? 7 U m� O O z m J mQW U ¢ � � <z a OU W m _ M 6F ao < ° `C:) > Lo J O m � 03 03 M Lo 'T^ L , M M CV = L0 T L / T < N r T M cM o cocc i0i V) Z z c E T E � m c 0- U -j Q Cl JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. 5 TYP. @ CORNERS 1 D2 TYP. @ A LOW ROOF yVS` U CJ2G I I CJ2G I I qD I I CJ4G CJ4G 2A1 _ GL1 2rh— —ff— TO ——�— — I — — — — J ILL II ILI — 77 — II I -I- —y-- r— — — — 23 — II LL— II II — J— S6 TYP. I I UM. I I — I —T — — — TYP FL2 _ _ — N All FL9, I R FL9 II II A I / �2) LLi. n n (2) A r 1 S5 SIM. @ CONNECTIONS TYP. U.N.O. A TYP. @ A SINGLE S3 STORY 00 J LL RSH AND ENCLADD MEAN CLADDING W NDFPRESSURES ANDOSUUCTIONIS FOR ROOFOHEIGHT <T5ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE a=oft (SQ FEET) (-) VALUE DENOTES SUCTION [4:121-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 r 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: (D (D SHINGLE: Y11s' EXP. 1 CY16) or 1V32" EXP. 1 03 /16) TILE: %2" EXP. 1 (3�/16) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS 3r 3r �r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1 Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" 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/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS S6 MANUF. SPEC'S FOR CONNECTIONS TO G.T. TYP. U.NO. SECTION SCALE: 3/4"=1 F-0" V @ 24" O.C. MIN. (2) STRAPS BLOCKING L (2) 2x6 BLOCKING UNDER 2nd FLOOR WALL w/ SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT 3g PLYWOOD FLOORING FLOOR G.T SEE PLAN UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1Cd x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 - 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 *` 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 1605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 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 1 O INTERSECTIONS. SPLICING 12 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. OF (A) OR 2 PLY ;ARRIER CONT LEDGER (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - B SCALE: %4"=V-0" C*-4 0 CV U1 C2 n D W � o o cc u i W V N cm LLa''�. T o y a o = = C co a s W wa 3 3 o E '$ o CL c.k ,o FiS <��Q��gse�r4RaiIItkfl��O,Sf . ryy . Q -� °. PLO('- .......... To the best of the Enginee s knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W go d E S w M8�� N rs N , CM 8,r 0 7 Cn CO N LL LJl. m core W a M w a i LL o z LL Z _ Z CIJ C ° o mo 0 � j'@NCO m W J Q info~'°' ¢ z z IL IL LO Cl) Z O H N O U ❑UU Z W V M � z N M o U) N r� V) z to 0 LL 4-, - v � m U O V) v{(J w o L N U) U w J r— J E � 8 p N • Y Q o J � w M O �Z U- E zo 2z s z a p ca V s1 0 ❑a FC6 CI o Zoe d 100z ao wz cn z z .a o� w Q 0 O, ZF z m J wo OW aw � m o W 3 T C7 2< �� w =r m 0 a& r 3 J o Jz w� T 01 io a 'fit ZI1 �U O J > Lo 0 Nt rn co m C� L M L— r L0 ^ C). Co r— U) 2 3: N CO L0 M CIO C) C:) LO r Q cfl It -- r Z T co C` o W co 6i � Z Z E T-- E w c`o C t0 a 1 U -j ¢ p C JOB NO : 23-06109 SCALE : AS NOTED SHEET NO. 6.1 0(2)— TYP. @ HIP CORNERS I I ------------------I I I I I I I TYP. G I I U U U G I I I 4 I TYP. U.N.O. S5 I I I I I L------------------------------------ J ENCLADD IN W NDFPRESSURES ANDOSUUCTIONIS FOR MEAN ROOFOHEIGHT:5 2 AND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft 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) or 1%2" EXP. 1 t33/16) TILE: 1V32" EXP. 1 R16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%Z', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H 10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1 /2% 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 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 I 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" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR 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 1 112" MTW12 1195 1005 14-1 Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D 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 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od 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/ 318" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (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 R 2 PLY CARRIER ---I (A)-. x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV — B SCALE: Y4"=1'-0" c ch LV o e o NLn W CD —9 . 45 l0 t� N m n ci n +% �+ to ® i CN ]C 3 °) CDC n. c c CD .FC 3 m d =® N G..0 c E ro Ew @ ar.He6<yy a > yy a,C i �'- r i e'ey'cr' ✓ iR 0 < s"> h.j ^ `✓tom ... L m 0�.., "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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, WM W �E So N Lo a N V N O V N � O 7 ttn rb 0) ll LL fN cn ti r` -_ L w M v o_ LU Qru � w LL a J LL !n Z 0 m 0 c@o 0 Z13 1% W �.5N(O M WC, ,Q 0 2 r-- y, �0on W z U T. ,r) (� z U 0 LL IILL FZ- N 00 OOEl a < W N M O O O � N z o g J — wmdj — N M (D `o w m C) Jl 'QC� U 0 W o v) c a �N U) (n (� r tD � c J 0— E 60 C) o N of! C11 Y Q o �® " m �mN o M J < O C. z w Z LL_ O —f c } N zo z® 41 ? )0 >= CJ o F z o a io o E go oo a� Go z m r0 Qz &< wz ra cnL C Q o 3z� o. W m 00 z N O5 J UZ h0 a� }Z <z 0 o< z go W C. 3 p <a a "z S LL 3 =F <w w � >° co ( ) 7 2 h Ov zla 3 �C) 'L J O d' 0 ca T ca c� M (� Li) r L.O 0 T__a r .Y ��.` +_j 00 _ Ln %%m/ 4-1 _ I\ CY) ' CCN M r Q LO r Q -,lot N r ru Q r Z C'M C` o cc M co LO z z E r (n E 2 M C a v ¢ o JOB NO : 23-06109 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS l ull- 8RF14-1B11T8RF14-0B/1Ti 8F441B/1T8F40113/1T 8RF400B/1T 81`321B/1T FORM &GROUT SOLID �t a . < _ CV Q O r W � J O #5 BAR CONT. 8F12-1 B/1 T O VV LINTEL DETAIL SCALE = N.T.S. I MN mom F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J LD ui 8F16- B/1T a 00 L2 t Z LNOMINAL.QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS chi preca lintels = 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. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT ALTERNATE POWERS MIN. (1) REQ'D n CLEAR STEEL LINTEL O a d .M.U. #5 REBAR AT TOP _ 44 L MIN. (1) REQ'D - 1-1/2" CLEAR a P - :t C 5'-4 a a GROUT o r J ❑ a m m F w m C.M.U. O 5 REBAR AT = � m c BOTTOM OF rn Z W LINTEL CAVITY aW U rn O ru) 3'-8" LL "*-BOTTOM m � U O w REINFORCING Q ¢ c7 m z r8"ACTUAL PROVIDED IN Z � Lj w n v11NAL WIDTH LINTEL ¢ _' Lu �: N 5 REBAR AT BOTTOM (VARIES) c~n a ✓ AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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 SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 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. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O 8'-8" LL MIN. (E) 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN SCALE: X"=1'-O" tV Cf � o cc 22 m x ..: cry a y cc ® L 4n © N_ n cc fV drz c E s s � 3 � 3 ;aa u d ts. E u [� gz V JU �•, ,. ITV, R� v 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 g vE 0 ci 0M o 00 .5 . Z Y/ M W n J m CD " Q � c J LL w a j LL LLLu Z- 13 C� oc � a Y m m @CD o W w � N � og o W Z IL m J '; N Z ¢ Z N OU of < 0 W El Z N (7 Z � QNQ Z O Q rz � � N M z C1 v o w m Il U O w o w m L � N z• I= V O in O r~ ' I Q N 0 C o co M M J � w Z Q � C W Zo oa rT RS _ �� 00 COZ �¢ aZ Z (� L ¢Z W ra co c ¢ o < W g m o, Z m J Uz -2 ¢m QW VJ a< ZZ z aO W a3 m wLLzf 1� dLL = J w ¢Q 0 >� z�< o o J Lo om CM CO Ln r � LO _ Q CL ° (� 0 N N 06 r O LO r Q r M M r ` L0 o Z Z E T c c a U Q p JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. 7 -v- J w I M n Cr to r 0 0 a M 'r rn 0 io 0 I N / N L0 0 LO / v f/7 O CL N O i a E 0 x L 0 i a c c0 0 M O LO 0 5 04 N 0 m Lo v a d 0 w x do-- m a� v N NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST 2003 HROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308,3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS _DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION; 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1. 3. 1, THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. H DRAWINGS ARE TO E SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP RA INGS B FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2. 3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT, AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1, WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L/480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 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 y2 GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-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-1-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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS =140 MPH) MINIMUM. (V 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. PSF / - 28.0 PSF DOUBLE 16X7 +224. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. .9 4.4. STRUCTURAL LUMBER SOFFIT + PSF / -28,0 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 716" STRUCTURAL 1, IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR SUCH APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IFIS BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD SECPRO ERTIES TION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� 1 �� FASTENING SHOULD BE TYPE W 1Y4 DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALLDA CONFORM TO: Fy 25-87. WITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL WITH GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PINSTALLATION. 4.5.5. ALLLLFASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05, 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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 inc{udin all risers and spray heads shall not be installed whin 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R3181.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete over o and mortar along the foundation perimeter must be removed be ore exterlorpsoi, treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any solildisturbed 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. '-s N O W o J _ �7 C C.� N CMx = � y LA_d d cc 3� oY m C'L Ci •� o w � °' 42 • v CD c E i , r A:/j n�°y Err • ._v GEC N,4 ca b • a� �� ^, LO .. 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. W11- a b E m 0,0 0 N 2 6 r� �04Q� a CN NMLL d' a LL LL d o_ Z roarn ° 9o .zc N_W m¢ Z LL Zm�W� wJ ,L0ZN 0 O9 NU0,Z to W E30 Z N M (D 0 z z o o wag M 4--' LU © N w oOft � w U) U � LU - - E - Pam.... L ° ¢ 0 6l emN CD w Z r U_ E p no <s n. V o u- z a oa F� to 0 � 00 0a Zo z wZ = < O mo ZZ Z m J O Q w o� Qo pip ¢o r� aLL J Z �3 = IIIIIIIIIIIII� o ch v w� 1Ia 0 i° a F o O > LO J d' ca m � M (� Lo r LO Cr r Q 0 (� Y m N CD r Q � s- LO m M M o z z E T- to y co E o U a m m IL _j G p JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II I . h. :1 :1:::::.::..: _ L. L....... .. I Imo....:- . _'� ; rl.l........... si j.[l.... . „ I a: :.............L 1.... 16GAx1-1\2 LONG (3/4 -1 CROWN) I I. g�. ILI.. ... ...)..:: STAPLES @ 6" O.C. VERT BETWEEN L .L MAX...-.....1.I .........L ........... _ l.a.... 16GAx1-1/2" LONG (3/4"-1" 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 HOME H C G GARAGE SIDE O O O 5'-0" Q - c� STUB -OUT FOR 1 �_�� o � 0 0 GAS METER O o `n U O O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-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. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood 2 x _ + 5/8" or 3/4" wood panel panels 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM 7� co LU Q STD. 90° CONT. #5 CONT. #5 BAR > HOOK BAR BOND BEAM STEP SCALE: N.T.S. SIMPSC w/ (22) NAILS T 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. 4 Clinch nails when possible 1 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. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads higher 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. ` T nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BCI5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BC] 6000s5 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 BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pif max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer _0_w� Plumbing Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or J 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 w N.T.S. Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non stacking walls 10dnails SECTION @ INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) No M. ..... ° Art 6" A 1 2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2' c Any 16")txst Span P2Q 8 11-a" •V-11" aril #'51.e 11 ' P—3' E,-3' 1,'--r'M1 —1 6n .2-4- 2-9' 3-2' 3-7- 12 4'-U' 'i"" 11 Z. T-2" V-3' . -9' 2-4' 2-11" 3-7" 4 ` 4-9' 6-4" 16 1'-0" 1 1" 1' 2" 1 Z' 1' i" 2'-6' 3'-2 3'-10" 4 " 6-1 fi-4 7 � Ta. 4-0 1! " T 1, Z' 2-U' 3'-0" 4' 4- 10"^ 6' 1 T' �6' " 6-11'° 8'-111' 24 1-{) 1--t 1-2' 1 7- 3 4- 6-10 7-2 11 9--A" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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. Joist hanger SIMPSC w/ (22) NAILS T R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION VAIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 14' 41 00 FINI,5H GRADE Backer block (12" wide min.) Nail with 10- 10d nails. - Install tight to top flange. SLEEVE THRU STEM a �. e. SEE PLAN FOR • 4 a • FOUNDATION INFO d' STEM FOUNDATION \ 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- — Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o `depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN a .. n N as �IIII ►j1—�� II 1I • v n.� 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 PLUMBING LINE TOP (2) #5's x 4'-0" v CENTERED @PIPE10 PVC OR SCH40 SLEEVE PENETRATION a _4 d ° a i=1II III-1 a 1: 11—III-1I1=111 -III 11 II I d-1 I-111 I I - 12" BELOW GRADE SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0"_\ CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE r PLUMBING LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE nQ as G Jn q o SEE FND. PLN. SIZE & REINF. 01 Cn N a N � 0 7 W a'm w N w aim+ -a N m ® L- Vl Q .r+ N Q Ol C to e d�_Q � oa d G tX •� h CcE Cc ,a ?RO . Y/v�'��` { y0 .,Haeq L Oh.�, ®reel//111 pn i t t �h'►i�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a0 �E Scq 0 M N 0,1 N cq 0 O # ��M0u0.aLLu: 0 CW �Z _�"1 oL80jF, 0 N (O m WQ W in�a'C5Z lhZ 0 co Z W o g N z o � V) z � � o — O W oJim U E i1 0 c Cn Y m �® CID M J � 4 OD W Z Q g EE ca �o oo<-M wz >m ❑a N — C1 ¢. �o w¢ `;g E i z o< X z zE. co 11, L a in (d ca <z OoQw mo o, ma J oU �� w Qo U Cn T � �" o a �w m a o QQ ;o V °d zla o� 3 `` a) L > J 0 '� ai T ro (D N L co Locu r Q (n 2 co N _ �i 0 CM M N LO M M CV) M o z E �i LOZ c r a Er ci _J ¢ o J JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. SIN 1 --1 It.. Rillq m ,p 3 Ld I _ J M ID V) 0 J 0 0 I to i N 0 to to �t- cr 0 r o 311 a N N 0 a F E o J .s U J N N Lo 4 0 Cl- to 0 0 d w m FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (13302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d i TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0!C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3"N 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH `o 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER , D e . . SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM _ 1 I-1 I —III=1 11= 9 -III-III=1 I=1 m D /rR 'D7158-CLASS G or H, or ASTM - D3161 CLASS F, IN �— — _ —I -III-,ICI III=� ' 12 ACCORDANCE w/ TABLE '' I=1 I -I I -I I=1 11=1 11=1 11=1 I I -III -III -I ' (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING =III III—III=�=1I I III=III TI FI I (- CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE INSULAriON LE ! SCHEDULE - [RSH] -ON_1�r / TYPICAL INTERIOR BEARING '**, / FRAMING SHEET FOR 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL W/ OUT UPLIFT GG FI F\/ \/ARIF.q/Af\ SEE TYP, WALL SECTION SCALE 3/4"=1'-0" -ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD U.N,O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE mil __r=-1 I I— 1 = 6 MIL VAPOR D z �— BARRIER I I I I , D �r a III M —I I D• I I N • COMP. SOIL. I I I (COMPACTED TO 95% = MODIFIED PROCTOR M I I III-1T[= I T1 ASTM D1557) 3" MIN. CLR, ON #5 REBAR CONT, V-4" (1 STORY) TYP. STD. 90 HOOK (SEE U.N.O.HAIRS UO4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14_„ PO.H.D. RECESS AVERS /- _1 z_ J Cl)� 5 I I II .: d . •. `' a ' : ' dd 11FF f 7M--I I I L�iI�I T SEE A/S3 OR J/S6 III FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S,P.F, DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D, FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ r 2"°x3/16" PLATE WASHER ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C,) 211 ELEV.-0'-3112" z 31/2" MIN. A.F.F. p 2x4 CONT. ,�// w b' b ' - N c Z D 00 GARAGE DEPTH VARIES 31/2"(min.).-4 -i M' —I I Ilk 1 (2) #5 CONT. 411 'T� 1111�_�i ter r r 1' 8; (2) #5 CONT. 41 I I-7T�—�4 rrr III811 GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL MIN.STEP TYPICAL BEARING WALL STEP SHEARWALL C Cc� CC SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12"O/C FIELD, TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH --� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P,F, (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302,11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IFNOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH �31/2" MIN. a e ►--- III III I, Ml_ Wl•T 1/2"(min.)-4" r-�T - -- -1T� 31/2"(min.) - 4" =�— — I "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 Goy,, . QGS•�\E�SIv Zx STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 M 0 s LOAD BEARING OR11 INSULATION PER FBC AND ENERGY �/ co`� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT v INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY APPLICATION NOTE: 1"x P@ STUCCO FINISH PER ASTM C. 926 APPLY 3 .T. STUD. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" SEE SECTION ClS3 FOR 10'-0" (R302.11) #5 VERT v 1V-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8 x 10' J BOLT @ 24 O/C W/ 2"'X 3/16' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS BOLT INFO. 5/8"x6" "J" BOLTS BOLT 11 PLATE WASHER TYPICAL �� (IF NO UP LIFT ON @ 24 O.C. VERT. OR 5/8 DIA. EXPANSION BOLT @24 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 (6) 1/4"x3 1/4" TAPCONS 3500#, MIN, TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR r 2x P.T. PLATE w END OF 2' x PLATE WWF OR FIBERMESH M E TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR v s - D D GRADE 40 MIN. Fy= 40ksi a a GRADE c� ° D #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] � m FINISH GRADE a. MONO OR STEMWALL ? — — _ A D• 25' MIN. LAP [30" MIN. LAP] g FOOTING MONO SHOWN TT - w �[_ �_— — • — — —�—I FOR CLARITY 00 6 MIL VAPOR BARRIER I III D o ° I�1 I = 1=1 i 1=_ °O R 1 7/8„ LU i- 11 I ICI-1�—��, N z #5 REINFORCING BAR _II PIN if, II I =I�I _ z I I l i-1 I I-1Tf=1�= #5 LAP SPLICE III -I I C=1 I iTf- I I II I f- I 111-TI f=1 I I=I I=1 (2) #5 CONT. 111T111 I, , I hI fT, NOTE: = - a I —I l II—LII--I i I'' I' 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS *FOR BEARING WALL �'I COMP. SOIL. (COMPACTED TO —1I D _ 811 11411 811 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM �T—III—( II--II� 1=) I I—III=I'' 10" (TYP') D1557) I �I ' i'�rl It i tTt i t I rr i t i 4" 11-4." #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° ' d GRADE _ 00 III III Jill_ I--NH.I —III—� I I —I I"" ' I' lI 1 I,! ' 1' — --11 1_1 I = I 1=1 I I =(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" //—O.H.D. RECESS CV ' M 44 ' � I —III ••a' � • t '.• ' SEE A/S3 OR J/S6 -I � t l T"II I , II I= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 21, HOLD GYP. BD. 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALANT — ' •' ¢ INTERIOR d d d A. -3 1- _ / V CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 - h M 6 MIL VAPOR I1 I =I II�I1�=� f1f BARRIER=II�—j-II� II=��rrrjjjII�IfT �IIIII � I�II�1�� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. G SCALE: 3/4"=V-0" S3 SCALE: N.T.S, S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS - SEE PLAN FOR X CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN c — — — —° ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ I I I I I ITI I� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w i ¢ SCHEDULE SEE TYP, WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM CO SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N,O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL - W/DRYWALL SCREWS @ 8"O.C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD �. a INSULATION PER CHART zo SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT, SEALANT ¢ > w/ MIN. (2) #5 VERTICALS 0 z GRADE E ? FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 i�t Ei Ei w SIZE AND REINFORCEMENT) C7LU , • WWF OR FIBERMESH �, BRICK PAVERS or SLAB PER ? � two p o _ �- v • •' • • z a ° — — — — — 0'-0"FIN. FLF�,� COMMUNITY SPECS " � - - - - CLEARANCEFOOTING SEE PAD REINFORCEMENTJ 3" MIN. D. SCHEDULE) SCHEDULEFOOTING WIDTH CONIC. PAD INFO. SEE TAPERED d.� C= CV -.- ® i W.. 21. co C" «. _ o- N A O a� N -d CV L N O W eq E L c a, C Ug is eo w a, sD � . u a, R � —.0 N E o G�C.S �� • BcN � � • <r Or to IC ., V tBllf�RR°0��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. W o-E Q U 0 0 00 N N xti"LD to M 0 v 3 ,n JLL�- a U-, Z — D Y (p C � to 5 W og�•- O W m J Z LO N 00 z LL jA N J Z OU U o 0) W ❑❑ CD M � Z N � o� z z o J a. N th � z a N Ut 0 � U O L_U(DIL/I o Ly N Lq U ai w m U o C o � w � M L Q Q o E U zo u" wi >m Z® OIL 1�= N nc �o o E �a o �< �z � wa ww �J 0< m J om �w 'aw 8 o W US T i � > fn < S� Q O a z W r ~ o w i M V w ° d zl¢ NO J > Lo Om d' T M CC Lo r— LO Y CO CL (n N,ry O � M N O T Q IN a) E i✓ M M � o Z E T— a E U _j Q p JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. S3 (MONO) 0 0 0 U J 0 0 LO °' S C) N N LO 0 a W Q m v cn (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 SIZE THREADED 3" DIA. EXTENSION — SEE PLAN FOR HEADER CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ M I D FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP PLATE 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" TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 2114" 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 EVERY OTHER W/(3) Od NAI S UD STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD === SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE\_ROOFTRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF CL ** TO DRAIN DOOR OPENING DOOR OPENING ❑ EXTERIOR ❑ a WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. 4 ❑ TT ❑ 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 D S4 SCALE: N.T.S. S4 KNOCK-OUT— BLOCKNOTCH LINTEL WHERE REQUIRED W! (1) #5 FOR CONCRETE PLACEMENT 1 d 4 a a 8" STD. WHOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'•0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1� 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM, ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE ° GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. a ° e a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAILFOR rp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 10" 6 3/4" 31/2"- 4,1tiovill 2x CRIPPLES @ ---I 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL 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 9ARAG E IOOR vvvn r r rwr� 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) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) 1 (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: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o 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 SP4 SP2 2X STUDS @ 24" O.C. A A 12 (�'P) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \�J 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 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED r COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) v O/C FIELD 2x TOP PLATE2X4 V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS _ _ _ CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS O SEE A/S3 FOR, R STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL' W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 1�1►rr�� SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 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 • ' <&* SPLICE STAGGERED 4! ATTACH ALL �J EXTERIOR STUDS W/ 4�16d TOENAILS TO I P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'" LONG. TYPICAL -0 TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON n C C P.T. -ATE allvlravry ar4 SP2 SIMPSON 10t ST J M TRANSOM FRAMING SEE SECTION J/SS AND KISS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 - 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" NGGERED 3OLTS @ 24" O.C. aX 2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) 3 (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT OXIED A.T.R. 2&NUT OXIED A.T.R. t & NUT C ROOF TRUSS ABOVE 2X BLOCKING 0 -(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 TRANSOM FRAMING o o BEYOND. ""—WITH FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/CBOUNDARIES 6" 0/C EDGES o E SHEATHING & 8" O/C FIELD S4 f(:D • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV, 06.24.22 SCALE: N.T.S. Cn CV O N = 0 11.0 4v-= O c W —� c ev v eti --_tea N R ® i N '0 Z C Q ate. N � Q d d e _ e 0- p 1b m` �r 0 V1, ��fdJlfflsPBtEa��li�t`°°�'t 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W vE v p Loa N8 0 N m C (O =�,� �' 0 Q Qj M 7 ri C J w �� 0 Z 0 _ w @S°� a W �o Z o (9 r_ O Z � c' m Q J N N ZIL a Z O O U U cn W El z N o o z z o� J — LL � r N z `o 0 +-A fJ u, ,,, ca 0 o wLn �NCD CD c' a ..... k. r—E at = L zl, U o N • c m t¢ ifl J< w M J } Z C U_ E z o �o >� ao ca.o CJ oLL z Zm o a r- r0g of a�IfQ �o ca z qp Qo If z ¢q O m� Zz z m � J .2 m m <z z 3 F z ao cn oLL w a w7 W m o 0 wF a0 = IQ g3 E2L J 0 c� LLo M (� r LO oo_-� r c r � U) o N m — — LO O O N (0 .0 LO r Q (.0 � T w � M T_ LO o z z E T-- `m Cc a U Q p JOB NO : 23-06109 SCALE : AS NOTED SHEET NO. S4 W r i m O Z3 Cr V) O a M 9 0 C) 0 t N P/') cV `no LO i v N O i Q N N v Ot- 1.2 Cn d) E O L a 0- 0 0 U J t7 N O u7 LO 0 0 N 0 LO Cn v 0 d 0 Z z rn 0 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. wl (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS-\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX 9 BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRQ BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (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) 1Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od GYPSUM WALL BOARD 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 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1 Od & (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�\ 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE �� \ � (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �S\ 12" O.C. FIELD END TYP. TOP & "IAND BOTTOM ATTACHED � �� (2)16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 T ON TOP OF PANEL @ 48" O.C. INSTALLED PER MANUF, I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C, MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 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 AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR - N r X-BRACING, AND TOP N N coSEE STRUCTURAL CHORD BLOCKING - NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1112 1l " (2)16d NAILS WOOD TRUSSES c �0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING X RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 & (@ TOE TRUSS SPANS EA NAILS @ EA. END NA ATTACHED W/ 2 -16d I� 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 THE . (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/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) 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 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL E GABLE TRUSS WB 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.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 f-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA wl (4) ED ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL [L BLOCKING, LEXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 11Odx3" @ 4" O/CTEN WITH (2) 12dOCKING TOENAl S/ LL NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) I FT SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-o,, S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 9 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT t- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 10d XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 OVERLAP TRUSS BRACING PRE-LN(GINttHEU WOOD TRUSSES AT LEAST TWO TRUSS SPACES 6" OVERLAP \-MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. Srj GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. 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 20'-0" MAX "X" BRACE SEE DET. J/S5 -ti - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Eq ICE �F- 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)1 Od 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 o N o U-) y' � W r� _ V [V N Cc 'W"W N t N O �p Q yd. CV Y 3= d 3 � L Cd =•= T N S� E o v Q ., To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the atuctural engineering portions of the drawing pages bearing Engineer's signature and seal. W 11- Q E o U V Q N Y o c v r op (n 3 to Q C J W 0 u_ a ci z ro O W. 2Nm 5 W co Z - Zp 0 Q J ZN O U cQ7 rvn W ❑ ❑ Q) Z N M o� co QQN z O Q _o N � o v w O N � w U r— E o I _ .c U e m " � W , Q Y N M �® o rr w QCl> ch o 3 �< Z � LL cf O zo >o 0® o N (6 Wo o a 9C o �� 0o 0¢ �z <=mo Wz �� C �¢ OE z m J �� ¢ Q= 1 z g0 to �1 a mw m �� tt o _ w < - >0 Cl> 1I� 5- o U § >11 L J C) It °' rn m m � n, W L_ co (� LidLO r CU _O (n 0 N m LO }, 'S N 0 (0 r r O r QLO 04 r E M T o z _ E r �, �+ _ U J Q J JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. S5 3 J W I PO cn m 16 0• N 0 Q rn 0 co I N i N 0 LO i 0 0 iE C Q M 0 i 0 a N 0 `v a 0 0 3 t7 N 0 1.0 0 a O d N O Ln -9% v 0 0 m v N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER — CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT, PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. le FLOOR SYSTEM ER\ = 0 °.A 112" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY . A. :A"- .d e A N ` ,A Ad '—III \\\ M " 6x6 w1.4xw1.4 I II i I I1=III=1 I I=1 I I I : a WWF OR FIBERMESH 1111 I II I II I ILI I I I II I A -T=III—III III :FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER J w PLYWOOD SHEATHING 0 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. �w —INSULATION PER CHART ON FLOOR PLAN rB Y R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"1 CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"1 INSPECTION PORT AT w EACH FILL CELL TYPICAL °- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE INISH GRADE 5n TILT `-STD.90°NOOK HAIR C(SEE DETAIL) W/3" MIN. CLEARANCE (3) # 5 REBAR ON 3" C1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL_ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED O° FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °O SEE FRAMING WEEP SCREED o cz_C T PLAN ... a INSTALLED PER MANUF. T G 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" RIBBONS la M DETAIL (FLOOR TRUSS)0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _�_ _A ' _ . _ — e — .+ _ _ ° _ _ •� i I ° .. d. ° A .A °.T_ 1 I I -� d �— I I I I T-71 I L F I I I l II lTrl 1= -�— (3) #5 CONT. ON 3" 8" 1'-8" 8" Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB 71 I� EXPOSURE 1 FFx II SHEATHING —4 PROVIDE BLOCKING AS REQUIRED PER D w o SECTION X-X IF II II 2 J NOT FULL o HEIGHT SHEET-C II II H Z 0 I II II JI ! 1 G FLOOR SYST M (2)- 2x TOP PLATE r 0 BEYOND I v F T � II 15132" F UR EXPOSURE I F- SHEATHING w IIll II SOLID 2x IIIC III II II II I BLOCKING 0 C SHEATHING@ALL EDGES(SEE II OPENING SECTION X-X _ Lu ofw_x EII 2x STUDS w III II II II BEYOND. w SEE PLAN o III I I I II I II I II II I I 0 III I —LIE ll_ 11—II Cn 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM Iarnr r rt r11n-r1^K1 nrennnnn "S" = NAIL slts' SPACING S 3/4" S 1/2" 77uf fiflfi, 1/2" — o S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SFFA/��O�L �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 1Od NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM;/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYe". < N ? OA 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= O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 < OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w In O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. j u9 w/ 8d COMMON NAIL Q W u_ O C'PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 00 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 12�f- Ornm�� Z F- w LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL MEMBER IF GABLE END — N W 0 O U w NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR _R� 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN `�4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT, PLATE OR \BEOAMR TRUSS / SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/6x6 W1.4xW1.4 `t WWF OR FIBERMESH ,C • • . � a ':.A n .. a .° I_I I I -III --I I° A � A " A III -I I -I M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER, MANUF. FINISH GRADE I— 00 IIIII;' 91� 1 (3) # 5 REBAR ON 3" CHAIR J1 4" W/3" MIN. CLEARANCE 1 1 ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N C= N 1141) Q o_ -a J as W Z. ci a o 4 m .: cLA.a �v o L -a Y as o. c �. E t c � •3 � 'CD u d =duo ��.co y, �- (n c E A o. 0 fit R 1 i e,�ti a 0 Lu r® ` '` e f �rrFeep E t 4�`�Z'c r�i £�3 �i Qf kZ�i�vLB To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E a o C)0 ci a aoo m r 0 , oo 0 / N IN 0 J u- � w a� z_ cc � O ZSj L ISfY = ca W g °' m w Z LO NZ a us Z N O U WCO z N M og z o � — N V) a Q) o +� C" o .� 'fie,• V O0- V) f6 U 1— J E m I``•.. U o N "O Y N m .14m o w U_ o Z < W N E wb O Zo < N ca.0 N U oLL Fz z® oa F_ M o E X O 0o ¢ r6 Qa IWO ww �J in <z ¢ Nm<z mo oo mC J zz a' gz A � W m '000 �k z ¢¢ 3 o M ol< Z¢ L o Uri O'^^ ' > LO J 0 ai rn ca a) co (0Cr r co n- 0 N I�4-1 — F LC) � O CO C) o Ln T < T toLO a� :e- M ` M LO o Z Z E ,t— ur N a E U _j Q 0 � JOB NO : 23-06109 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: J' = 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 GLUT NAILED MATCH NOS OTHER l 0, 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND—\ MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED [ l I I 2X4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLU AT STRINGER CONTACT \ POINTS / E . I ' f-2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: z' = 1'-0" VVMLL -A ALIGN THIS STUD WITH FACE OF 2ND RISER SYP CUT TO FIT %RS IN WALL i 2x12 SYP ~' BEARS IN WALL) 2x6 SYP / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER 7 FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) (I 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 44STRINGER MAINTAIN BETWEEN -1 AND 4" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS -'--2x4 BLOCKING FOR 2x12 /� I 2x4 PT UNDER 2x12 C I 1 ROVIDE MOISTURE ' \ PROTECTION LATTACH ALL COMPONENTS / STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/j" X NAILED TO STRINGER 2 -1' TAPCONS @ MAX. 32" O.C. \ / TOP OF \ STRINGER I 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS G E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH \ 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU ) x 1 1/2" NAILS) STRINGER CONTACT POINTS \ NAI SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL Zx12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER SLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC I I 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS J n 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" / F \ / F tH--S2X4 TC DRAFTS P " 1 11 I:u 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x4/GLUED AND NAILED TO STRINGER i \ / KOR DRYWALL SPACING —H E SECTION VIEW SCALE: 4" = 1'-0" 2x4 SCALE: 1" = 1'-0" —� NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER \< OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = T-0" \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR \ PROVIDE \ / V BLOCKING I ❑ 2X8 BLOCKING FOR NEWEL POST / TO ANCHOR TO. (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) R PLYWOOD BELOW ALL NEWEL POST OSB O OR 1 R PL16" W FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" 1'-0" F SECTION VIEW SCALE: Z' = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" MALL JOINT YWALL TO /ER JOISTS) STUD NAILED AND JED TO TOP PLATE CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW WALL JOINT YWALL TO /ER JOISTS) H 2X II 2X BLOCKING STRING�R SIMPSON MTSJ2 w/ ' (14) 10d x 1 1/2"\NAILS 34D OR 34D 2X BL05KING RISiT / VARIE SECTION VIEW "H" SCALE: 1" = V-0" ,na c� cm cv C 0 O o s o- _... H /0 G a- 'O N C 4 � N Y m � 3 m L 10 d m � m ego N = c � � o � v w ; 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. N W �E -, 8 Q N o Q c 0 h G , N 7 M N s J 4 M V ik LL c - LL 52 L4 cau w a —ate o Z �90 � o lY (D � � CV v Wink°'°' co W Z N M Z Q J Z N OU Cn M � Z N M O � Z O Q �C d: d 13 M � a 0 `o W^vi' u- � Fj Q O W C2, w U U—j E all m! t� L U U o N N m 6 r< coW M 0 Z < r.i E zffi >N CL — fi CILU 00 co E 9< az¢ 8 az wz fn ¢z mp Z m °m '<Z o 0 z0 gU U W A m Qz o w =3 -0 z�< > LO N rn co m O L M (0 Lo r LO Q I1 0 (n 0 s N m _ L0 co 0) Cfl �+ r 0 L., J r cc Q I r '^ eM T M � o Z M z N E T W ro c d U Q cc JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. ST W I J m 1•M C=) 0 39 12 J 0 to 0 to i N 0 0 0 v Q i a K0 0 i a E s `v e 9 i U a� M O L0 0 5 a N N LO 0 0 nd aZ7- Ld W 1X4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN, ' " APPROVAL FOR CONN. 1 X 4 r 1x4 P.T. 1x4 FURRING L 3/16"0 X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2" 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON @ 16" O.C. & 4" 23C8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS ++ 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. @ O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN. TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ;, 2x8 P.T. w/ (2) ROWS 3116" ; (2) ROWS 3/16" x 3-1/2" �� %' x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRIP END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2X DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING — BLOCK HEADER 1/2" DRYWALL 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 POLY -CELL IN THIS AREA SCRIBE (NOTCH) 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 --I INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW—�� ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1J4"MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL ::;'T2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS 21-0" — SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUTOUT 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. RAID, 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 #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS i �LL NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS ` SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d r 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%'l 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 ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —j NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH 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 P E 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 1) 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. IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS 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" • _f=1�1-1 � 1=1 f f=1 � I-1 � �'. • � MITI-1T(—_I �II D° • I I -1 I I —I � GRADE a M D. Z i r0D 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" LFILLED CELL PER FOUNDATION PLAN R YP.) FHE 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 —I I PER PLAN I I 2x2 #2 P.T. MIN, 4—t FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) ♦ #5 REBAR (TYP,) O 00 O® O® ®SD. 90° HOOK (TYP.) O O® SCALE: N.T.S. ALUM DRIP EDGE — i— 2x SUB FASCIA ' 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. V 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" = 1'-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.* �x v I +FNO�y + + + + + + + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SFF CE-IFFT Ilg Amn SIMPSON HTT4 w/ (18) 10d x 1 1/2n NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE:1, — I B @ 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 xT O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL A SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/40 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 FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 1'-011 5'-011 NISH ° rp ° ° #5 BAR x o • •11 p. 10 ° ° CENTERED W/ g IN TOP ;❑ • •' • Ig : KNOCKOUT / N e ° CHAIR BLOCK N FOOTING - MO O SIZE AND REINF. PER PLAN - d AND SECTION DETAILS CLEAN FILL p z DIRT — °. A.STANDARD o #5 BAR IN ' 907 HOOK N FILLED CELL, L6 Sk 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 in11C..1+1 IKI nn�in SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. ev eV = 0 o u, CJ =,.n = CDcj� �® us .a coc 3 m ea �- � •o v � % E �@IIII,�� ;iPdJ�r a O . s. Cft E . F L to CrSSIO �b�y a��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. H Q oF= 5 ®5 N y SO LoN o 0 COtir # Mqq �M1 Co (D SS22 J 5 �tu_LL 5 11 W a @o z S2 r m N 9 W 0 cp m Z LL - N z Q a Z N U U o0 N M o� z o � W M a t a) _ d--' e„ (Z LU a ! .m U Q) OLU ul LO o U a Uj I—' J EIRS 8 nd zs z/ N OI w J US it z :5Li � E =o o >N < E CU a= 0< °� 00 U � qz O, wz 0 c> c ¢z �Q mo of m �, o aT >z gz Z n o C/) 3:O }• � m <0 rn W 1L az o w¢ ao v 0I¢ 03 O > LO J 0 It rn Co Co L (o (Q LOLO r— Cc m L ! 0 00 .� M O CD o T` Q T L0 m L 'M ) M r iri LO o z z E I— W CU o v JOB NO : 23-06109 SCALE : AS NOTED SHEET NO. Sis CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 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. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rrI L-�VW � LllVl� ��VVV Y•L✓ 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 I PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE , • CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. '--LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" - - TWHEN DEPTH EXCEEDS 30" GRA DE E z •. CN - -I g r 1 " -4 PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD 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"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED &POURED vW/ (1) #5 EACH STEP 2,' I,- - - z • - - - <C d- J ,. PORCH SLAB SEE a N FOUNDATION PLAN w w cA - z ` w W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB 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 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q w J W w w U) EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: N.T.S. SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND �- -X- �_ SLAB 1 1/2" (2) #5's CONT. T&B w/ -41' I' #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE - - „ FOUNDATION PLAN EXCEEDS 30 -- GRADE 1'-4" - ENTRY PORCH SILL r14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED 1 1 INFO _ 1 1 MASONRY KNEE WALL MAX 3 = 1 I COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 j 1 1 1 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 1 MAX 3 SOLID, SEE ELEV. j 1 IrT--- - ------- 1 1 11 1 1 II 1 1 1 1 1 1 I COURSE FOR BASE SIZE (3) #5's EA. WAY I 1 - —*- - = - — X_`-41# 11 — •�---- • p 8- PORCH SLAB SEE -- a 4 Ak SLAB FOUNDATION PLAN LEVEL ' TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5 s CONT. T&B w/ CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" - MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER -----------1 _ ________ L.SEE PLAN SIMPSON HUC410 w/ (14) F I FOR CANT. 16d INTO HEADER & (6) I 10d INTO BEAM - SEE I I ROOF PLAN FOR MORE I I I I INFO I I I I I I SEE FLOOR PLAN FOR I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO I i REQ'D ONLY WHEN FOR COLUMN SIZE L_ INDICATED ON BM. &ADDITIONAL INFO. --- — — -- L-- — -----� �---- — ----- SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR INDICATED ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR TOP OF BEAM I 1 I I -� SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" X� COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. 1►117A10 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 r7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND 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 12' 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 — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN SECTION SCALE: N.T.S. A a A: & CV T COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ SOP WAL YSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2 TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO/ 21 e+Pa 0 cue LO c, 0 o -o a d� } W c � C14 — = ac +% c LA_ a = CcO to -p N L N O � � d d�=a `Y 3 cc ccdd� N Q� o � U � ,R0�� 1 ul #IIllig0ON To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. as o cob C O C N ti o? 0 0 4 N M V LL C J LL W n. 0,^ Z CLL JLLW W _� o O (V _� � 0 III Z ��pj6' m w 4 J N N ZLL Z O U U W ❑❑ z N o� z o z o J — o_ � (D � o (0 -J L W Q> 0 N �N w o 0} N WOL LU °f - _ EEp U 'o N • "I ® ¢ N m �® r®® o w M _ o 2 S z a E p V W Z o ❑a ►— rti M g 00 o E o �� rz s w Z ' L o C az OQ m0 o0 Z m � J . o z <w �z ¢°� o< go aZ WLL m. �0 o M wY ,o d F zI¢ 3 > Lo C) m co 0 M LO D L0 Q r Cr r1 LL 0 U) m s N — LO M M O N �— O r Q d0 L r a� M C7 L O Z z E r N y `a C a- U B JOB NO: 23-06109 SCALE: AS NOTED SHEET NO. D 1 7 1 r 7 5 (1) SIMPSON LSTA30 w/ (22) 1 (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" � TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER (USE SP6 FOR 2x6 WALL, USE SP8 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. MASONRY WALL CONNECTION. EXT. SHEATHING A BELOW AND ACT. 0 2x CRIPPLES @ (2) 2x SPF TOP PLATE 1 FLUSH W/ TOP BLOCKING INFO A 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 LO FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER () () 2d TOENAILS. 1 SILL PLATE W/ 2 1 I •° SURFACE A 2x4 #2 BLOCKING • THAN 4 FEET BUT NOT E A• OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) '� A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2 CLIP EACH SIDE 1 1/2" CLIP TO SEE PLAN .. .. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x IS BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB ----------------------------------------------] G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO .°. .. �i 1/2 GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d • NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED •• SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL ' •° VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4 x2 �— TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4" TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 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 A SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD 2 2x8 OR 2 2x6 TOP 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 oeu' o o'do o' OF CRIPPLES IF LONGER THAN 8" o P. 2 - 2 x 4 SPF 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 ( 2 2x HEADER TO SIT CLIPS) NAIL BACK LEG OF CIPPLE TO ( ) 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 NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER! STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER NAILING AREA (TYP.) (2) 2x HEADER o G MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE i CONNECTION A� SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O EXTERIOR HEADERS (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. 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 W/ (2) 12d TOENAILS TiB (2} 10d TOENAILS AT EACH END OF / 2 / ,— 1 1/2" (USE SP8 FOR 2x8 () 2 x #2 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 ;• SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. I WALL) @ 24" O.C. SYP U.N.O. �I EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER 2 - 2 x 4 SPF JAMB CONDITION OR IF BUILT-UP () 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET i (BLOCK SOLID) STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SEE PLAN FOR 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE I' i i 2 x 4 #2 SPF STUDS g O INTERIOR HEADER 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 H E A D E R SEE PLAN E F TYp F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft 2 2x SILL PLATE O 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 TAPCONS OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT o.°.o. o.`.o, o.`o. o.°o• PROVIDE BLOCKING g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ti a TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. �� ` � *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B • SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING STUDS w/ (2) SIMPSON HTS20 w/ MATCH JACK AND EXTERIOR ATTACHED PER NAILING SCHEDULE tj HEADER CONN. �a 2nd FLOOR (24)10dx11/2"NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION, DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) x ( SIMPSON SP4 w/ (6) 10d 1 1/2" USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER 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 HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/C F�-�, 2x CRIPPLES @ 16 O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIORHEADERS<�TF h• SILLPLATEW/ 12d TOENAILS. ° p �2.I-g 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB () (2) OPENING LARGER THAN 4 ft (2) 2x �' 8T TOP SPLICE tilj� Op (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 OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ° ALT. HEADER ANCHOR IS GREATER THAN 4 FEET �• LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON g LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). • • SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ° 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO ° EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS �;; W/ (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 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] 10 TOP PLATE SPLICE DETAIL 9 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N O 1161171) d N M i0 O 1 fl N r W N 3 == w �E 3 as R Co sr C� E 0 i 6 i 011 1 1 1///js VJ�a,�`t111 fi O� U&; F L O �,.°•°• AESSiONP��,�\'\�� 1 ///llll11111111�� To the best of the Engineers knowledge, infonnation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as 'W �E NO N o N W C N r ��o� N co yy0� aj M 4 ;k IL Q C J LL W o ��LL Lu Z — -O IL Y o .Lt o W 7 'W N (O W '2 & O p^j 67 W � m W �n N V J Z O U U O W ❑ E3 z N M og a J E3 N z a � � o a-, c6 w —� 0 ) o V) O w �� CD U o w r-- J 8 m! ` sm co Li o00 0 �® N e� o M M � 4 55 2 Z z 2 Eca-E =o ooaL >� ca 8 wz ❑a to E �0. 0o Sz L << az oW wZ Vi Q az , m0 z LL z J W� 6 W zw a o z o W cn lS 5 o� az = J 0 w F U 0 ¢17 M 2 ¢ 2 O - U O > Ln J Om � � r LO Q 07 I'► o (n 0 N oo LO M � 7d) M O ' \ T b L / r Q L E � M (n � o z E T (n E a @ d U Q p JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. D2 r 0 v 0 a� tZ 0 u7 Lo 0 0 a N N L0 0 w 0 I z Q v Cr) 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 TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4%1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described In Section R7O3.4. B ,. 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 R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER O EXTERIOR 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 O of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z BARRIER SEAL TOPS OF JOISTS 1A WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or UNDER DECKING SUBFLOOR (SEE DETAIL WP07) - other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING - T- horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The HEAD FLASHING TIE-IN IaysTRuxel No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and her �. cut, fold ri temporarily securere weather weaat 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 ,� R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade BE USED. 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 2 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED EINDOWING ■ 1 ING■SELF-ADHERE1 FLASHING ■' Exception: Where barrier has EXTERIOR DOOR WRTHDDEGKHSECTION A CEMT. FINISH SILU PO SHEDLF/ CH MNEY SHOULDER the water -resistive that is applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING ,I 3/4"-V 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 manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied 12 MIL DRYLOK CMU -MASONRY BLOCK FLANGED WINDOW UP JAMB L USE LIQUID NAIL BRAND (SEE DETAIL WP01) OR EQUAL WEATHER PROOF CAULKING membranes used as flashing g shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL Oj COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ ��° (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOWBUCKTO ° EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the a of sealant. Fluid -applied membranes used as ppp pp OUTSIDE EDGE OF ' MASONRY WINDOW BUCK ° VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings e 2)SEALANT JOINT ° ° THRESHOLD O shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF 2 a WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED PER CODE N,° ° SELF -ADHERED FLASHING U / finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with or more of the 6) TOOLED SEALANT REQUIREMENTS `/ 2 one BEAD BRIDGING following: CLADDING AND WINDOW FRAME 2 SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, r for applications not addressed in the fenestration g 0 pp 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 _ 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 O. SEAL TOPS OF JOISTS DECKING �+ 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for BOTTOM NAILING 8 UNDER (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGEJ 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 ■ I SELF -ADHERED FLASHING ■ I 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 APPROVED Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOUSETHING WRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4"CEMENT PLASTER ° c� 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE ° ° ° ° ° 7/8„ Cement Plaster "V' SEALANT SOCKET WITH JOIST ° a 4 ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ° ° ° ASTMC926 in accordance with SELF -ADHERED FLASHING ° o °ASTMC926 oil 2 °° Felt backed metal 3" MIN e lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 2 O 5 Building Paper �;�� Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ■ , SELF -ADHERED FLASHING ■ FOUNDATION WEEP SCREED ■ , sheathing ; : Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - - - - - r1 - �� Installed As Per Manufact. Specs. PRODUCTS DETAILS TILE FINISH- I� STRIP OF SAF LEGEND I 1 SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of �cauk bottom F- DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT I Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 112" DUROCK Lu j I BARRIER (WRB) - - - - - - - I - - _ Il BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- SELF FURRING (SF) LATH 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ h PLASTER ACCESSORY 'OSB', Sheathing Installed As Per I _ SF LATH SHEATHING, PLYWOOD, DENSGLASS ® Manufact. Specs. V-4" PER PLAN z I Detail Instructions 1'-0" PER PLAN j I j WRAP DP WRB ONTO I- THE VERTICAL „ 1/2 Cementitious Refer to the number marked as I ## in each detail that corresponds to the I 1 SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: I: FLANGE AS AN AIR in accordance I II BARRIER I with ASTMC926 � ®,. All inside and 1. Install self -adhered flashing in order as shown by numbers F-- ----- 8" CMU SLOPE I I I-u2" INCH FLANGE ®•o•• . ®® .°®®° over wood 2nd •®°®° outside corner will floor 2. Install flashing and weather resistive barrier to form water shedding -�- J I ®®•®®®,® need to be miter laps Q ° a 4"OR8" CMU ° _ - ----------------- ___--------------- ll I ° cut and caulked all 3. Self -adhered flashing can be substituted for building paper AT DEPTH) (PER ) H z z 1 I STRUCTURAL FRAMING '`®•o.° ®•: buttjoints need to ° ®,° o ®•. 4. Split the release paper using the ripcord (Split release on demand p p p g p ( p ' FILL WITH GROUT I� a g g a i _" �,d ;i � ' ° ®°®,° ® •®°• becaulked using ®i ° ° embedded in the adhesive layer) - for ease of installation and to - STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts a ° ° d a- THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and ° 2 U) - - - - - - - - - DO NOT SEAL. CONTINUOUS BACKER --- ---- ---- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" U ROD & SEALANT DRIP SCREED PLASTIC ; I Minimum) ° SLOPED MUD BED ° LLJ _ LU ACCESSORY I I BOND BREAK WRB I I 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to 8 ° ° ° H Cl) w o i SF LATH fit flight to Q VINYL SHOWER PAN 11 I corner a ° N ° ° d () I 8. Mechanically fasten as necessary ° -J ll ---------- ; --------`------- ; ; SLOPE ° - I The building paper and metal lath must be Cement installed over the top of the weep screed. PLASTER STOP Plaster a A US BACKER ROD over block a 4 Q a & SEALNAUN 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER ■ , SCALE: NOT TO SCALE 012 N O N ucs o - > W C C- C 'R CJ M m C >C y R O &* N O 1p = =Q � 3 � u � =E Cl- 0 CV LO 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W QpN v EE V N a, o � � C N r• fid Q N O ik M LLL � w a � m c 0,1 CO y@moo W 0 ILaNm Z Do 0 m w �, M Z a � Z w' N O U 0 W ❑❑ V M N N c7 O O Z N Z o 6d � Q J ca- N N Z v v 4-1 FEa O U W o U W J E U o m c rn o Z w Q0 J o,Z , Z � W o z o Z o o- m V oz 0® oa H rp 0. Ma ?0 E az °Z co t ao ¢z dZ Wz Ui ¢z a°z m0 Z C m J xQ Z MW � m Zz Z v� T ap LL <Z R Z N W CM0 ¢ o o� r �3 CID w zl¢ 0 3 Lo J O d" is c� CM Co Lr) r LO DJ.. (n N .2- rQ Ln a� zCIO M \ Lf7 o z E 1- c a E U 0 Q ig ° JOB NO: 23-06109 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets i1 J Gaalgei 4-112'x 4-112' x2-12' fT SaCk Cress Support {May be gut to Wy S Anchor Schedule Right Bracket (16 Gauge) Bolts 1 j2,r Dia. A325 GaIV. t�yi 0 00 rk 14 Stiff -Pail lit Screws 10-5/$11e.. AFC UNt SuttDrll Edge i Hurricane Strad (Tyrtica[341 front) Vp'ashers °ti Front Cross Support Self-i otkirtg Nuts (May be rout to Lill) Left Bracket (16 Gauge) 11114 Self [Irk➢trig StrewsThru Bracket Back Cross Support Into AIC Unit Batton Side (Typical: 3 each dole for hurricane use) 'oft rs, An111146wri sn leu"Ituna JA'a: frnovt'•w toil. a'9LI1 A ttVYG t kw ar- I AI" &W Drawing avAllt file uplan rcyuset Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 17J1612D21 Cod. Emily or Data Date Date Pei,tllhg site ]yogi 'lot. Manufacturer. .Contact Enalneer& Llcanse Validated By validated 8ubm1 FBC.A 1421 Approved Status ARiratbn 2020 Smart Vent Products,. lne. Michael Graham Harms.F. Nore , P.E. Look* 8-don P.E. 12mst2020 12/182020 1212wi)20 'Appravad Category, anticlural Components (877) 441-8368 FE-73Tr8 (3m) 300-1800 Subcategory: Products Introduced as a Result.of InfoSgiatventoort Technology Zw mpllenee Method: Evaluatim Report froma Flodda Registered Architect ora Licensed Florida P1Messbnai Engineer 8�2.RH"Flroducifs- ralalltyAssurance AtxlroyedforUse Approvedre, Use, Impact pasha, Seri#. Product Model. Number or Name Product: Description Contract EXpiralian Dale in.HVHZ. Outside HVHZ :Resistant Pressura 1 SmadV !1,1el #'154D510 Dual Function Flood and Ventilation Vent 72r312023 Yes Yes WA .1001-100 2 SmadVent Modal #1546511 Duel Fundim Flood and Ventilation vent 12ra12023 Yes Yes NIA N00l-100 3 SmadVent Model#1540.520 Insulated Flood Vent 120112023 Yes Yes. NIA -10061DO 4 SmedVent Model#1540-521 Insulated Flood Vent 12G112023 Yes Yea NJA 11001,100 5 S.Vent Model 41540-524 16&quct;G..ga Door Flood Vent 1213laO23 Y. Yes -WA WA 6 S.hVentMade: 01540-570 Wood Wall lnalaletlFlood Vent 12r3V2023 Yes Yes NIA +loom 0 7 SmarlVant Model #1 S40- 74 %Sliqud: Garage Door Flood Vent 12/31/2023 Yas Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application.Detall Page 1 al ,n4f2021 Code ability Or DoN, "_a, Vetependmo cote Maine Iranian marerfadurer Contact Endinaw &Licenseya"ll By Validated Submitted FBC Aria -I Approved &letus Revision 2020 Drexel Metals, Inc. Jason Shumare ZacharyR. Priest Locke Boyden P.E. 081IM020 O&TI 12020 Oanottoal, IW132g20 Approved Category; Roofing (502)303-1511 PE-74021 (334)300-IWO Subcategl Metal Roofing. IshumetaQdrexme o.m Compliance Method Eva"lon Report from a R.W. Registered Arohite i ora Licensed Florida Professional Engineer FL#i7879-Ra,widducts Quality Assurance Approved for Use Approvedfor Use Impact peeWn Slog ProtluM Model. Nlanb@r or Name Product Description Contract EtmlratloeD90 nH- outside HVHZ Resistant Pressure 1 Drexel Mete"Roofmg:Sys[em5 OMGy 90NS;. DMC 15088: DMC'1755, OMC 2005: 12i31r2025 Yes No. NA +oF18a OM05V -. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2 .r4 3 eroz3 Code entity:o Dole Date Date Pending C""'. T t Version Manufadurx Contact Snorneer3 License Validated By Validsd Submitted FBCAobravat Approved Status R-lel- 2020 Therma-Tm Corporation Steve Jasporsa, Lyndon F. SOhmldl. P.E Ryan J. Nng, P.E. 04/152021 12/31/2020 04t22Ra2f OWW2021 :Approved Category: Exterior Doors (800)843.7628 PE-43409 1813)767-6555 Subcategory: Swelphg Extort" Door Assemblies sjasPMson�thermatru.c Compliance Method: Evaluation Report froma. om - Fonda RaglsteredPrchitect or a Licensed Fldrids Professional Engineer Ft�20765-R Prodrmts QgalrtvAssurarn, Awrovedfor Use Approved for Use impact Design eery# Product MadeL Humber or Name Product Daaarbttpn Corirecl LSmiratl-Date !it HVHZ Ontario HVHZ Resistant Pr...ure i e.Thaona-Tru Fher-Classic and smooth -Star Nomnal68#39:88laotimpactliquot: Opaque 1213i2026 No Yes Yu WA Compost. Edge. Fberilin. Single Door flnewing(Out-Ing: X configuration) 2. b. Thera-Tru Fiber -Gras 1-al Smooth -Star N-h,.l 6&439.8 & d,';RP..t&quM' Opaque 12,312026 No Yes Yes WA Canptlsite Edge Fiberglass Single Ooa.!vlih Sidefite(s) onswing70Utswing: XO. OX or OXO ronfiguratois) 3 t.Therma:-Tru Fiber -Class is and Hmoom-Star Norm lnal6&#398'&giottmpact" Opaque 12/310025 tie Yes Yes NIA Composite Edge Fiberglass Double door with or with-wtSwelifes i,l-inglout 'swing; XK W OXXO eonapuradons) 4 d. Tneima-Tru Friar -Classic -and Smcah-Star Montreal 8&#39.,0&qud:hnpeM&quit: Opaque 1W31/2026 No Yes Yes WA. Composito Edge Fiberglass Single Door M-In fcutswl 'Xc 11 uralon 1 9 n9. 1 ) 9 5 e. Therma-Tru her-Classioan -BI r FI dSmmM a Nominal 'tin art amv 8#399 a[ of O 17/31/2028 , � P &qu pique Mo Y es Vas WA Composite Edge Fiberglass single Doa an SIdelHe(s uta In :XO OX.,OXO 1 tIns,en9l09. ecofguraions) 6 f. Therma-Tru Fiber-Clsstio and Smooth-Star Nominal 8&#390&quat Impacl&qudi..Opaque 'I?139J2026 No Yes Yes WA Composite Edge Fiberglass Double DoSrwith or without 8dollies fin-ing/O eaing; XX or OXXO corliguraZt) 7 g. Theona-Tru Firer -Classic and Smmlh Spar Ncrdnd 68#39;8&quotenpaNBquot Glazed 12131/2026 No Yes Yes N/A Composite Edge Rbergi es Single Door (Inswingloutshing;X configuration) 6. h. Them a-Tru Fber-Classlaand Smacdi-Star Nominal 6&#39b &quit Imped&quot Glazed 12Pd142026 Me Yes Yea N/A Composite Edge Fiberglass Single Door a:ith S9delite(s) lnswinglOunwing. XO, OX or OXO configurations, 9. I. Tharma-Tru Fiber -Classic and Smoorh-Star Nominal 6&#39:8 &quot knpaa&quM: G ued IM112026 No Yes Yes NIA Ccmpgata Edge FlbegI.,s Double D.cr In or without SltlelRes tins..inglOutsaing; XX or OXXD ccnfigurationsl 10 j Tharma-Tru F"bM-Clsssic'and Smooth -Star H r r-I8&#390&quo) rnpact&quct; Glazed 1W312026 No Y. Yes NIA Composite Edge Flberglass&ngte Door (Inswing/Outsaing Xccnlguration) 11 KTherma-Tru Fiber-Cesslcand Smooth -Star Mahal 8&#3g0&qualmpad".Glazed iW1121326 No Yes Yes N/A. Composite Edge Fiberglass Single Doarwlh SideiBels),I in-Ing XO; OX or OXO. csnfgur 1 on. 12 I, There-Tru Fiber -Classic and Sm.&h-Star Nalvnal 88#39;0 &qua Mpaa&W otOlazod 12131rz026 No Yes Yes WA Crxnposlta Edge F"hergless Double Oaowlth or without edelkes (Inswying/Outewng: XXcrOX(O configurations) 13 in. Thera-Tru FIlb-Classic: and Snrooth-Slav Nominal 6&#398&qugtlmpect&qu t. Glazed 1=12026 No Yes Yes N/A Molded Open Composite, Edea Fiberglass Single Door (1-filgMutswing' X configu effon) 14 n-Themla-Tru Pile-Cliosre and Smmth-Star a 1 26 Nominal B&#39.8 &quot hnpact&Wet. Oleetl 12n rzo No Yes a yes Na A .. voided w Composite Edge Rber ss Bin OP �e . og 9N 9Y Door with Owed Molded open. Sidartene) (Inswing/Out-Ing,X0 OX cr OXO caned rations) 15 o. 7aomis-Tru Fiber-Clessleand Smooth -Star Nominal 6&#3388quot.mpuot ad&qGlazed 12)31/2026 No Yes Yes NIA Molded Open Compasit, Edge Fiberglass Double OW with-ithout Glazed Molded Open Sidelines (R awingfOUM41rg XX M =0 eoidiguretims} 16 p. Themes-Tru Fbor•Classe and 5rnmth-Star Nominal 6&#N:8&quM:impaa&quo1: Opaque l=ln026 Pro Vas Yes N/A Crmposhe rues Rbarglasa Single Doorwlth Molded Open SlddReis) (Inm.9ng/Outswing: XO. OX or OXO ..ndgu iaif-.). 17 q , Therma-Tru Fiber -Classic Smooth-Staz Noriinal6'88quot Impact&quot OpeWa 12f31R02 6 No Yes Yes NIA:. CtatAposte Edge Fiberglass Double Docrvllth or x•RhoutGlazed voided Open Sidafitas (Ins/IIng/Outswing; XX of OXXO configurations) Florida Department of Business & Professional Regulation Pogaloil Building Codes and Standards frS2021 Product Approval Application Detail c Code Entily or Date Data.. Data Pending to We. Vsrslon Manufacturer or Cded' Enp)naer&License validated El,st v Val ud g awmithal FM Approval Approve status R.11-it 2020 POTlndustrlta Jens. Reset/ski Miami -Dada BCCO -CER Miami -Dada BCCO -VAL 11I1942020 1012S(2020 1124/2020 Appr-d Category: Exienor Doors (s4i) 450.0100. (7667 315-2590 subcategory: Sliding Eatoner Doa Assemblies jrosayski�pgtndusMes.c Comptenca Method: Certification -Mark .or Listing om F4251-R33 Products - QuailtvAsuranee Aoororedf-Use A roved for Use ingiz5id Deii- a"44 TYoductModaL Numbarar Name Prdduct D.-Iotlon contract Explratloa Data In HVHZ Cuts]&HVHZ R-staid Pressure 9 aGOb670 tLa W Masao Impact) mnyl ending Glass Door a irl/2921 Yes Yee Yes N/A March 6, 2023 P 'F')"DUCT SPECIFICATION SHEET (02 ) As required b. Florida Statute 553.842 and Florida Administrative Code -7 , please provide the information and approval numbers on the buildin components listed below if � y p p they will be utilized on the construction project far which you are applying for a Category/Subcategory Ma. nufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. e ■ ERIOR DOORS ITherm lFiber-Classic A. SWINGING aTru and Smooth -Star I�iOI!�!-I �# � MP CT) FL204+61 1 +... 87.0/-67.0 psi 12I31/2028 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0468 +67.0I-67.0 psf 1 /31i202 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +30.0/-80..+0 psf 1 /31/2026 Br SLIDING MI Windows and Doors Series) 420 FL15332.1 - FL15332.5 +40.0/40,0 psi 12131/2024 PGT Series 5570 NOA 21-0205r 03 +38. 7/-38.7 psf 4/ 14/2026 Pella Corporation FL2646 C. SEC11ONAL Wayne -Dalton Series 8000/8100/8200 #1105 �� X) FL8248r3 + 31a0/-85e0 psi 12/31/2023 Wayne -Dalton Series 80010/8100/8200 #1123 (1 i6 7) FL8248.10 +30.0/-33.5 psf 12/3/12023 Wayne -Dalton Series 8000/ 100/82 0 #1124 (16 7) FL3248..11 +34.41-38.,3 psi` 12/31120 3 D. METAL LOUVERED D S Curries Division of AADG1 Inc 807T707„7271747fand 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/20,25 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +80.0/- 0.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2 25 Pella) Corporation Series 10/20 FL11206 +35.0/-35,0 psf 6/17/2027 Fella Corporation Pella 10 Series FL1+6603 + 80.0/-50.0 psf 8/22(2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351e1 +5&0/-55.0 psi' 2/1612024 Pella Corporation rP Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +80.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 413012025 Pella Corporation rp Series 10120 FL 94 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 512512031 D. MULLION MI 'Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL281.1 NIA 5/2 2026 E. OTHER 3. PANEL WALL A. SIDING games Hardie Building Prod. Cempiank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 SOFFITS B FFIT Alside Solid and Vented Vinyl Soffit rrt yl - FL15272.1 FL15272.2 + - 75.0/ 75.0 psi 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL18544 R5 +54,2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B U ENS . NDERLAYM T amk for Shingle Roo T o � 9 151b Felt Unideria mend y FL12328 N/A 8/2/ 23 20 Plyg lass USA, Inc. 1br Tile Roo POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D+ ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918+1 - FL18918.4 NI 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomancof Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E, ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.15 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, inc. DMC 10ONST DMC 150SSt DMC 175Se DMC 200S1 DMC 5V FL17879.1 +0/-180 12/31/2025 5e SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17889,1 NIA 1.2/31/2023 6• STRUCTURAL COMPONENTS A, 'l/'ji/OOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Com p AI Truss Plates pine p FL1999.1 - FL1999.4 N/A 12/31/2024 MlTek industries, Inc. Truss Plates FL2197.1 - F L2197.5 NIA 12/31/2024 C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL,, PSL, LSL FL8527.1 - FL6527.5 Nil 10/31/20.23 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630..15 Ni 9/11/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 Theproducts listed below did of demonstrate onstrate product a rorral at plan review. I understand t a e produ s w n e p pp p de d that t the time of inspection of these products, the follovring information must be available to the inspector on the,obsitet 1) copy of the product approval, 2r p p ) •1-r N c _ Florida Department of Business& Professional Regulation Pagel of (%) Building Codes and Standards lrr2022 Product Approval Application Detail 2 -F--# Code Entity o out, Date Date Pen Ina Date Throe Version Manufacturer Contact Engineer&License Validated av validated u 'l ed FBC Approval Approved Status CZ (3) Revision 2020 Therma-Tru Corporation SteveJasperson. Lyndon F. Schmidt, RE Ryan J. King, P.E. 07/23f2020 07A2120M 07120rMD 1011WO20 Approved • � {j•�� Category: Exterior Doors (800)843-7628 RE-4340g (813) 767-6555 ^ V SulbCategOty: Swinging Exterior Door Assemblies, Spas ... onCthermatm.00 Y^�` CZ Compliance Method; Evaluation Report from -a inW (� & V Florida Registered Architect or a Licensed Florida Professional Engineer O ' FU120470-R3 QJoduinx : 0 • L (W Aualltlr Assurance Approved for Use Approved for Use Impact Deal O Seg # Prodlad Model. Number or Name Product Description Contract Expiration Date in 14VHZ. Outside HVHZ Resistant Pressure �/7�t O � �R 1 a. Therms-Tru Fber-Classic and Smooth -Star Nominal ®&#39,8 "m pagt&quota Opaque 12131/2022 Yes Ye5 Yes NIA CIO O � L� Composite Edge Fiberglass Single Door t:•i `V O (Inswng/Outswnng;X configuration) !� 2 b. Therma-Tm Fber-Classic and Smooth -Star Nominal 88439;8&quotlmpact&quoi, Opaque lnl/2022 Yes a Yes Yes NIA=' .cn -0 E O Composite Edge Fiberglass Single Door with t . ® A) L L Sidelke(s)(InrwinglOutswing' XO, OX or OXO '® (n V/ �a 0- configurations) ,.. _. co 't 'C7 •� t�,%,% O 3 c. Tharrr�-Tru Fiber-Classicand Smooth -Star Nominal fi'6 &quotlmpact&quot, Opaque 12I312022 Yes Yes C"� LF� �# Q compositeithouEdge Fiberglass Double Door with or L .e�.,a r n without Sidalitas (InsvdnglOutivJing; XX or OXXO o d L\ configurations) R. 4 d.Therma-Tru Rher-Classic and Smooth Star Nominal8&#380.&quotlmpact" Opaque IMI2022 Yes � Yes Yes CItA-% N Composite Edge Fiberglass Single Door = . •C O' Z __. (Inswngfoutowng; X configuration) --i H C a- 5 e Therma-TruFiber-Classic and Smooth -Star Nominal 8&#39,0 Bquctlmped&quid; Opaque 12J312022 Yes. Y Yeses 4aYA= Composite Edge Fiberglass Single Door with ) configurations) nfi gurat QnsYdnglOutsmnB XO, OX or OX0 tv configurations) 6 f, Therma-Tru Fiber-Clasalc and Smadh,Star .Nominai 8&9380"lmp2ct&quct Opaque 12/312022 Yes Ye Yes 3.SpA CD Composite Edge Fiberglass Double Doorwith or 16i 1^J. C without Sidelites(Ine&ingtOutswling; XX or OX K0 - canfiguraii-i y O 4 T g.Therma-Tmflbsr-Classic and Smooth -Star Nominal6'&&quotlmpact&quct;Glazed 12J312022 Yas 'Y Ye= fAIA-� Composite Edge Fiberglass Single Door 3 i pnswing/0ulswing;:Xconfiguration) t0 41 .0 8 h, Therma-Tru fiber -Classic and Smooth -Star Nomindl 8&#39 6 Aquot lmpact&quot Glazed 1213112022 Yes Yes do 7 •t)A 4,i sir Composite Edge fiberglass Single Door rrith C p adelita(s) (Insn nglOutswing; XO, OX or OXO configurations) 9 9 i.Therma-Tru Fiber -Classic and SmoothStar Nominal 8&#39.8.&quotlmpact&quote Glazed 12131121722 Yes Yes Yes I•AC Composite Edge Fiberglass Double Dow with or without Sklellies:(Inswnng/OutseNing XX or OXXO Q 4 configurations) tf1 t..1 10 j.Therma-Tru fiber -Classic and Smooth -Star Nomin8l8'o&quottmpact&quot. Glazed 121312022 Yes Yes Yes NIA o Composite Edge Fiberglass Single Door a- (lnswingrOutswing- X configuration) 11 k. Tharma-Tru Freer -Classic and Smoolh-Star Nominsl 8&#3B,o &quotImpact&quat Glued 121312022 Yes. Yes Yes NIA Composite Edge Flberglass Single-Doofwith Sideica(s) (InswinglOutswing: XO, OX or 0X0 configurations) 12 I.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&09:0&quctimpact&quo4; Glued 12JS112022 Yes Yes Yes: NIA Composite Edge Fiberglass Double Door with or without Soalites(Inswing/Outawring XX or=0 configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#386 &qu0t;lmp2Ct&quot, Opaque '12J312022 Yes: Yes Yes N/A Composite Edge Fiberglass Single Door wAth &quot{Non-Impact&quot, Sidelits(s) (InavringlOutwrring; XO, OX orOXO configurations} 14 n. Therma-Tru Fibar-Classic and Smooth -Star Nominal 6'8 &quotlmpact&quat Opaque 121312D22 Yes Yes Yes NIA Composite Edge Fiberglass Dou ble Door. with "Non-lmpact&qugt. "sidelites (I nswdngloutsw itg; OXXO configuration) 15 o.Therma-Tm Fiber -Classic and Smooth -Star Nominal 8&#39,R&quotlmpad&qupL Opaque I?J3112022 Yes. Yes Yes NIA Composite Edge Fiberglass Single-0oorwith &quotNlon-Impact&quid; SWelite(s) nswin IOutswi -XO OX or OXO con ur s atlon g rig. Rg ) 16 p Tharma-Tru Fiber-Classicanti Smooth -Star Nominal a&939,,D. 8quof,lmpect q"u.otDpapua ]21312.2 Yes Yea Yes WA Coinposits Edge Fiberglass Double Dow with "Non Impact" Sid eltes.(InswinWOutsWRig; OXXOconfl uration) 17 q.Therma-Tru Fiber -Classic and SmoothStar Nominal B&M,8.&quotNon-Impact&quota Opaque 12J3112022 Yes Yes No NIA CompdsHe Edge Fiberglass Single Door (Inswing/Outawmg; X configuration) 16 r. Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&939,8 &quotNon-I mpact&quot Opaque 12J3V2022 Yas Yes No NIA Composite Edge Fiberglass Single Door with Sol (lnsWn910utsWngXO;. OX or. OXO configurations). 19 s. Thwmra-Tm Fiber -Classic and. Smooth -Star Nominal 6'8&quot Non -I mpact" Opaque 12J3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without SldetNes (Inswing/Outstoirig; XX or OX}(O configurations) 20 t Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#390:&quot Mond mpacAquot; Opaque: 121312022 Yes. Yes- No NIA Composite Edge Fiberglass Single Door ilm"InglOutswnrg; X configuration) 21 u.Tharma-Tru Fiber -Classic and: Smooth -Star Nominal 8&#390&quot Non-Impact":Opaque. 12MV21J22 Yes Yes No NIA Composite Edge Fiberglass Single'Do 'th Sidelite(s) (IrlswinglOulsy ing: XO, OXa OXO conflouration.1 22 v.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0&quot Non-Impad" Opaque 12131 M22 Yes Yes No NIA Composite Edge Flbarglass Double Door vutln or without Sideldes (IrrswnrgtOutswing; XXor OXXO. configurations) 23 w. Therme-Tru Fiber -Classic and Smooth -Star Nominal 8&if A "Non-Irnpact" Glazed 12J3112022 Yes Yes No NIA Composite Edge Fi bergless Single Door ,(InsWitglOutswma XcordigurSoon). 24 x. Therma-Tru Fiber -Classic and Sr -tooth -Stair Nominal t}&#388 8puotNon-Impact&quota Glazed 1D3V2022 Yes Yes No NIA' Composite Edge F berglass Single Door with Sldelke(s)(InsWngt0ut;Wng XO, OXor OXO. configurations) 25 y. Tharma-Tru Flber:Glassicand Smooth -Star Nominal 6'8"Nor Impact&quad Glazed r21312022 Yes Yes No WA Composite Edge Fleerglass Double DoorWth or - withoutSidelites (Inswing/Oute wing; XX or OXXO configurdons) 26 z. Therma-Tru Fiber -Classic and Smooth -Star Nominal E&#3g;0&quotNon-Impact&qua1; Glazed lW31nO22 Yes Yes No NIA Composite Edge Fi berglass Single boor lO 0r&Wngutswing; Xconfiguration) 27 za, Therma Tru Fiber -Classic and Smooth -Star Nominal &'0 &quotNorrlmpact&quaff;. Glazed 121all=2 Yes Yes No NfA Composite Edge Fi bte glass Single poor with Sidetke(s) (InsiWngtOutsmng, XO, OX a OXO confguralons) 28 zb, Therma-Tru Fiber -Classic and Smooth -Star Nominal 8809O8quot;Norrlmpu4&quo%Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inswingl0utswing; XXor OXXO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of IFd2621 See$ li or Call Date Date Perlin. .Date Tevirdan 1411nuacw9r C....I. ... Validated V IIdM 1Su fBCAaorovl Approve iltaai R.,Aefon 2020 MI Windows and opera Brent Stringer Lta; Roberto Lamas Steven M Wch. PE 10/0rd2020 101062o20 IOff W2020 IZMM020 led Category: Exterior Dears (7171365-3300 PE6259 q 717) 317-5454 SubCategory: String Exterior Door Assemblies bsdlingarb_m1nw1_eom Compliance Method: Evaluation Report from a Flodda Registarad Architect ore ' Upansed Florida Professlwial Engineer PLO 542AS Products Quallov Assurance Aoproyedfor Una Auorovad for Use Impact Dealor, Sea# Roduct Motlel. Number or Name Product pescrinton Contract ExWratlan Date I�tt; Outside HVHZ Resistant Pr re 1 BERLE5=I"IMINIIM SGD SERIES 420 ALU MINUMSGDOXO 12,312024 No Yes No NIA 145-3148quotx8O&quot NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX XO,XX 171312aa4 No Yes No WA 86&qud;x80&quit; NOPI REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES egg ALUMINUMSGO REINFORCED OXO 1ZGIY2024 N. Yea No WA 145-314MUot xg6&quota 4 SERIES 42QALLJMINUM SOD REINFORCED. SERIM420 ALUMINUMSOD REINFORCED OX 1WIM24 No Yes No NIA XO. XX96&quptx%&ggot: 5 SERIES 420ALUMINUM SGD REINFORCED SERIES 420ALUMINUM SOD REINFORCED)= 12r312024 No Yes No WA 143&gootx964quot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applic ation Detall Page i of 3 11912071 S s ��`�rh�+�`��"e��' ��,.1� ¢� .,.'e.,.-_ .�f,. _ ._-_ - ,vim`_ a'�� .-.._��E� _: x. �.�is. .��k'�[fi� _ ?.�. ."•�X� ,3 .___Code Rnfiltv - Data Data Data Pandrno Res MM versl.n Manufacturer contact Enaftimr& Uteri. al ad validate! submltted PBC Approval Approved Status Revision 2D20 Wayn D.R., a a tisron ofQ-m-d Door D.vayne Komith John E. Spates JeAfey P..A.meson, P.E. 1 D1122020 090912D20 10/232020 121IW2020 Aaprwed Corporation (33D)76341111 PE-51737 (904)821-52N Category: Esterlur Doors dkomishigwayna-dalten.c Subcategory: SemGnel Extetbr DoorAssen�lies am C.mpllancs Method: Evaluation Report from a Florida Registered Architect M a Licensed Florida Professional Engineer 11LNa248-R20.Producte Quality Assurance A®ravadfor Use A omvatlfgr Use tg!2e.ILg_ sego meer Product Model. Nuor Name Product Description Contractniratlon Gate In HVHZ Outside HVHZ Resistant Pressu)e 3 80W/81DOIB200#1105 S&05;Max width. 14&#39 Max height. Glazing 121312023 No Yee Yes *31.001-".00 avertabks Ind or Intermediate s Mion to 9oW41o9/ W"1123 168439, Max width, 14&#59 Max height. Glazing 12MU2023 No. Yu Yes +30.QOF-33,50 available in top or intermediate section, 11 80OWl1]DX2DD#1124 16&#39�Max width. 148#W. Max hoot'. Crazing 121311203 No Yes Yes +34.4111-3&.30 available In top or Intemledlete section. Florida Department of Business & Professional Regulation Page 1 oil Building'Codes and Standards I IN2021 Product A roval Application Detail Approval pp al . 1(�n 4 ... §Y r= -� �. � �' '�b� k':w...� •"� ,.;,� � �-F.s t y'�Sw ��'J,ts �` a , ` -: 1 -�-rt�, q' Coda finlity or "a Date Rate Panama Data Tyciyers"bn Manurial-, Contact Enalneer&Lieense Validated By Validated Submittal FBC Agoreval Approved Status Rsv"eidn 2020 CarnesD0sim olAADG, Inc, Teri Ratay ILL LLC Troy Bishop. P. z. 1Zr1 W2020 12/012020 1D212020 App-d Category: Exterior Doors (641) 494-2813 (954) 847-0880.. SuItCategory: Exterior Door Components ton.raney�9aaeaplgy.co Compllante Method: Certificatlon Mark or Listing m F�-'i53?-Re:Rroducts :... Quality Assurance Anorovedfor Use Approved far Use yproW peslgn MILE Product Model, Number nr Name Product Description Cardraat ExoiraNml Data In HVHZ Outside HVHZ l 5ie Mart Pft,_ 1 SOT, 707,727747,757.777. and 84T Single and. Parrs of Flush, Glued. and Louvered single and pairs M 1MV2025 Yes Yes Yes WA Door's hollow metal doers - Florida Department of Business & Professional Regulation Pagel az Building Codes and Standards Irt2021 Product Approval Application Detail r•+ .Yv4�S r` e:Cs ,n- te'�'§.n-�`.,''+cWt.�-'t�'•a., ...'..rzze`�- 'K�3x'!_-.� `S�a� SS=: E' '�•"" _f ir2,b'.3'�-'y'3� S`4fs'?++--„ � ?Y�: �+ S'T� k--�, �'y9�W 1A ',T�r}+,�,: w,..�S'f f�:� �•+e'3'n.. . Coda Entity or Data [late Data Pending Date Type Version Irrenuractuer contact Eiigmeor&LicenseyN dated By Validated Submitted FBC Aopmval Approved Status RoAston 2D20 MI Windows and [)core BrentSitlinger American Architectural Steven M. Ungh. PE I Ill 72020 1IM7/2020 112772020 Approved CatotiM.-.Wndcres t71 T)385-3300 Manufacturers Association t717)317-8454 Subcategory: Shgla Hung lraIdnger4iljrd'ad.com Compllec,e M4thed: Cendcetlon Mark or Listtng :Quality Assurance Approved far use Approved for Use Imiact Design Sea # PipduM Matld. Number or Name Product Deserta#lon Contract Expiration Data In HVHZ Outside HVHZ e$ sl tgrit Pressure 2 1B5 SH 52x72 FlnPorige Frame lQSG:Single Hung 1 DID82023 NO Yes. No +6O1-SO Lerruneted Glass (D E -4--o N W z V _ CC 0 > Q O 0 0 L_ U CC m CL O CU LU W z z Q J 0- SHEET N0, PA 1.0. C_ Cn -00 Florida Department of Business & Professional Regulation Pages of 9 Florida Department of Business & Professional Regulation Pge I of I Florida [Department of Business &Professonal Regulation Pqu I fl Florida Department of Business& Professional Regulation Page 1 of I > Building Codes and Standards 10022 Building Codes and Standards Building Codes and Standards Irwi:C1 Building Codes and Standards li-0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 2 _0 Code Entity a Date Date Daft Pending Date CU im Version Manufacture Cantrucut Validated B Validated Submitted FBC Approval Approved statu 211111 U. Am Date Pendinni PAP, Code Entitycr 090 Ewe Dale Philldl Code Entity or Date Date Date Findin ii En (D Revision 2020 Thoimna-Tn� Steve J-parisno Lyndon F. S.h mift P. E Ryan J. Kingt P.E. 1CL07M21 09118QD21 10113)2021 121151�021 Approved Type, voodoo Manufacturer Cents ucense Validated By Vaildided submitted P11CAwroy.1 Amansved status T Version Mistrusted- Content "itimier & Ll .. Validated Is, Validated Submitted FBC Approve? Atan-W Stiefin; V..Ip. Contact Lic.... Validated Bv viinclaold Soluttil FSC Aporoval Arimmyod Status Category: Exterior Coors, (8DO) 84-7628 PE4=9 (813) 767-6555 Affirmation 2020 PGTIndvissisks, Jan. R-ld l4ismi-Dd. SOCO CER 3CC0 -VAL 11 1,0512020 lipmmm 11111/2020 App, .. d Revision 2020 MI Wildws and says, Star Whole, Amenchin Architectural Steven M. Wed. PE 1010600213 loffiano2o 10119am Approved Randslar 2020 MI WImIms rid Doons Brand Singer America. Arch fteehinal Steven M. Urtsh, Pa 1 lJ2212020 1112WO20 11128,7020 APpmved Subcategory. ,Mnging Exterior Door Assemblies slasperson@thermatru.co C*egoTr. ysincloars (94i)486-0100 (786) 316-2590 Cata,gW. Windows 171 7) 365-33OU U17) 317-6454 Category: WhAms (717) 30-33013 M.nLrrat.- A.-Itai (717) 317,8454 CU Cn Com plance Method: Evaluation Report from a SuloGategoor. angle Hung frosmid@p9inalustifinsc Subcategory- Harizatual Show b-Aling,rMorhad-rh subcategory: Flued bsullngentgomwd.coro Florida Registered Architect or a Licensed Florida Compliance linflicul: Cocill-lion Mark Listing ore Compliance Alkithod: Cortifitnition Mark Listing Compliance Method: Cerfificimon kfad, Liating professional Engineer FILMSUS-RU Product, ZD roctsFL#2001-R7 Produ Quality h5suchunce A-r,v,d for Use ApprovedfisrUshm Impact Danden Quality Assurance Arturoved for Use Approved for Use impact Design Quality A-ranial. Ateroved for Us, Approved for Use, Inatia nealon 0 Quality Assurance ADOWWrIfOrUse AnoritiVedfOrUge Impact Desinin son a Product Model. Number or Name Product Dowdretion lin HVHZ Guithilde HVH Resistant Pressure sia"A Product Nodal. Number N.- Product 0-finfirm, Contract expiration DAD in HVHZ Outside HVHZ R.skstare Rmssaure sea 4 Product Model, Numbser or Name Product Descrinflo site IntlVHZ outide FlvHZ litesistant Ifirg-re C S" Product Modal, Numberor Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resitshimit Pressure 2 Q145500 i Large N.M. Impact) Vinyl angle Hung Wnd- 07Mr2O25 Y_ Yes Yes We. C) LL_ 1 HS W Fin and Flangs, Frarme 73.62 Glass 02/18=4 No Yet No .55/-55 1 185 PW 73X 72 Insulated GI- 04/03/2023 No Yes No .601-60 1 a. Thermul-Tru Filber,rau,Mo and Smucth-Star Nominal 6'8 8quot;Non-lmpacl&qupt Opaque 1 2)3112M NO Yes No MIA ICU Composite Edge Filborglass Single Dow CZ C) > (Inswing/Outisining; X configuration) 1l 2 b. Therme-Tru Fiber -Classic and Smooth -Star Nominal 66M;8 &quctWon-Irnpam&quot Opaque 1=11/2022 No Yes No NIA Composite Edge Filbanglass Single Doorwft Cn E 0L_ Sidelite(s) (InswunglOutmMlig; XC, OX or OXO cf) (3) L- C= 1E U) Co 3 o. Therma-Tru Frotir-Cl ... 1. and Srmb.th-Rls r Nomirral 5M39�8 Opaque 1D3112022 No Yes No NfA CD FlIbergiluiss,QOmposta Edge Double Door %%dh or -0 U) WthoutSidelites (InownglOutawng: )(XmO)= orrifigumfors) 4 d. Themosl Filbsr�Clasak, and Smooth -Star Nominal WS9,0 liquot..Num-firripacMquot Opaque 1 =112022 No Yes No NIA C2 Composite Edge riberg [am Single Door (I navAngbOutswing; X configuration) C= 5 6. Themrss,Tnu Fibar-Clashucand Smooth -Star Nommal WSP;Q &quccNon-Impacd&quat; Opaque 1213112CI22 No Yes No N/A C2. - Composite Edge Fiberglass Single Door with 11 lt� CD Sidelite(s) onsysirwoutswrig: X0. Ox a OX0 cc M W wrifigunsticrus) "1= = 6 t. Thernina-Tru Rber-Classic arid Stroctin-Star Nominal 8'0&quOtNonImpact&qu1t; Opaque 12131=22 No Yes NO N/A Florida Department of Business & Professional Regulation P.S. 1 if Florida Department of Business Professional Regulation P.'i l Florida Department of Business &Proressional Regulation = i4rasfickwr I Composite Edge Fiberglass Single Door Building Codes and Standards Irdmi ro (= imwi Building Codes and Standards Building Codes and Standards (InkinninglOutswing; X configuration) C-4 7 g. Tharmia-Tru FiberClassic and Shmooth-Star Nominal I �quotNon-lmiphaot&quol; Opaque 12131t2022 N. Yes No NIA Composite Edge Fiberglass Single Door vhth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (I mr,,ingifOurtawng; XO, OX or CXO configurations) 8 h. Therms-Tru Fiber-Claesic and Smooth -Stair Nominal 38#39;08quot;Non-Impact8quot: Opaque 1261t2i)22 NO ye's No MIA K,. Composite Edge FIbarglates Double Dow wth or Code Entry . 211.1 Dot, P.,dirals Rae cod. Entit-, EAU Get- Oat, Pandlims Without Sidellbus, ImsMirlifOulsmyng; XX or OXXO 9 1. Therma-Tru Fibe,Cilessic and Smooth -Star comilitursitums) am vrsion anuacurerCynte & Vlidated Ity Validated Submitted FQC Apravival Approved Status Ito Wroon Manufacture contact E,,In,,, aae8� Widanal sulurnitt FIsc A..."I Aprg,d status Typo version Manufacturer Contact 11 t Nominal WKS &quot',NonImpiact" Glazed 12131 =22 No Yet No MIA Affirmadon 2020 POTImiusme Jan. R-ald Miami-Dede 8CCO - CER BCCO -VAL 11)5=20 1 1 ii)5=20 1111W02o Approved Revel- 2020 MI Wihd-.,nhd peas grand M urger Luis R Lorhat. PP 'Steven st Urloh, PG 1010012020 1,006(2020 1PA012020 12115/2020 Appn,,vc! Afthringlion 2020 ithIR.-Al Miami. AOrp%= Composite Edge Fiberglass Single Door Cabag.,T. Wridewt, (9413 4613-0100 gas, 315-2590 Ct.Q.Wy! Wiuni6v?, (717) 365-3300 PE-62514 (711) 317-8454 Csiciallayc Wndoys (941) 486-0100 a) (InsWopfOutswing Xacrifiguration) S.IbCtWaa,y� Fl�.d insweltiMpgainionswerso 8.botg.rtr Will- t,shtIIrg*hQm1wd.c= a.bCI.Q.,y: J-DwOntiiingtindusal Nominal 69#39;B 6quatNon-ImpaclAqual; Glazed 12a112022 n om 10 J. Therma.TTU FIber�Cialsvicand Smodth-st2r No Yes No NJA Method: Mark Listing Compliance Madhod: rvelvatien Repert from Compliance Method: Certification Mark a Listing Composite Edge Fiberglass Single Door ,uith V Uwai -im Prods Sideffle(s) inaWinglOuinswug; XO, OX or OXO Pr.di!q% nieervp CL acrtfigurations) = E 11 k. Thermus-Tru Fiber-Cl-ic and Smooth -Star Nominal 6&09:8 &quotiMun-Impa,fraquat Glazed 121$112022 No Yes No MIA A--,dfU- A,iroy,d for Use unroact Desks, Anocionseltmiders A- ... d Us, Impact mano Composite Edge Fiberglass Double Door Wth or siang P',adart Nodal. Iltarbour Neume Pnodoulk Doserlisill C,rftac( Excitation Pat in HVRZ outside HV Rslutint Pressure sea# Product Model. Number or Name Product DOWID1101h Cograd Extilratlon Date MOZ Outside HVHZ Inst &�- Without Sidelities (InsavingIOUts,ving: XX or OXXQ 5 PVIL5520 (Large Misallus Impse, Vryf Fluted Wrd- 04W2025 Yes Yea, Y.o NA Quality Aesuranck Anchnavaid to, lbirt Averwoul for Use hernot poison I Marlons for All Dom an it Wndoe!s Aluminum Mullions; OW6r20213 Yes Yes Yes MIA C, configurations) Seem god M.". mmb.rl Iyouree Product Description Data HVHZI outsice WHIZ Resistant Pretty, 12 L Theme-Tru Fdoer-Classic and Smooth -Star Nominal 7'0 &quot]Nmh�l mpadt&quot Glazed 1;J$1 Q022 N. Yes No MIA 2 Varfical Aluminum Mullion No Yet Yes N/A Composite Edge I'llicirlass Single Door (In-ing(Outswing; X configuration) 13 Thourres-Tru Sm-th-%, Nominal 7&939;0 &qucd;Ncnl mpac*uol; Glazed 12131 0022 No Yes No MIA Composite Edge Fiberglass Sing Is Door �sith Sidelde(s) 0 neW ing/OutsmAng; XG, OX or CXO configurations) 14 n. Thermil-Tru Filter-ClatSlo and Smooth -Star Nomhal a&#39:0&quotNcmImpa&Zqu; Glazed 12)3112022 No Yet No MIA Composite Edge Fiberglass Single Door Ons�k,fngf()utswlng� X configuration) 15 o. Thand-a-Trur Fibef-Cl-to and SmDoth-Star Nomirel 8039:0&qut'M.n-Imp@ct&qut Glazed 121al=22 No Yes No MIA Composite Edge Fiberglass Single Door "M S)dislits(s) (Ir�Wnsg/Ourt_ng: XO, OX or OXO configurations) Florida Department of Business Professional Regulation I 1 Florida Department OF Business Professional Regulation Page 2 of 2 Florida Department of Business a Professional Regulatlor ae3 c1`4 16 p. Therma-Tru Filow-Classic andSmasoth-Star Nominal ti&#3�;() &quct;Non-ImphacbSquo1; Glazed 12i3li2022 NO Yes No NJA Building Codes and Standards 146021 Building Codes and Standards 1ORM21 Building Codes And standards M12023 Composite Edge Fiberglass Double Door vAb or without $ideIide5(InswInW0utssMn0� XXot OXXC Product Approval Applic atiOn Detail Product Approval Application Detail Product Approval Application Detail configurations) 17 q. Therma-Tru Filoor-Classio and Smooth -Star Nominal 04#59;8 &quotNon-Impdct&quol; Opaque 1251 Q022 No Yes No MIA Composite Edge Fiberglass Single Door Wffi Transom (Insw ng/OuteoWn; ON configuration) is r. Therma-Tru Fiber-Cleasin and Smooth -Stair Nominal Opaque 12J3112022 No Yes No NIA PA2 Entity Data Dat Date Pending Dot. cod. Emil or Dot Dons Date lionding R& Cod. Entity or ease Dad Pat, Parolln, Composits, Edge Fiblass Singlis Door ithi Vorsdor, Manufacturer Contact Enarnsar Dot- Vall,h1wid BY VW]dtd Submitted Pop Acurrevid A,,,,-d status Version Manufacturer corrt & Id,one, valdhatild By Validated submitted F13C Aguaronal Atuarqued Sidelita(s) and Transom �Inasming/Oirlhsvain GIXO, version Menotedurs, cardoot Validated IN Validated Submitted PAC Approval Junrinsiand status TV-aL Type elon, O/Ox or OJOXO wrifiguraborks) Rov5lon 2020 James Handle guiding Predicts. In, Chad Clacks V. Andrew T.a John eQuthard. RE 01/0ifI2021 1201412020 DI)DO12021 ding Fail Appn R.v�lon 2020 Atsid. Nick Thompson Lynd- F. F'.F_ kyzn J. King, P.F. OW512021 02nW2021 112=1321 001212021 APPrcvad 2020 OAF Mental Won Robert I'llominen John VV, Knozovich. PE i2?19/2022 i2?17M22 I=WO22 02107t2O23 Apploved 19 s. Therma-Tru r bea-Classic and Scricalh-Star Nominal S&#a3;8&quoLNon-Impaot&quot Opaque 1213if2= No Yes No WA category: Pend Wait$ (90D) 54M359 PE81662 (352)367-2628 C10w. Fare! MO. l330)9=309 PE-43409 i613) 767-6555 Category-. stooling (800) 715-3411 PE-50166 (954) T72-8224 Composite Edge Fiberglass Door ith Subcategory: Siding Soffits nth-p-@.Iid,.- SuIrCatepary; Asphalt Shingles Sideli*s) XO, OX a OXO Compliance Method Evitilitsban Report from a Compliance Method: Evuluallor, Report from a Compliance Method: Evaluation Report from is Continuous Head and Sill configumatioras) Florida Registered Archnse,t cra Licamned Florida Fbald. ReglatrsdAchitactor. U-sod Florida Plade RehiltonedArchiftest a. U.-tecl Florida 20 1, Thermal.Tm Fibar.Classic, and Smooth-St2r Nominal 8&#39:0 "-.N--Invasc1&qut Opaque i2f31/ZM No Yes No MIA Professional Engineer Prolrearalomil Engnew P,desounal Engineer Composite Edge Fiberglass Single Door vAth Sidelite(s) 0 nsvoingiOutswrig: XO. OX a OXO FW13192-ROProdwls, Fulki S27Z�R$ Producing 21 Continuous Head and Sill configurations) Quality Assurance Ant-yedi f., Us. Approved for Qs@ ligoett posion Aasumence A,,-" fr Use Aponoveall for Use 1111114a Deal- ClualftyAssurance Awro"d for U69 Approved for Use IM0001 Deshr, u. Therme.Tru Filber-Classic, and Smooth -Star Morning 1 6&939;8 &quct:Norh4mpac1&qupc Glazed 12J3112022 No Yes No WA se'" Product Modal, Number or Name, Product Da=IDW Contract expiration Date In HVHZ Outside HYRZ Resistant Pressure Saq 0 Product Modal, Nuarbar w Namus Product D ... red- E.W91- Dat. in HVHZ Outsid. WVHZ Resistnt Prssur. -spa 0 Product Model. Number or Name Product Dintalotion contract expiration past It, HVHZ Outside HVHZ Resistant Pressure Composite Edge Fiberglass Single Door %uft Scelite(s) QrsvAngfOutsvying. XO, OX or OXO 1 C.mpl.nk Lop &ding iib.,com.rt lap sicing 1MI1202,% Y. Yes MIA NA 1 a. &Qua:2T&quot Oofflt Vent or Sold Vinyl Saffit 12131,702,3 N. Yes No NJA GAP Asphalt Rwi Sh triples for use in F 5C nw-HVHZ Fiberglass roinlaced 3-thists, laminated. 5-tab and 1211612025 No Yes N(A MIA Continuous Head and Sill configurations) 2 HardloPlank Lop SIdIrg ilbe,sermart Imp aidin 12130023 Y. Yet MIA N/A 2 b. WotAllarce T4&nuot; Vollit Vent a Sold Vinyl sell, 12t3l=23 Yet T40 NJA jurisdictions hip/Idge .opleffhingles 22 v. ThermiaTru Fibet-Classiq and Smooth-Stirr Nominal 8&#3S:D &qw0on-Impactilquot Glazed 12J31/2022 No Yes No MIA 3 ,,, Vintage Baod.c!64�,S: Soffit Vent or Solid Vinyl Sent 12023 NO Y.: NIA Composite edge Fiberglass Single Door with 4 d &quot:ollsqut Goal Venter Sale Vinyl Sofflit i No ye I.'.' N,A Sldelte(s) (InskdinglauterWrig; XO, OX or OXO 5 &qo.t.Ch.rta, OeMqua; Sollit V.m,crSdIdVmyI Sffit 12t3l)2023 N. Yet N. KJA Continuous Head and Sill configurations) o &P-ocsupe, spsm&q.-t; Soffit Vent a gold Vinyl Soffit IVW202� No yet No MIA 23 w, Thkarma-Tru FIber-Classic and Shmoth-Ster Nominal 61039;8 &qwt�Non-lmp1ud1quoc Opaque 1 ni/2022 No Yes No NJA Composite Edge Fi1wrilaw Door Palholusyvith Vented Siddits(ii) (InwAng/Cotswing; XK XXX or X)= configurations) 24 x. Therma-Tru Fiber -Classic and Smooth-Stirr Nominal S8#S@,,0 &quetilon-Impactiiiquot Opaque 12M/2022 No Yes No MIA Composite Edge Fiberglass Door pnels vdi Vented adelite(s) (InswinglOubsoring. XX )= or >00(X confilluist.r.) 25 y. Th.-T. Floar-Cl-sleand Sminoth-Ster Nornlral 6U39:8 &qua�Non-Impactiliquat Glazed 12/3112022 No Yes No MIA Composite Edge Fiberglass Door Peners vAth Vented Sidelfe(s) OnswinglOuntswingi., )O( )=or)CM Florida Department of Business Professional Regulation page 1 ff Florida Department of Business & Professional Regulation page I of 1 Florida Department of Business & Professional Regulation Pias I of I 6onfiguratromt) Building Codes arid Standards is2021 Building Codes and Standards Building Codes and Standards 102021 26 z Thermis-Tru Ficer-Classic and Smooth -Star Nominal S&V39:0 "NchrImpac1&quut Glazed 12t3lf=2 NO Yes No WA Composite Edge Fiberglass Door panels vsith Vented Scielfte(s) (In-Ang/Olothinving XX XXXX configurations) Product Approval ApplIC ation Detail Product Approval Application Detail Product Approval Application Data H 27 za. Thwma,Tru Fibir-Classic and Smooth -Star Nominal 8MS;8 &quct, Non-Impactilquirc Glazed 12,13112022 No Yes No MIA C-pwit. Edge Fib.,g less Single Dox with 3M39,, 0 Sidelite(s) (I ns%aingrDutsWrkg; X0. OX or QXO configurations) Code Emil Rdz Data Ised. Points, Data Code Entity Data Data chose Plaidno RX2 Cod. Entity Dale Dale oute le."dirill 29 zb. Therma-Tru FlIber-Classic and Sinnootti-Staf Nominal , 6&#39:8&quat.Non-Im"ct&qu,ot Glazed JWW'022 No Yes No WA T Version M-fluirtuntr Ccuitact a Licaurso V.11dabd a, Validated subitt.d FDO ilkywhaval Approved status 7%,". Vwuso Manufacturer contact U.,mrs, Validated By validud ftbruttivel FBICA-roval status Type version afthicurectunur Contact ftille.. K License Validated My Validated subroffitad FBC App-ol Approved Composite Edge Floerg lam Double Door with R.,Ad.m 2020 TAMKQ SwIlding Products LLC Karl Edon Robert Nlemmoc John W. Khozovich, PE 1013,V2020 09129f20120 10,1212020 12115=20 Approved Revision 202a I.M. Thompson. Inc. date Thomptom Ar�ldteictural Tory Christen Zachary R, IsTlest St"en M. Urich, PE car 7r202D C911EV2020 09J2212020 12M&W20 Approved novel. 2020 Plants Modal Products Inc, Clark Jones James L_ Bucket, P.F-@ Steven M. Udich PE 0102712D20 09a5W20 10104f2020 12116f2020 App ... ed 0)0(0 Category: Roofing 017) 824-8944 Pr_50165 (954) 772-6224 metal$ company �Usuccn 013f 248-3456 PE-74021 f7l7)317-8454 Category: Rodri (904) 743-4400 CRUCK Engineering �717) 317�5454 configuration) 29 zQ, Thermo-Tru Filbor-Clattaic andmooth-Star Nominal Scim1tNon-fmioad&qut Glazed 1213112022 No You; No NiA S"I'Cat.g.ry, category! Rooffrg� twy@pomtitocdlng.com OubCategery; Roolina Accosagrie 1hot,ore an PE�31242 Composite Edge Fiberglass Single DoorvAls 38*3RD Compilamraffielhod: �Vaflklatlrn Report torn a Subcategory: RoolngAccessoriesmat areadu neaFind 11h. R.'ang system Siddits(s) OnsyAngiOuteWng; XO, OX or OXO Florida Registered Architect- Licensed Florida integral Part ofthe Pooling %stem C-Pillano.fildth.d; Eyel.W. Report from confiiiunations) Pree5sionid Engineer Compliance Method: Evaluation Reponrom a Flordis RegstanadArchitscrt or a Licersed Force 30 zd. Therma-Tru Fibar-ClareaG and Smooth -Star Nominal 8&#�9;0 &quotNon-Impaa*uot_ Glazed 1213112C)22 No Yes No NIA Engineer Composite Edge Rbrgilase, Double Door kh FW232040 Products nnee38439;0 Sidefflas (Ins,sinillOutswing; 0)= Quality Assurance for Us. ftinroyiid for Use leread Producti, condleurmorl 31 ze. Thermi FIber-Cassic and Smiroth-13tar Nominal 7=9jf) &quotNon-ImpactMuo� Shalkni, 12J$1 12022 NO Yes No NJA $a- Product herld. Number N.M Pnsducd Detaltin Onotract Exitation Ewa in HVHZ outside HVIiZ assitant Pramunt QuAllb Assurance Approved for loss Amp roved for use UUM Design Quality Assurance ApprovociforUse Approved for Use hill 22AM Sane Pradmi: Model. Number or Ham Prdt Doserltion PAR an HVKZ outside KVH Rsitnt P Series Composite Edge Glazed Fiberglass Single I TAMKO Roof Underlayments (HVHZ) Roof undailayments for use in F BC HVH7 OW612023 Yes No NA NJA 5-9 forrichict Modal, timber or Name Product Description Cthoid E,gisiration Mg 1, HVHZ Outside HVHZ Resistant Iscoueso. 3 FLAMCO &Quot:RV 10 Ridge Ventlicitict: Aluminum RIdge Vorsts for pitched foods, falvicilded i 213112024 No Yet NO NJA Door With or Without 1Wg;2 Sidelilint(s) Jurlisidetions. 1 TAMI Flat Top Off -Ridge Vent mlh Basis for Tire 20 Pa. stalli; loodvblat"Ith piffl. O9M9/2026 Yes Yes MIA WA O.M' orvivywig(Outsysing; X OX XO or OXO configurations) 2 TAIAKO Roof 1.1ink.,kaymems �NON-HVNZ) Poor unded,yrrands for use 0, F 9C nw44VHZ DGrAnU23 N. esMIA WA 2 TAMCO GeoselociltVant 26 Pa. 019/0912M N. Yes MIA -01-52.5 Jurisclictiona. 3 TAMCO Off-Ridg. Rod Vent th Bark 26 ga- state rodvemilial"th Integrated baffle 09manon Yes Yes MIA WA 4 TAMC,0 Round Top I)ff-RWge Verd,.-Ath Raffle, for Tile 20 Pa. static rotifvaefflata wait baffle 09IM026 Yes Yes NIA M/A Flo rida Do partment of Business Professional Regulation P.g. i 1 Florida Department of Business & Professional Regulation page I f 3 Florida Department of Business & Professional Regulation Psp I fl Florida Department of Business and Professional Regulation Building Codes and Standards Building Codes and Standards 11712D21 Building Codes and Standards Building Codes and Standards 3/15/2022 Product Approval Application Detail I Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code entry DW. ode Date Fardinar 2aa Entity or a& Dat. Date Pending cod. Entity or PM Dele ode Finding 291 TV-- Y-1,n Contact Ernsiousers,lijaggaile vollitsted a, Validated Suibmittecl NBC A-thi Approved status T V".o Manufacturer C-11.0 Eneurinia & U- Validated N Validated S,4-ftd I'SCA-al A,,-,,) 11106 Version Manufmiurst coulaolt Istrafrusairikustirse vadelbal 31, vallchotecl Submitted IsElCApor-ad Am. status FL46259-R311 Revision 2020 Lormanco, Welme Jkcley J- L P.r. Steven K Una. Pr I i G312M 11123M20 11t29/2020 ding F3C AW, RanAtion 2D20 Banal Ronfing Ander9on Robas [APING Unit- F2valu.floo Gsny,WW.Ilksh� 1 W3M20 1110=20 IIM6/2020 Applo,ed Revision 2020 Global Protection Pir.d.clit. LLC_ Th Robinson Walter A Tiffir .t. RE John W. Kn emich, PE 09108M20 OW812020 10)01/2020 12J1512D20 Appr-d Code in-0mr Date Date Pat& Date Status Category. R.arg (501) 983-6193 PE-31242 V17)317-0454 Ct9W. Posting (81)1) 380409i serices LLC. (205) 85"160 cadisaw. Shumars (954) 609-7545 PEIA167 (954) 772-6224 Version SuIsCianagorr. Roasing Accessories that are an a.bictag-r- Rirg Ties RobInAndersondillbor.l.. subctaeary: Storm Panel. urn.robloson@uippart- jyp Manufacturer Contact "n jagar-& Validated LBy. Validated Submitted Pending Approved Approved Integral Part ofthe Roofing System Compliance Method., Evaluation Report drea a Revision 2020 POLYGLASS USA MauryAlpert, License JohnW 1012612020 1022)'2020 FBC 1211512020 Compliance Mother: Evolmitiort Rat than . Product Emily R.Ide RegIslinsedlArchiled or. Licensed Florid. Category: Roofirig Sq54233133OSmalpert@polyglass-com Robert Nienninen Knezevich, PE TR-PDLYAL Florida RegisderodArcliftectora Licensed Florida Subcategory: PE-59168 (954) 772-6224 1-1/0V2023 Professional Engnw Engineer Underlayments FIL111402-INI Productsi, uality Assurance Aw=V" Approved for Use Impact Dolm P015076wilia a.-# Product Modal. Number cur Name Product Disorlption Outside HVHZ Resistant Phs.... Quality Assurance Arria-dfri, Use Arishmatid 1,,r Va. ta= paralm Compliance Method: QuallivAusturallee Arnmovedo, Use Approved for Use Impact Deal 1 B eixory� ShlKs. Slate, Country safe, Split 041 Friglish Flat Proffle - Denver, CO 12(31 Q020 No esWA N/A Evaluation Report from 02119 Product Model, Noorkour or Name Product Destruction I 1. HVHZ Outdid, HVHZ Rail grant Thatch &amp: mptot Diu Product Modal. Numborcr blige Prdw -aynks, Data 14VHZ outside HVHZ Pirea.u. a Florida Registered I Dki,cW&� DA-4 c,TRI-Buff Dack-Xr DA-4 L- Profit. Polypropylene ascRcc,fVant 12/10 1 �2025 No etNo -9?.51�97_5 17 smany 800 - Slate. sh6lot 4..amp; Split Shake Flat profile - gist kton. CA 1VW2020 No Yes MIA WA 1 20 Gog a Got v. nLd Steel Ster. ParalMiVI-1Z Cam Pared Gal vanind Steel Storm Panels retained 1M112023 Yes Yes yet MIA MochanleallyAthathed to Fily000d Dark. 1: S.ory $00 - Slade, Shake 4,mp; Split Shake Flat Profile- CA 1201r2620 No Yet MIA MIA or not by Ine ck s to provide hurricane pier ectior. -nsed i onArchitect or a LCL S. Flat Prfile - Storkt., CA lwi=20 No yet MIA NYA 2 24 Gage Galvanized Steel $tam PamsMHVHZ Corrugated Galvanized Steel Storm Panels relarretj IM112023 No Yes Yes MIA Florida Professional 21 Stwonyloo-Sholia. skgedemp� split Shake Flat Prall. - CA 12tNt2oz No Yet N(A WA not by track$ to florists hurricane protection. Engineer V T.J.s Etirmin. I W Hgh Pfla - Katy, TX I W3 12020 No Yes NfA N,A L- Frm. - Katy. rX iWiQ0210 No N/A NJA FL#5269-RSI Products C_ Quaigymisuriany 6ftQMM=QLUM roved for Usts Jimlad Derain &egik Product Model, Norriber or Name Product Description Contrast ENAration In HVHZ Outside HVHZ Resistant Pressure Date 1 Polyglass Roof Underlayments Rooting underlayments 1012U2022 No Yes NIA 4N/AI-622.5 1 Polyglass Roof Underlayrnents (HVHZ) Polyglass roof underaynt ents for us,- in FBC 12123r2M Yes No N/A NIA HVHZ jurisdictions. 2 PO[yglaS Roof Linderlaymnents, (non-HVHZ) Folyrilass roof underlayments, lot use in 12f23r2a23 No Yes N/A -WAI-1322.5 > FSO nonHVRZ jurisdictions. Florida Department of Business & Professlonial Regulation Page 1 of 1 Fioflda Department of Business & Professional Regulation Pass I &I Florida Department of Business & PfDi`QSS10n21 Regulation Pared fl 0 1 Polyglass Roof Undeftyments, (HVHZ) Polyglass roof underlaym ants for use in F5C 1 W23W23 Yes No NIA N/A L_ HVHZ jurladido... Building Codes and Standards in5om Building Codes And Standards V712021 Building Codes and Standards WJ21r2l 2 Polyglass Roof Uncedlayments (r,on-HVKP Polyglass roof undedayments, for use In 12123r2a23 No Yes NIA -NW-622.5 0- FIaC, non-HVHZ jurisdictions. Product Approval Application Detail Product Approval Application Detail Product Approval Application Data 11 > I Polirgass Roof Undedayments (FfVHZ) Polygass roof underlaymerits for use in F60,12123=3 Yes NO NIA N/A HVHZ jurisdictions. 2 Poftass, Roof Undedaymeritt; (nen-HVHZp Polyglass, roof underlayments, for use In 17J2Y=3 No lies NJA +WAI-622.5 92-4p Entity Calls Date Pending Dote Entity gr A* Date Date Pending P" Code Entity eOat$ ost# Poodriq 0 < FBC nt)n-HVHZ jurisdictions. Tvve Version Manufacture Contact engineer & udernat Validated By Vallgated Submitted PSCApproval Approved status T Version Manufacturer contact Boom- & U-na, Widened By Validted submitted Fac A .... V1 Ainarcorad Status Type Version, Man"andrutar Cadaet ... Validated Elv Val0kthd FBC Approval An,r,v,d Matu. I Pplyglass. Roof Undeftyments iHVHZ) Pqlyglass roof underlaym ents for use in FSO i 2123=3 Yes No NJA NIA Revision 2020 At I American Shurte rs and G less Mike Barbieri Frank L_ Bernardo.. RE Troy Bishop, P. E. 10MI2020 101451'2020 11106/,2020 1211512020 Appr-ed Revision 2020 Alpine 61 u. A L.,,,!. ICC valuaonerviceLLC William M Ronlarl, PS iOJ3112020 1 fyQ212020 1 lA512020 W05/2020 Apprinred 2OZO Commercial Concrete Producteloc. Robert 01109 Samuel A, Greenberg John Hoy 1ZM6JZi)2Q 12116r2020 12r29=20 ding FIBG Apipt, HVHZ jurisdictions. Catagoly. shutters (561) 712�9882 PE-0046549 (954) 247.0,980 Causgory: Component. (321) 710-3377 (407) 661-191� Category: structural Componrinti, (61 3) 65a-=7 PE-3045 (152) 588-5311 2 Polyglass Roof Umderlayments (non-HVHZ) Polyglass roof underlayments, for use In 17J23r= NO Yes NIA -NIAI-622.5 SubCatingory: Storm Panels tholkelboal amerloanshuttes Treat Rates Subcategory-. Produce, Introduced as,a Result of FBC non-HVHZ jurisdictions. Go mrsilance Method � E�,al ustion Report from a rs'com Cominliance Method; E,sil.saicn Report Nens"rechnolorry Florkda Registered Architect or a Licensed Florida Procud Evaluation Entity Compliance Method: Evaluation Report from a Professional Engineer FL#180"7 Florida R.glaterodArchitectat [dicaread Fl.rd. Professional Engrear 0 OuartVAssaurnmos App ... it to 11- Approvs,11 for Us. impact narrw FL9J774,R(fft0= QualuteAssuram, Approved for Use Approved for U I micaunt Deaden sea 9 Product Model, Number or Ham Product Dostrioll.. ComractEx"lon Date In 1,1110K oultalcohlym assistant Pressure star 0 Productfilockel, Numbar"Mme Pduct Dewrlption Contract Explinsficon Daft In HVHIZ Outside HYHZ Resistant Pressum I ITW 800hi,lon. Higher Strength fl4 i6amp: 3) Metal Connector %to i W112024 Yes Yes MIA MIA Anhuravaini for Us, Anumvl fur Usm khroact Doalcm I 24ga Galvanized Steel Stor,a Pares 249a Gilihnnized Steel 8t.,m Panel. 1=112022 yes Yes Yes NIA 2 ITW 13CG". Hings, Plate metal Contractor Plate I 2J3112024 Yet Yes MIA NIA _S044 Product Model. Number or Nam Product DiSalustIO, cntract Expiration Oat, In HVHZ outarlde HVH Resistant Pressure 3 ITW 13CO/Aliolne, Trula metal Connector plate 12(3112024 Yes Yca MIA NIA 1 Quality Precast or Commercial Concrete Products Procast and Prestressed Con acto Untals 0512542024 No Yes MIA NIA 4 ITW 13CO/Alpfire Wave Mahal connector Pl.. i2f3i/2024 Y. Ye", MIA NJA U) ICU Florida Department of Business Professional Regulation pask.2cf2 Florida Department of Business & Professional Regulation psigal at Forida Department of Business Professional Regulation Page 1 af2 n Building Codes and Standards 3M2023 Building Codes and Standards Building Codes and Standards 912OJ2021 Product Approval Application Detal I Product Approval Application Detail Product Approval Application Detail Lu Coca Entity w Gore Date Veto P*Q_ ode code Entity Date one Date Pending Code Entity Dee Date Date Pending 2111.1 Type Variflon Manfacturer cooled Fourin-8,1.1- Validated Hy Validated Submittd FSC Approval Apl>r-.d SaWe T_. W.I., Contest Erma- & Lk- Validated by Valklafid Submitted PAC Achnorval Aggrieved Stan.. Th"so V,,W Marodactrus. Contact Validated Ew Vardard submitted FSC Aect-al As- SausRenftion 2020 MITek mc. FAr, Viiiild.o [CC G-Writion SrAcii. LLC ICC 01,DZrA23 12J2012022 al=2023 Appronsd Review 2D20 way.M.- Ron liwlavio ]CC Evaluation S-Ica, LLC I- Lohnsr, P. E. 02102M2i 10fiM020 DD0312021 Apiorwed Affirmatin 2020 Apho. Auminum. Inc. Jose Sllva Luis R. Lannis Stan" M. Urch, PE 1111MG20 i1/1iu2D20 11)2012020 Approved C.I.g.'r. Canpanants (952) 8984ME LLC. Components (253) 824-6475 (W) &30-3288 csdugory� Panel V"11, MOT) 509-2008 PE-62514 t7174 311-8454 < (D llul,Cid.gicur. Trust Pl- (2451i 599-9800 IsubCadegofy; Engineered Lumber Subcategory: Soffifts a 1ph malurryournmiQyaho Compliance Method: EVolustion Repat from a Compliant. Method: Evaluation Report horn a Method: Evaluall. Report tons a ..cw Procuct Evaluation Entry Product Evaluation Entity Florida RegIsferadAnihileatcr Llcahaa,f Florida rwillimit Products EnneerAutur-A for Use A,c-d for Use Quality Alkhroranco Approved 1. Us* Approved for Ilso postall Predugle, < Z Z 81.4 Preduct Mcd.l. N-linur Pr Wers, Praclust Chantrac in 14VHZ Outside HVH Resistant Pren,". sort Product Modal. Number Me- Product contrast Excitation Dab in HVHZ outilk HVH R"IsiaA Pressure I N118AHa 1,6 ga. high strength truss connector Nate 12131,2024 Yes, Yes N/A MIA I Miacil- LVL OV3112023 No Y. MIA N/A Quality Assurance Approved for Use Approved for use Impact Diislan 2 MISSHS I 0 ga7 super high strength truss connector plate 121310024 Yes Yes MIA MIA 2 Feral- P8L P.ralkel Strand Lumber OW4023 He Yes N/A MIA a-. Product Model. Number., hLonse P,oclwd Dits,ntlian, in RvHZ Outside HVH Resistant Pressure IL 3 1011 is 18 go, truss 12131,2024 Yes yi,� WfA NJA 3 Thimberarand LaL Laminated Strand Lumber OV31/2022i No Yes NfA MIA Apra Aluminum Sold Whip: Vented Aluminum Soffirr Alpha Aluniusurnsolid &.amp; Vented Nuummum GN30M23 No Yes No MIA 4 MT18H$ 1 8 ga. high strength truss cornhadhor plate 12/31(2024 Yes Yes N(A WA 4 TJ Run Board Structurial Composite Lumber or Oriented Strand OW3112023 No Yes MIA MIA CMU & Wood SCRIV QMU &2rors Wood 12)31,2024 Yes Yes MIA NJA board Rim Board 5 M720HS 20 go high trength plate 5 Viry6m. Run R ... d Granted Strand Board Rim RqsId OV31,2o2,3 No NfA WA SHEET NO. 6 T-18, N1718 I a Pa. t-o 12)3112024 Yes Yes H 1A NJA 7 TUO� MTM 20 Pa. trust corinect., pltes 12131t2024 Yet Y" MIA NUA . - I I March 6, 2023 PA 1.1 4-0 N Florida Deparhnant of Business & Professional Regulation Pepsi aft Florida Departil of Business & Professional Regulation Pawl of t Flodda Deparkmertt of Business & Professional Regulation Pagel all Flodda Deparbr entaf Business & Professional Raguation Psgo t df1 Building Codes and Standards ena2m2 Bulling Codes and Standards Budding Codes end Standtfrds e1otaos2 Butiding Codes and S4arrdarda erg 2m (3) V � Q Product Approval Appl'lostil n Debi) Produet Approval Application Detd(1 PrOdUat Approval Applidstion Drytail Product Approve] Appliollon Detail yr Y x,� ✓ Yam. �^, �,.:n��A.�Si..s�A _ x v � �s ,..s» ,, .» ..: v�..,. F SS: 1.ei 17�.w.x�Cn a.,�`.,<. [.^�w&v Y.S•'nxt�,,E'S rnrrw��t 'S'-f,t,,. ::,. f .. 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Robinson MenupdUrarAssocttbn [68i)0J84466 OTMUA20 OTllV2020 0712212020 Approved A7innxtlar 20M Polls Corporation Crtegry: tMnoowa Joe Hayden send) Wnrdoev and Door James L Budrrier, P.E. � Robinson MpnalaOeUterAsa00191IpG CSUCN Englnesing 071'I412020 071141202g 07/2012020 Approved A;irmatldn 2020 Pella oDwro qn Joe Hayden Spndl woffen8CJraerer T.E. W nn, PE, LLC OTM412020 CWIV2020 Catprtr. Wnndnx+ro Rptrtr4an PE�4135 (501)8l544ti5 07a212020 Approwd . � � +1 W N Catsgry. aub3."or a Single Hurg gabineon ManufaCeursrAF6alatlon CBI1CX Erglnsedng (641) 821430M (a81) 4414W .windo Subcategory. Single Hrra (691) 6214MO subCtlyary. Fla:d teethed: (541) 621-was (581) 4914927 6ub6ssegarr Fhreo (641) 021-M `.J }a � `v {— }^ C0mp0eoee relaod: CalYCatbn Mark w eating PallaPmdMaapproral®pa eanPltsnar Msthed: Cgrtl6Wl0n Malxer Ustlg9 p8.0ml uotpppranl®pe CampUisoos CaNscptbnMarkor LWmg p®8oproduopppronaPe Ila.mm Cpxplyaes Yathod: Evaluagon rLaprl Ooma pelepoduatopmcalape, C;orltla Reglsteretl ArehUeetreL'eara®f Flerlda Itaom J (D ' 1 VJ IIn.Gxm Ila.Wm PmpeslorW Flglneer VJ V - FLilltm&OLPIudmbi-:. _' Ejrrreg4.-K14 Pmduda. .. C O O FlEie�a:glPiadre�sr L W guarilw Aertmw Agn^wed For Use AnomrW For U bm Rtdo gmwxa m m CsGametExNratienOft 6,,,,,d Per Use )managed in H4HZ For outside HVNZ Use IM=Cd 7hN90 P Perauro $y,�. Pr+WuM Madd.Nunaar erNfm. 9lWNrt6agdmbo ptodud Masticated ♦'vend Far be, mHVHL Alba Outside HYfR based j imaa -:: fLOOhAnanew APrnwad ra Use ApMMW br Lim Jggegj Own O /L� r� 1 Pmdum Model. Nrrnhr arpams Series 1020 High. Performarne Single Hung Predod Deanrimian Contract 6x61atbn O,[s VW Slrgle Hung Window{42' x7Y) 0&1712127 in Hma No ouriaida HVfiZ Yes Retirlso No PJffis,® +W&W $yg 1 PradsetYdel.Nuxhr arNarne Pogo lO Parka Single Hung vWndorw r l 3W x40r Vinyl Non4mpsul angle Hung Wmdaw Dea"C22 No Yes Ntmt No +45140 1 2 Serb 10720 WtyI1xodwindaw(a0X7r) 07MV2022 No Yee No +2SL25 +2&-28 abet Prrduot Ymiel, Number orNeme PradeatDeaadatlan CeatrastExpbetbn Dap in HVH2 oupYa WIN Rsafapnt WaOM No NIA 1 s I.J� 2 Sodas 10120 High ParbrmarxsSingle Hung VirM Hylr Parlormau eSingre HungTwln ga121M027 No Yes No +600-M 2 Pao 10serW Single Hung Wlndew 84'x90' Mnyl Nandmpact$Ingle Hung Window W708r2022 0710901022 NO No Yes Yes No +4.%-0 N7 +6[dMats a Sense 1o120 Sedos10f20 Vlrryigsldw4robw(iorx64') o7f18r2022 WM Fixed Waufuw(IM'xOn 07(16f2022 No No Yea Yes Nq W +60f-60 1 108brle;Flange Fixed 10 Series 112' Fangs Fbad Window 0&2&2031 Yes. Yes ' rt� `a O �/�� eft `z Comports UZ. e& W) No Yes No +40140 a 4 Pats lO Sense Single Hung Wndow Pela 10 Series Single. Hung Window a4'xa3'Vinyl Npn-InvaCt single Kern mrdaw 487 x77 Mnyl Non4mpool Single Window OTAM2022 No Yes No a5m6w CD 0 S Swiss 1=0 Single Hung Mnyi Single Hung Idol Composite (109'x72') Oa1&2ou 4 Sede610120Single Hung Vinyl Sirsle Hung TAP* Ccmpoeas(1Or x53-sy 0003=7 No 'Yes. No. +36'145 Hung a Pets lO awls; Single Hung Window as'x Or Vinyl NoMrnpW Single HUM Window UM02022 No Yea No 'SS -SS Fulog iis.Pmimp . . '' - `. '^ 5 Sedan 1=0 single Hung Vial Elrgle Hung Twin Gampoaila(�•Sx Min 08i13i2027 NO Yes eb +36(.36 a peat lO aerbe single Hung Window 3w x 77 Mnyl N4nimped Single Hung Window 07f00022 No yes No +6W-sg Admwaw far. Us, Aaarowd for Ur bam mom 6 7 Sores 1M angle Hurts SON46 lab Single Hung Vinyl 9lngle Hung Ulm Oomposle V21x 6$5'), W1&2027 V7nry181rg's Hung Trpb CoapoeheVer X%V) 0SH11 027 No No Yes Yes No No +3&45 +3W.GS 7 Polls 10 Owks Single Hung W noow '.:- 02.1W.5D'Mnyl Non-Impodsingia Hung Window 101171202il No Yea W +0N-00 : �j Produm.ModA Waslr erNamn PeadwiDewdmim' Cantroete airMbn Cote in HVHi OubWa HVIN Vee Reyistepi( Program +561-26 �V � U) ♦Wn L '4/+�a •� v, o /1 S Senles lC'20 asng IQ Hu�B Nhgil Olrgld HUnB Wlrrdow [4r x72' u6117f2037 ) No Yea ,No +3&-3S , :FId/a60f4kS PmituUa a ^ , -- ., '. ` f, `. ; ` ", ' 1 Sets 10r2O. MGM oral sindaw(g0'x76'I 07H¢f2024 01n&2024 NO No ye4. No No +2547.9 t� �y y t'I� /CL i.L 9 ae1Bs 1N20 $ItSle Hung Nrp4,91nple Hung Wlnaow (49'x8$-i1R') OSt18f2O27 No Yos.. 140 +9Si3fi �— ^ y�y� Sggel ,drr Uae Aearewd , fir Use ice( OWN 2 8 Series 1070. Sores 10(20 VirW axed window (10r x 04') Moll Fixed Window (00- XIV) 0711$I7024 No yes Na. +SfV-SO - ® � V � � � 10 Sam" 10120 anal. Hung Vinyl Single Holl Window lar x sli-112•) C8n601027 No Yes NO +2&.36 l. Praeluel Yodel. Munster at Neese Pmduet Demdmion Cartpatsxalratbn Once in HVH2 Curlews HVNL neel.pnt pressure �•� •� V/J1 11 12 8arle 10120SIrole Hung asds6.10120 $Iry(IS Hung Vinyl Single Hung Window(4S' xe4') O&i7f2C27 Mryr Blrgle Hung Wlnddc{3r x72') OBn6f2027 N. NO Yee. Yag No No 4" +$6148 1 Pop 10 Series Single Hung Windw 36'x9(r Mnyl Non4mpsol ninglo Hung Window W1212023 No yes. No +401.40 C3 d 13 Solna 1012 SIrgb Hurig Mro48seie Hungtwin CCMPPsgn(T2'x53X) OBYyah2027 No yes. No +Mrw 2 3 Pella 709erleo Slnigle Hung Window Para 10 Series 61rgh Hung Wndow 84'xSo' Mnyl Norl4npaot Single Hung Window 05MV2023 84' ii8r Vinyl Non-InpxtSkigb Hog Wordage O6f090023 No No. Yea Yee Nu +40M5 RD +501.50 .> 44 16 16 Series 101208ingle Hung Sores10120S1 bHu ng re Sodas 10120 SIrSb Hung Mrry191ngle Hung Twin Compos�(BO.5'.rt83:5ry OBi21M027 LM)4 anghl Hung Trio Compgblb(66b'x7rJ, OOrI7r2027 VIrryISWSt Hung Tibin GomposIk*72'x7r) OBN&2027 No No No Yee. Yes Yes Na NO No +s6f45 +36f-a5 +4W40 4 S Pam 708arlas single Nurq Windar Pass lO Serbs Singly Hung Window 38'xer Vinyl NrmJmpaM.Singt Hnmg Window 118f22i2023 52.11S'x80'V'myl Non-Imped single Hung Window 1&17CO23 NO No Yea Yes. 140 +fi61S5 silo +900-W a CP 17 10nO&2021 NP Ya No genie 10'2081rglo XUGg M10A Flxsd Will 3ingle Nung Flenkete(10S'x72') - N = L:L d. -. t7JH1296•R73 Radoet. . ', .� Ca G= i Age odFor us.._ Iolglfd iiemg N $gN PNdud Mad,[. Numbr or Now ilyadoutrwo4rhatiCentnrk Etc,[collar Da4e PHVi dulel"HNR Rostgo 1 100 a" w7herme9pror Enoompess wAvaMJ High Performance 3lrgle Hoag Nrrrrl Ho Parlormence Single Hung(42' x 72) 08117i2027 No Yee No +5 y by. a) � tz W y �c C 2 1m Sages orThermosterarEnmmpaes wMand High Ptriarmanoosngte Hurg Mrryl High Parbmwnce Singlo HungTwln 05010027 x No Yet No +501.60 > Composil a (7 85"lf2y 3 1SD Series orThermasillETmmpeearrAvan$Single VIVA Sing Is Hung Trips Coaymbs(10g'x7r) 0611&2027 No Yes.. No +4W40 3 cc 4 Hung 1S0 SenasorThrmntar nr EnmrnpalswAworU Single. VlrylgIngla Hung Triple Com4wsilee-(108'x53,3') 0012301017 No Yee No +3" f0 L) w Hunt C �s Ga Florida DeparDnerg of Business &Professional Regulation Pewi'af 1 Florida Depertinent of Business & Professional Regulation Page i of Radda Departlnerrt of Business & ProfessionalRegulation Paget nz Building Codes. and Stegrdarda tnry2a2x Building Codes and Staridartis anwaou Building Codes and Standards anams Product Approval Application Deter Product Approval Application Detsg Product Approval Applfe"c n Detail( .:• .+�.`�': _. .- �. _--'-`= _ , � _ :; _ 3. - `,� .... _ _ .� - . _f� .,.�#..s�.`�.' __-ri_�'-_ x-<r�.,.. „__ � � ., �r m._.. _x-..� .__ws- 3z� �s � "- __ _`'__,�. 3"�� '�___.- ��-��.._�r �� .,�. .�--=,v�i�n .. _ � � "::3 CAddE g scar Deft dos Cat. Peodoe gib coda. €9gg[ ice- :oft bell ftrA go 0055 Eailh4l, Dab 010 Dab Panel Dats TjM Wrsbn Yana6atnurrr 04011 r000W&Liese" Validated er WHAatsd submitted F6CAparara1 Aoans"d abhrs T9!!' wtiba Ymuk*Il m O.Matt Ermirrera Linemo Wlidetsd Sr. wndand rS.h t7sdM FSCAeerovell Agetoed ikri .ion YmgSrowns car" EadoewA Upenes WI'raetbd ar WaMpd 8ubmiMW FSCAooroval AAlrom d so** "mal'I pr 2020 Polio ODMWWM Joe Hoyden Sandi Wlndowand Door James L Buoknar, P.E. dd OW1412027 =412020 OIJ2012020 Apposed ANnuBNr 202D Pella Corporation Joe Hayden Sexy. Woman W. SWdfer; P.E. T.E. W nN PE, LLC 07t14(2Q2b 071141202C 01=12020 Appmtatl Aeimwtlpn 20at Papa Corporation Joe Hayden Santo mrgow and Dow James L BuGkn&, P.E. 0711412020. 07114I2020 Cr12g1202CApproved Capg4ry. Windows Robmeon MmrulsoaocrAssoo Won CaUCK Engineering Cakpory:Widows Robinson PE-44135 (661)61864SS Categary. riderbrpoprs Rob)noon Manurbo wAtmolabn CSUCKEItlikeering 0ubcdegry: Hadoofted0loor (641)821410M (Sel)41"4w 4100atgrr. HorimntlStar (641)a2l-=M SubcapgarY• 39dlrW.E6wdorpoorAssembosc p41)8214 sa (561)491.027 Gpnpn}aao Yatbei: C;wlj 1polon Mork or UstHg peilepmduo"Ipmcsepe Camps ace aldl a l: Ewluelbn Report From a pallaprodrr0bppraYNBgoe CarmPOenn Yrdhwd: Cerdlko on Marker Usting pellapodaotspprors ore Ile:oOm FIOridB Regla76radAmnitCoT ors Lbonsed.Florida Ilmoom II8-00m iJJi11t4 ,. 14n7Pmdueh " . , - - Prefeeelanel Engmer Rl.dd6dd.g42 Pmdr,[s , '., r ,' ..,. , . ...:: ., :! ,: . , Awl Predwat Nodes. Number Nacre Produat Oeatdmien Coatpct A,—,d irr Use InHVH2 - Ouio Ir�Si Rtlniw P'MSO iM�¢g(p .:. '"InrAsonawbs .. ., Ae�nd rr Us. : ApemuW Far Ube Ira n _�spS D�� 7tsat Praduet.Yrld. Mrsnhitr arNmb SUr86tBNl[mid WntluetDemdmign fCsidpotEanlialba )lobe Asaraxd rr Dee ig HLXL Aggroved for UgoWhAoLg�es Outside HtlHZ lm� gyavw gpygg iMnm 1' series 101g0 ailding Window Vinyl aiding Window COX or NO.73-la'x6b') 10127023 No yes No +313LM am# Pradmm Mod@[Muabr or mom Pradw"Daandu0an DenNont BtmlMkn oat InLr3 outeM6 HVHt Raaleta. Palo 1 Such 10=25&H]ng GI —Door - Vinyl 244ansl'Cr SIMIM flows. Dow (Wx W). ilis0R021 No Yes No +20.2S 2 "Not 100 along Wind" Mwo aiding Window(M or XO, 734f2` xa8;) 03MM023 No yes No +V"o 1 Sodas 10 61163ng Window Series lO V1rgA Franged Siding Windows 05f25I2061 NO. Yee No WA. 2 Sales 1C20ma all Glass Door MW Single Panel Flood 101 Door (Stairs, S44&10' 0=64092 NO Yea No +U46 a Sachs 1=0 aiding Window Vlrryi Esding WNrndor 01OX, 108- xW'l 01270023 No yes No +31)�w U81.112') 4 Series 100&Idtg Window Mrryl Siding Wnndow(XOX, 10W x361) 0S127PW23 NO Yes NO +sak4ss a 4 FLfJn4aJttl Series l0'206ending (310" poor Series 10'20r25sliding Glass Door Prad.ea+.... Vir01 24Wol'Qr Sliding Glop; Door(17 x Sr) 1010612021 Mrry191rgle Panel Fixes'a' Daor.(Swithe,:47471x OSl2al2D22 O8+1f - No NO. Yes Yrm No No +35f3$ +29M25. - Gua%AYrYrae AApna"d For Use Amravad for UM 1011911 Din at�G @ Produd Nader. Mumbor rNmrr Wadwt DeaedWim C.Ob.4 U01,46nn Dwb in Hum C1.1"o HYX2 146.1olffpj pia 1 Sales 15D or Erxompass orAventl811dbg plassDoor Mrryl 241arw *O)r Siding; Glass Door (W1rr x M2412C31 ten Yes No +25425 sariln 2 Swiss lag or Enmropess rAwU8litlnq Glass Door Vinyl Single Panel Fixed'O' Dow (8We ft 9&12*x 0111=32 NO Yes No +4N.40 81.112.) a Swiss :130.or IFcompeee-orAwt[SltAns Gleaspcwr vl.yi 244ensl' rSidig Gi— noar(Trx82ri 005022 0J2 No Yes No +W46 4 Sales IM or Emomppse orAvand sonny. Cib9eDOW vinyl®ngle Panel FaedrC-DWr(Skelk 47-17tx 02MV20112 No Yes, Me +21s-215 gbil2'j Pflrga4e4174 Pmdunt •, .... Nreillt Anirmts. �irgrad her Urn Anaft"Fol yggw Imo' .ma! Pmduat Model. Number wNema PooluttMscdntirt, Comma Ern4attgq Doh in xyyx outside HVHZ geattalk Prrban. 1 series 180 orEnsompesg wAwntlslldlrg Glass Door Vinyl 24gnol'or Slhding Glass Door (6rril2' x OW2412031 No . Yes: No +24' 4a wi27 2 Swiss.130 or.Ersompms WA.M MOM Glass Odor MrCl single Pond Fixed M'Dasr(Skleine, 33-ir!' x 021fi0C2g32 No Yew No +40140 81-112-) S Swe6.150 or Erndompaee orAyonu sliding Glass Door Mary! 241dnsl=1 SUdng.Glass rtor(7r a 821) 082402082 No. Yes No +35PSS 4 Son. 130 or Enrampows orAant! along Glass. Door Viral Sings Panal Fixed 'G`Door MkWt, 47-1fYx OW1612032 NO Yes No +2&-25 Wilk-) Cn L OD E �a z Cn Cn CIO CU o > CDL CDL Q U O CL U m =:3 Q 0- -0 te- O LM W� ¢ z J z SHEET NO. March 6, 2023 PA 1 2 . N � Cu O U s- C O O _ Simpson Strong Tie 2020 FBC Approved Products For direct links to SSTapprwals listed belowd CLICK HER�F. Updated 12ravrzo2o p ., Simpson Strong Tie 2020 FBG Approved Products 1 For direct inks toall SSTapprovals listed below, CLICK HERE. a Updated 12r�v12o2o _ ®Simpson Strong Tie 202p FBC Approved Products For directInkstoatl SSTapprovals listed below, CLICK HER Updated r 21Jvrza2v p _ Simpson Strong Tie 2020 FBG Approved Products For direct links toall SSTapproyals listed below, CLICK HERE. updated 2rsvlzozo (1' Q. O w L /1 ., all „ ' For additional Information regarding Florida s Statewide Product Approval System end Mom -Dada County Notice of Acceptance (NDA),. CLICK HERE. atl County Fa addtional Information regarding Florida's Statewide Product System and Mlam D e my I e of Acceptance NO 'CLICK H Not c plan. (.. A). For additional information regarding Flood s Statewide Product R royal S fain and Miami Dade C. n d g.. g a St pp ys ou try H R NaClceof.Acce lane NQA . CLICK E E. p e (NCA). . Forfladitlonel Information regarding Florida'sStatewide. Product Approval lain and Miam Dad .Count g gpp System e Notice oP.Aade lane NQA ICK HERE. y Acceptance _ 1, �L Cn Cn FL#2355-R7 FL#10446-R6 FL#f 0456-R5 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- V 9/16" and heights ranging from 45116 to 11' Concealed flange CV) (3) -0 sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description Sea # Product Model, Number or Name Product Descdggan version (HUSC) available for models havingwtdth equalto or � O O 0 _� 1 Titan Stainless Steel Concrete & Mason Screw Masonry (ITN -SS) 114" diameter Titen stainless steel masonry screw 1 A21, A23, A33: A34, A35, A44 Angles 1 Bi, BTB, BTH BrickTies greater than 3-9116". f9 N c O L L O 2 APA21; APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12; CMSTI4 CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- % Q C: 7 3 APB44 APB44R APVB66, APB66R, APB88, APB88R, APB1010, APB101OR, APV844, Outdoor Accents Post Bases 3 CS14, CS16, CSIB, CS20, C322 Coiled Straps 518" and heights ranging from.9-114" to 16". Q _ FL#9589-R6 APVB44R, APVB66, APVB66R, APVB88, APV888R, APVB1010, APV8101 DR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3125-SDS, LGU3.65-SDS, LGU5.25-SDS Face -mount hangers ® CIOO }r 1- (� 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R 4, APVOJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressiorUTensionStrap 14 LU24, LU26, LU28, LU210 Face -mount hangers \ \ ( C/) a -0 O Sea# Product Model Number orName Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC2f OZ Face -mount hangers O 1 SDI 0112DBB Outdoor Accents Connecor Screw 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2;5A, H3; HO, H7Z, H16, H165, 1116-2, H16-2S Hurricane Ties 16 LUIS series hangers Face -mount hangers available in widthsrangingfrom 1-9116" �..� L s" 2 SD9112 SD9212 S010112, SDI D212 Strong -Drive SD Connector Screw 6 APL4 APL6,,APT4 APT8, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT 2, HGT-3, HGT-4 Heavy Girder Tiedown 5f8" and heights ranging from 3" to 10-15116", O t(•� 3 SD9112S5 SU921258 5 C n ctor Screw Strong Drive. D one SS . w 7 AP 24 APLH2 R A LH26 APLH26R APLH210 APLH21OR LH 4 P Outdoor Accents Light Hangers g 9 8 H$24 Hurricane Tie' 17 MGU3X3•SC5 MGU5i25-SDS MGU5.60-SDS MGU5.52-SDS MGU7.00-SDS Face -mount hangers 9 ::. -r Q 4 SDCF 2434 SDCF22a1 SDCF226 D l 8 DCF22 014 2 2, 14, SDCF2270D, S CF2285 , S 1 Strong Drive SDCF Timber CF Screw 8 BVLZ Brick Veneer Led er C nnector g a 1 0 HSS-SDS1.5 HSS2- ;SDS3 H5S2-3;SDS3 HSS4-SDS3 2 2_ v Stud Shoe- Hea y I8 MI series han e s U g Yg Face -mount hangers .available m widths ranging from 1.9/1 g n 1- .Q .� v J SDCF221134, SOCF221334. SDCF271958 SDCF272358. 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST2 HST3; HST5, HST6 Straight Straps 1/8" and heights ranging from 6 15116" to 19-1l2". � o 5 SDCP22434, SDCP22512„SDCP22614. SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z; CJT42; CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24; HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers +� SDCP221100,SDCP221134,SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ15KTZ;HTS020KTZ Heavy Twat Strap 20 SUR.SUL SURC,,SULCseries hangers Skewedface-mounthangersavailableinwidthsrangingfromI- _ V 6 SDHR27400, SDHR27614 SDHR31400, SDHR31614 Strong•DrNe SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9118" and heights ranging from 3-111G'to 13-314" - m 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS2530D, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9, LETA12 LSTA15--, LSTA18, LSTA21, LSTA24, L5TA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available fo ouble ticc ' SDS25500, SDS25500, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49, L5TI73 Straight Straps 2X and 4X models; Only acute flange is concealed. CO y -o 8 SDS25112SS, SDS2520OSS, SDS25212SS, SDS2530OSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles - 17 LTB20, LT840 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1- 6" to Q .�.04 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2,5T, H8, H1OA-2, H1US, H14. HGA110 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-518"to l l-IM". 3 a 17 HCJTZ Heavy Concealed. Joist Tie 19 MGT Medium GirderTiedown n1 18 HH4, HH6 Header Hangers 20 MST27, MST87, MST48, MST6Q MST72 Straight Straps W , FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12. MSTA15 MSTA18, MSTA21, MSTA24, MSTA30,'MSTA36; MSTA49 Straight Straps FL#10667-R6 3 20 L30, L5O, L7Q, L90 Angles 22 M5TC28, MSTC40. MSTC52; MSTC66; MSTC78 Straight Straps Sea.# Product Model Number or Name Product Descdaticrr 21 LCE4 post Cap 23 MSTC48B3, MSTC66B3 Pre -Bent Straps Sea # Product Model. Number or Name Product Descdoticrl _CP 1 ATR318, ATRV2, ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skewable, Angles 24 MSTI26 MSTI36 MST148 MST160, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1- to 7= 2 ATUD5, ATUD6-2 ATUD9, ATUD9-2, ATU09-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12; MTSI6, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7.11&'to30" w c 3 B 2 1 P3l8 BP /2, BP1123. BP5182, BP,r/8 3, BP3I4; BP3/4 3, BPRTUD3 4 Bearing Plates 24 LS 26LZ L S 2 RZ' SJ 8 SSJ28RZ L5SJ210LZ LS5J210RZ SJ S J 6 , LS 2 LZ, L Field Adjustable Jack Hanger i 9 26 NCA2x10 12 NCA2x1212 NCA2x8 16 NC;42z10 16 NGA2x1216 , Bridging' 2 DGBF series hangers 9 To flange hangers available m wvtdths ranging from 3 5/8 to 7 p 9 9 9 9 to 4 CNW318, CNW112.ONW518 CNW3/4, CNWS/8-1/2, CNW3/4S/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2 37, LSSR2,56, LSSR210-2, LSSR410 Field Adjustable' Slopeabs/Skewable Hanger 27 RCW1312 RCW814 Wall Bracing 1!13" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTI-i CTUD75, CTUD76, CTUD77, CTUD87 CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RP528 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 51B" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down $0 SP1, SP2, 5P4, SP6, SP8 Stud Plat Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-3X'to 3- 7 RTUD3, RTUD36, RTUD4, RTUD4B. RTU05. RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPH8. Heavy Stud Plate Tie 51S" and heights ranging from 9-114"to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2; MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLUl311 Face -Mount Hangers 32 SS1.5, SS2.5. SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-114" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18, ST22, ST292; ST2122, ST2115. ST2215, ST5215, ST6224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-1/2". 1 D URS3 318" Uplift Rod Run Tiedown System- 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30. T636,. T1342, T848, TB54, T856; TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Run TiedoetnSystem 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 TWBiQ TWW2, TWB14 Wall Bracing 114" and heights ranging from 11-114" to 32". 12 URS5 518" Uplift Rod Run Tiedown System 34 STC. STCT, DTC_ HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3.114" to 6-7/9' 13 URS6 314" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8106C, WSI26, WB126C, WB143C Wall Bracing and heights ranging from 8-112" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-IX'to 7- If8".and heights ranging from l I"to'32". FL#10441-R6 FLMO531-RS 9 HIS series hangers Top flange hangers available in widths ranging from 1-91I6" to7- FL#10447-RS' IfT and heights ranging from 8" to 30" , Sea # Product Model: Number or Name Product Description Sea # Product Model. Num bar or Name Product Description 10 HGLS series hangers Saddle hangers available in Widths ranging from 5.110to 5.715" 1 DTT2 Hold-down Seg # Product Model, Numbar 'orName Product Description 1 CBH2.37x55, CBH2.37x7 63 CBH2.37x9.75 Concealed hangers and heights ranging from 10-112'to 28". 2 HDC1014, HDCI0122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (DU, DHU) and top lange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DS02R-SDS3, OSC2L-SOS3; DSC5R-SDS3, DSC5L-SD83 Drag Strut Connectors available in widths ranging from 1 9116"to 3-9/16" and heights 718" and heights ranging from 7-112"to32", 4 HDU2, HDU4, HDU5, HDQ8; HDU11_. HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9-118" to 23.15116. 12 HGLTV:series hangers Top flange hangers available in widths ranging from 3-114" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63SDS, HGU5.25SDS, HGU5,50-SDS, HGU5.62-SDS, HGU7.00•SDS, HGU7,25- Face -mount hangers 118" and heights ranging from 14"to 33". 6 LSTHD8, LSTHDBRJ Strapstyle hold -doom 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.lZ Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/1G'to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Faosmount hangers available in widths ranging from 1-518" to 7- 9116" and heights ranging from 18" to 26". 8 MPA132, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 5-,r�116 to 12-718". 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-1/8"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5.25SDS, HHGU5;50-SDS, HHGU5.62SDS, HHGU7,00-SDS, HHGU7.25•SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-11W, 10 PAI18, PAI23, PA128, PAI35 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light SlopeablelSkewable:U Hanger HHGU9.00-SDS 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 11 STHD10, STHD1 OP.J Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48, HHUS410. HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7116"to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24: TC26; TC28 Truss Clip HHUS7.25110 version (HUCTF)'available for all models having width equal tour 11 THA29, THA213, THA218, THA218-2, THA222.2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/10", THAC422,. THA426 THA422-2, THA426-2 118" to 5-118" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1-9115'tc 7- 12 THAI1.81122, THAl2.06122 THAl2.1 f22 THA1222, THAI322, THA13522, THA1422 Adjustable Truss Hanger Sizatl for 1-Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5-31&'to 2W. 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed. 17 HWPH series hangers Tap flange hangers available in wdtns ranging from 1.9N6 to 7- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU26, HTU210, HTU26 2, HTU26-2, HTU210-2 Face -mount hangers 112" and heights ranging from 5.318'"to 32". 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116"to 7- 18 ITS series hangers Tap flange hangers available in widths ranging from 1-9/16'to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-718" to 19.114". Concealed flange 518" and heights ranging from 9-118" to 16'. 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUG) available for all models having width equal to or 19 JS series hangers Top flange hangers available in width of 1-9h6" and heights 18 VTCR ValleyTruss Clip greaterthan2-9116". ranging from 5=3/8"to7-1/4". 10 HUCQ1.8119SDS, HUCQ1.81111-SDS, HUCQ210-2SDS, HUCQ210-3SDS; HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9/16'and heights SDS, HUCQ4IO-SDS, HUCQ412-SDS, HUC05.25/9-SDS, HU005.25/11SDS, HUCQ610- rangingfromg-3/18"to SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 EZ= Simpson Strong -Tie 2020 FBC Approved Products Updated 12PJ0l2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 For direct links to all SST approvals listed below, CLICK HERE. - For direct Mks to all SST approvals Ned below, CLICK HERE. For direct finks to all SST approvals Wed below, CLICK HERE. For direct links to all SST approvals Rated below, CLICK HERE - i E >• Far additional information regarding Florida s Statewide Product Approval System and Mani -Dade County Nonce of Acceptance (NOA), cL CK HER e e Acceptance 0- JJ -H R . For additional information Florida s Statewide Product Approval System and Nfam Dad County Notice of .pia {N A7, C �r F ,. or additionalinformation-re air mFlorida'sStatewide u oval lain an e n Notice Acceptance NO CLteK HERE, F g d 9 FlpndSte d Product Approval Sys d Mam-0ad County N ce of A pia ( A}, h F additional informabonr ardor Florida's Statewide t ovals to-'n mDade Count Notice of Acceptance KH R . or d regarding tt M c Appr ys m and Ma y p t ). ras„� 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S1LBV1 56, SILBVI.81: SILBV206, S/LBV2:37, SILBV2.56, S1LSV2.68, S1LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15 1B":. S/LBV3.56, S1LSV362 StLSV4.06, SILBV4.12,SILBV4.28, S1LBV4.75; S/LBV5.50 6 Strong-Solt2 (ST62,:STB24SS, STB2-6SS) Strong -Soft 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in Width of 1-9116" and heights sea # Proquct Model. Number or Name Product Description 19 SILTT20. S/DTT2Z- SIHTTI4 HTT4, HT75 Holdowns steel and Types 304 and 316stainless steel ranging from 9.311611to 13-118": 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMSTeo, SIMST72 Straps 118 mil (10 got) 7 Titen HD (THD H THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD`CSSSS) Then HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 2 HRS6, HRS8, HRS12 Strap Ties 21 SP4 SP6 Stud Plate Ties available with hex head In carbon steel and Types 304 and316 718" and heights ranging from 9" to 33 112", 3 HUCQ210-2-SDS, HUCQ210.3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or With countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THGB3 THG8H2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1/2' 5 THG02-SDS3; THGQ3SDS4;5, THGQH2SDS3, THGQH3-SDS4.5, THGOH4-SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4,THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titen HD Threaded Rod Hanger (THDB25158RH. THDB37158RH. TH037212RH, Titan HO Threaded Rod Hangerfor concrete 1/8" and heights ranging from 9-1/4"to24". THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -All Anchor for masonry ranging from 3318" to 7 1/8". FL#11473-R5 FL#13904-R5 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description FL#16230-R8 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM362-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3-62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG CCTQM5.50-SDSG, CCCQM3.62-SDSG, CCCQM4.62-SDSG, Sea # Product Model. Number or Name Product Description 3 H18, H16S, H15-2, H16-2S Hurricane Tie CCCQM5 50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry - FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCLQM3,62G-KT, ECCLOM4.62G-KT, EGCLOM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP Er -HP Epoxy Adhesive for masonry E 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5,50G-KT, ECCLRQMD102G-KT, ECCLRQMD4:62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry 5eq.:# Product Model. Number or Name Product Description 6 HGAMID HM9 Masonry retrofit connectors Kr, ECCLRQMD550G-KT' - 4 Strong-Bolt2(STB2) Strong-Boh2WedgeAnchorfor masonry ♦n�'� 1 ABA44, ABA44R ABA46, ABA46R, ABA66 ABA06R Adjustable Post Base 7 HHETAI6. HHETA20."HHETA24, HHETA4D Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM550, HGUM7.00, HGUM7.25, HGUM9.00 Heavy Masonry Hangers 5 Titen 2 (TTN2) Titan Screw Anchor for Concrete W 2 r �- ABU44; ABU44R ABU46, ABU46R, ABUS•o, ABUT 6, ABU65, ABU66, ABU60R, ABU88, . Adjustable Post Base 8 r LGT2, LGT3 SDS2:a, LGT4 SDS3 Girder Tiedown 4 - - LGUM26 2, LGUM26-3 LGUM26.4; LGUM28 2, LGUM28 3, LGUM28 4, LGUM2102: Masonry Beam Hangers 6 S D. Titen HD (THD H4SS, THD H6 S, TH CSBSS) v- c veil 13 Tlten HD Heavy -Duty y Duty Screw Anchor for concrete available n 04 v ABUSBR, ABUIO10 ABUIOIOR, ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46, LGUM48, LGUM41G or 316 stainless si lwath hex head, and 316 stainless steelwith 3 ABW44Z, ABW44RZ ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 Adjustable Post Base 10 META12, META16 META18, META20, MSTA24, META40 Embedded Truss Anchor 5 MBHA3.1219.25 MBHA3:I2f1I.25, MBHA3.5617.25, MBHA3.5610.25, MBHA3 56111.25, MBHA3-56111 88 MBHA&56/14, MBHA3.56/16, MBHA3.56/18, MBHA5.5017:25, MasonryTop Flange Beam Hangers 7 Turbo countersunk head. Anchor for z 4 5 AC4, AC4R, ACE4, AC6, AC6R, ACE6 BC4, BC46, 8C4R, 3C6, BC5R, BC8, BC52-2/4, BC52-3/6 Post Cap Post Cap 11 12 MSTAM24, MSTAM36, MSTCM40, MSTCM60 MTSM16, MTSM20, HT5M16, HTSM20 Strap Tie for Masonry Twist Strap for Masonry MBHA5.5019.25 MBHA5.50/11.25, MBHA5.50111.88. MBHA550/14, MBHA5.50/16, Titen (TNT) Then Turbo Screw concrete or masonry 6 CB44, CB46, CB48, CB66, CB88 Embedded Column Base MBHA550118 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-SD52, CBSQ83-SD52 Embedded Column Base 6 MBHU3.5619 25, MBHU3.56111.25, MBHU3.56111.88, MBHU3.56114. MBHU3.56116, MBHU3 56/18, MBHU5.5019.25, MBHU5.50111,25, MBHU5:50111.88, MBHU5.50/14, Masonry Beam Hangers FL#16837-R3 8 CC, ECC, ECCU Series Bolted column caps v hh WI ranging from 3.114" to 9-112" and FL#11496-R5 W2 ranging from 3-5/8' to 7-1/2'i MBHUS 50116, MBHU5,50118 Sea # Product Model, Numberor Name Product Description O 9 CCQ-SDS2,5, ECCQSDS2 5 Series Screwed column caps with WI ranging from 3-1/4" to 9.1/T and Sea # Product Model. Num bar or Name Product Description 1 X34B1016.5K X1 S1016, Xi Bi 016-4K XQ1 S10I8, XQ1 B1016-4K 41048 Strong -Drive X Metal Self -Drilling, Tapping Screws with 93 L W2 ranging from 3-5f6' to 7.112" 1 DTTI Z DeckTension Tie Drill Point 10 CPT44Z CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12; HD19 Bolted Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224.2K 41224 Strong -Drive XL Large -Head Metal Self -Drilling Tapping ^ l i 11 12 EPB44A, EPB44 EPB46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 11038 HD55, HD7B, HOPS HTT4, HTT5; HTT5-SM Bolted Holdowns Tension Ties Sea # Product Model, Num beror Name Product Description 3 XMQ11481224.XMQ11481224-2K Screws with #5 Drill Point and Large Diameter Hex Washer Head 412-24 Strong-OriveXM Medium -Head Metal Self -Drilling, 0 13 LC644 LCB66 Embedded Column Base 5 LTT19, LTT20B LTTI31 Light Tension Ties 1 SDW22300, SDW22338 5DW22438, SOW22458 SDW22600. SOW22600 SDW22638, Strong -Drive 5DW EWP-PLY and TRUSS -PLY Screws ° Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDVV2834 4 X0114S1224, X011461224-2.5K, X114S1224, XQII2SI224 XQ112B1224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #a Drill Point "E�J 15 MPB44Z,MPB66Z MPB88Z Moment Post Base 2 SDWC1 5450. SDWC1 5600 Strong -Drive SDWC; TRUSS Screw 16 PB44 PB44R, PB46, P666, PB86R Embedded Post Base FL#13628-R5 3 SDWH19300D6, SDWH19400DB, SDWH19600DB, SDWH19809D6, SDWH101000DB Strong -Drive SDWH TIMBER-HEXScrew 5 XU34S1016, XU3481016-5K #10-16 Strong-DriveXU Metal Self -Drilling, Tapping Scre,^s with 17 PBS44A, PBS46 PBS66 Embedded Post Base 4 SDWH274000 SDWH276000, SDWH278DOG,SDWH271000G, SDWH27120OG Strong -Drive SDWH TIMBER-HEXHDGScrew #1 Drill Point 18 PBV6, PSV10 Round Post Base Sea # Product Model. Number or Name SB1x30 Product Description SB Anchor Bolts 5 6 SDWS16212, SOWS16300, SDWS16312, SDWSI6400 SDWS19600, SDWS19712, SDW522400,SDWS225O0SDWS22512, SDWS22600; Strong -Drive SDWS FRAMING Screw Strong SDWS TIMBER Screw Grade) O 19 PC44-16, PC46-15, P048-16. P064-16, PC66-16,. EPC44-16, EPC45-16, EPC48-16, EPC64-16, EPC66-16 Post Cap 1 2 S&518x24, SB718x24, SSTB16, SST620, SSTB24, SSTB28, SSTB34, SSTB36, SSTBi 6L, SSTB20L, SSTB24L, SSTB Anchor Botts SDWS22800, SDWS22900, SDVVS221000, SOWS221100. SDWS2212001 SDWS221500 -Drive (Interior FL#33320-RO L• 20 PC4Z, PC4RZ, PC6Z, PC5RZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPC6Z, EPC6RZ EPCSZ, Post Cap SSTB28L 7 SDWS2230008. SDWS2240OD8. SOWS2250ODB. SOWS22600DB, SDWS2280ODB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z, PP644-6Z Post Base S SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5;. DSSCB46; DSSCS48, DSHS Bypass Framing Drift Strut Connector (D V'^/ 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS SDWS2740OSS, SDWS2750OSS, SDWS276OOSS, SDWS2780OSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45 5, FCB47.5, FC849.5, FCB411.5 Bypass Framing Fixed -Clip Connector SDWS271000SS, SDWS2712DOSS 3 FPHSD34S1016, FPHSD34B10I6, FPHSD34B1 O16-5K. FPHSD34S1214; 410-16 and #12-14 Strang -Drive FPHSD Framing-to-CFS Self- v, FL#10666-R5 sea # 1 Protluct. Model- Number or Name CMST12, CMST14 CMSTCI6, CS14, CS16, CS18; CS20, CS22 Product Descriptions Coiled Straps 10 11 SDWV13400 STN22 Strong -Drive 5DWV SOLE -TO -RIM Screw Outdoor Accents Hex•Hsad Washer 4 FPHSD34B1214. FPHSD34B1214-5K LSFC2.25, LSFC4 25, LSFC6.25, SFC2,25, SFC4.25, SFC6 25 Drilling, Tapping Screws Steel Framing Connector 2 HRS6 HRSB, HRS12, FHA6,FHA$, FHAl2, FHA18, FHA24. FHA30, MSTI26 MSTI36, Straps97 and (12.ga) 5 LSSC425, LSSC6.25, SSC2 25, SSC4.25, SSC6 25 MSSC2 25 M88C4.25 MSSC6.25, Steel Stud Connectors Sect # Product. Model. Number or Nam a Product Description' MST1481 MSTI60 MSTI72, 8IMST27, S/MST37, S1MST48: - MSSC425KW, MSSC6.25KW 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twat Straps FL#16363-R3 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.55 Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ge) 7 SCB43 5, SGB45.5, SCB47 5, 80649.5, SCB411.5, MSCB45.5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH 6-6 GH46-8 GH48=6 GH48-8 -G 10 GH410-8 H66-6. GH66.8 GH08-6 GH68- 4 H4 6, G Girder Hanger g 5 LSTA9, LSTAI2 LSTA15, LSTA18, LSTA21 LSTA24, ST292 ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Sea # Product Model. Number or Name Product Description 8 SCS32.5197, SCS62.W97, SCS62-5/118, SCS82-51118 Bypass Framing Connector 8, GH610-Q GH810-8 6 LSUBH3 25, SUBH3 25. MSUBH3.25 Bridging Connector 1 AS 18 AS 18S5, AS 1856 18 ga. Truss Plates $ 3CW3.25, SCWS 5 Head -of -Wall Slide -Clip, Connector 4 GLBSA, 31-65B. GL65C, GL66D, GLB7A, GL67B, GLB7C, G LB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJCB 25, SJC10.25, MSJC8t25, MSJC10.26 Steel Joist Connectors L 5 GLBT512, GSLT612, GLBT516, GBLT616, GLBT520, GBLTS20 Glulam Bearing Plate 8 LTS12, LTS16, LTSI8 LTS2O Light T vAstStraps 3 AS-20 20 ga. Truss Plate 11 SS63.518 Bypass Framing Slide -Clip Strut Connector O C6 6 HGLBA, HGLBB HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTAX ST6215, ST6224: ST9, ST12, ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HOT-4 Heavy Girder Tiedown 10 MSTC66, MSTC78, ST6236 Straps 68 mil (14 ga) Screws w 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTSi6, MTS18: MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 13 XQIS1016. XQ1B1016-4K, XQ181214; XQ181214-3.5K, XQ7881224, X0701224-3K, 410-16, #12-14, and#12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S161.56, SIBI.81, S182.06, S 32.37, SIB2.56, SIB2.68, SIB3.12, SJB3,56; S1B3.62, SIB4:06, Top Flange Joist Hangers FL#15730-R4 X0114SI 224, XQI I4B1224-25K XQ112S1224, XQ112B1224-2K, X34131016.5K, X1S1016, XiB10164K,X191214, XlB1214.3.5K Tapping Screws ¢ //�� 1� 13 SIB4.12, SIB4.28, M4.76, 5/B5:50 SIBA212I8, SIBA2.1211Q S1BA2.12/12, S1BA2.12/14, S1BA4.1818, SIBA4.10/10, Top Flange Joist Hangers Sea'# Product Made]. Number or Name Product Description Z V/ StBA4:18112,5IBA418f14 1 ET -HP Adhesive Anchor for concrete Z 14 S(H1A Hurricane Tie. 2 GAC GDP, GDPM-50, GOPM-75, GDPM-100, GOPS, GW 50 GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Q 15 SIH DOS, S11-1086, S/HD1OS: S1HD10B, SIHDI5S, SIHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W PDPAWL, Powder actuated fasteners threaded studs, and assemblies 16 SfHDL14, S4HDU6, S/HDU9 S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 -t 17 S1JCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 6, 2023 PA 1.3 (D FFM41AMI, c- C" cl�j C= Cn Co -0 > 0 PRODIUCTICONTIROL SECTWN PGT lndmtries� lar, PGr industries, inc., us 0 21. 0 CL PGT Industries. Itte, 0- 0 0 1=5'sUr2ds uieL FaccW208 1 �Aiwm;,TlorkU NOUCEOF ACCEPT-tiNCF-,.EVIDIE�NCEST-TBMUM NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTEI) C2 (D = cu -0 _9EPARnWq TOFF 51474 JEGULATORY AND ECaNOWt =90EMCES OUER) - 33,17 _BQARD A" COOK DIV-MO-74 T(7t6),315-2-5P0 NOTICE OF _ALCCTPTATNCT.- EX T cE slu -IDEN Bmrr-rED __j M a .1.1 10 0 U) Q5 NOTICE, OF ACCEPT.4�NCE (NOA) WWW-21"addade-rEff 4wa"My 1. Evidence sdbmitted under previous IN A D. QUALM, NCE ASSUIR.4L A2 94 = =3 M -co A. DRAWINGS B. TESTS (continued) L Mami Dade Department of Regulatory and Economic Rrsources (RER)_ CA up At z a) -0 0 0 -0 PGTIndustries, Inc. 1070 Teclindlo&,v Drive, L Manufactuttr's die drawings and SeCtiDnS. 5, Test report on 1) Air Infilhation TW per FBC. TA-S 202-94 -S ar _. �cu 3 ff;: C= 2 0 (D -North Venice. FL 3*2751 (Submiftted tinder NWAIMe. 11-0107 04) 2) Unifonn S latic Air Pressure Test, per FBC, T-AS 202-94 E. 2jUiTERLAL CERTIRCATION W 4=. C= 0 SCOPE: 2- Dmving No. 3M-55570.0_ titled --Vinyl Sliding Glass Door NIOA aM'- sheets 1 3) Water Resistance Test, per FBC, TAS 2012-94- 1. Notice of Acceptance No- 1-5-452S.14 issued to Vision Fiarusion Limited forthei -Z 21 CD W M 0 CU This NOA.is being isswdmv&r theapplicablerales andregulations governing the use,ofconstructionmaiurials- 1IL- tbrough,21 of 21� prepared byinatin6ctuter,., dated MtO545, wfth revision Adated 4) Large MissilE Impact Test per FBC, TAS 201-94 "Thtte Rigid, PVC Ex terio r Extrusions for Wind ows an d Doort- � dated 0 81 >1 CJ Co E 0 > 2 doeumentationsubakitted hasbeen reviewed and accepted:byMiami-Dade CountyRER -Froduct Control Section to 0410511T si gued and scaled byA. LynaMller, P.E. 5) Cyclic Wind Presme Loadingper fW, TAS 203-504 expirim-g on 0930YM Cn = a) %_ a) W be =d in NRuai Da & Coualyaw, oter =aa whm, Allowed by the Aigh ofity HiMug Judslctiqi (AHJ). 1, 6) Forced EnUyTts( per FBC, TAS 2CQ-94 1 Notice of Acceptance No. 164920M issued to Vision Emmsibn Limited for th& "VE U) 0 M �+_ CU * 0- o- This NOA shall-aetbevalid afterthe expn*ion date statedbelow- The Miami -Dade County Produc t Control Section BR. TESTS gong with marked -up drawings and iu&allatwit dia af vinyl'slidingglass door. 913m, prepared 1000 Tan202 and Wer Shades (Non-X%Iitf�) RWd P117 C Exterior Extru, sions for U) (in M==Da& County) an4orthe AM (in reserve'the right to have th' L Tm report on 1) Uniform Static Air Premne Test, perFBC, TAS 210244 by Testing Lab- Inc-, Test 'Rqmft No- FTL W49, dated 1 L,106115, signed and IVV.indows and. Doors" dated 12,168if"Id, expiring on 12t2gQ21. ro L Ped P duct or material tF--stedtcfqiWftyammmceputposm.U&isprodud:orm2terWfaihto- ofin.iniheacc*pted 2) Large Nfissile impact Tesi M FBC. TAS 2 01-94 sealed by Idalmis Ortega, P E (Iest report revised on 12A)4115 and OM If 16) 3- Notice of Acceptance No � 1.",;2&15 issued loVision F-vtnisim Limited for thek manner, -the matuffacturer will M-curthe expense of suchteving andthe AlUmay inimediatelymolce- mo dify, or 3) Cyclic: Wind PressureLoading, per FBC, T-AS 20-94 L 6- Test�eport on 1) Air Infiltration Test, per FBC, TAS 2,02-94 "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extinsions for suspend the use of such product " material within their jurisdiction. RERmervestherighttGreMkethi.- acoe-ptance, if it is determined bylliami-Daide CountyProduct Comol Section that thiz pmdwt armAerial fails to along-w-Ahmarked-up drawings. and inst_-dlation diagram of vinyl diding glass door, prepared 2 Unifom Static Air Pressme Test, per FBC.. TAS 202-94 Weindows and Doors dated, 08113.115.oqAring on0930119- - meet the requumunts of the applicable budding co&-. ky-Fenestration Testing Lab� Inc- Test R-eport-No-FTL 87717,44ted 12XV15, signed and 3) Water Resistance Test- per FBC, TAS 202-94. 4. Notice of Acceptance No- 1"712.02 i&-med to ENERGI Fenestration Sobitions USA, This product is apprmTdas describedhemin. andhaSL,baeen designed to comply with %e,Fkdi& Building C -o&7 sealed by Idalmis Ortega, P_ E. (Test report revisged on 021154 6 and 02.,' 24116) 4) Large Missike Imp2ct Test per FBC, TAS 201-94 Inc. for their "TAN3640 and Lighter Shades (,Non-Whiv�) Rigid PVC Extedor iticluding the Hugh Velo� Hurticane Zbfle. 1 Test report on 1) Air Infikation Test, per FBC_ TAS 202-94 5) C yclic Wind Pressure Loading per.FB C - TAS 2203-94 Extmdons for Windows and Dom� ' dated 09/15116- expiring'on 021,10412 L D E sc Rwn ow: series 45A. 7CVZ 7 70 11 Vin3i Sliding Gla -s-s D oor (RAnf. orced) I wAvo 9 IP & 131.0 cam er s-L MI. 2) Umfom Static Air Prumue Test- per FBC, TAS 202-94 along withrawked up drawtags and installation diagi= ofLnnyl slid=_ glass dom, prepared 5. Notice ofAcceptance No- 1"712.04 issued to ENERGI F-enestratiOnSIDbitiOns USA, A"ROV_Al, WC-T41JENNT- Drawing No.NDJ,555770.0, Rev-R, titled "Vinyl Shdiap Glas&DoorNQA (L""` sheet 3) Water Resistance Test, per FBC, TAS 2JD2-%- by, Fenestration Teaing Labv Inc Test Rj2port No. FTL 955Z. dated 11`04(15 - signt-d and Inc for thek"Bronze and Lighter Shades of Cap Coated RjgidjVCExteA0r 21 of 2 1, preparedbT, mauu&ctuies; dated 10i and last revised on GN 112 1, signed nled by andse 4) Large NNsile Impact Test per FBC. TAS, 201-94 scaled by Idalmis Ortega, P. E_ (Iest f eport revised on. 02/15,02016) Exbvsioni � for W, indows -and Dam` dated,094 5!l6�'jeKPj_dagL on 04,116iA. _4i. I Vis nL A. LynnMi er, RE., bearing the Nfii�-Dade CountyProductContw Re io stauVwAhthe-N-otice.-of 5) Cyclic Wind Prmue Loading pet FBC, TAS 203-94 7. Test report on 1) Uniform Static, Air, Pressure Test, perFBC TAS202-94 6- Notice of Acceptaace, No- 1"712.03 issued, to ENERGI Penesfi�ibn Solutions USA, "%lite Acceptancen=berandexpiration dde by&er Tvfiami-Dade, Countv Product Control Sectiom - 6) Foxed Entry per FBC, T, AS 202-94 Test Missile JMPaCtL 21) Large Test per.FBC, TAS,201-94 'FB Inc- for their Rigid PV C Exterior Exu-usions for Window s and Doers" dated N11S, S1[X1W.4LCTRATLN,G- Large and Sma11AFhAk1n4)act Resistant along wiffimarked-up drawings and instaUation diav= of ,myl sliding glass door pirpared 3) C �T lic Wind Pressim Loading per C TAS 2 03 -94 0MG11 7, expiriingon 02�2811 S. Untirations: by Fmm7ation Testing 1,4b. Inc- Test Rqxiat No- FTL W-46 dated I M15- signed and along with mado-d-up drawing and installiation diagram of vinyl sliding glass door, prepared 7. Test reportsNo(s). 10-M-7914)A), i"&MO527,535753-09.:perASTNlE-94, L See table 1 (sheet2) and table 2 (sheet D for apphc;&leSGD -unit sims, design pn%zures, reinfmemeats types, sealed by1dalmisOrtega, R E� (Test reportrevrised on OL04.46 and C2,11,12016) by Fenestratim Testing Lab- Inc-, Test Rrport No� FTL "38 (samples A -I tluu A-212). dated AST1019,29 and ASTNM-635 1. issued by EXOVA to Vision Extrusion for celhilosic glass types.sill, riser (see mble%B-1 & R-2.sheem 7-S) and anchor layout shem re4quirernemis in 11thru.16- 3, Test report on 1).4irinffittation Test, per FBC- TAS 200,94 3 11191 -signe -10 -d and scaled by 1wgeA_ Causa� P_ E_ (Suborkmd vndff.,N50_4A?& 11- composite material 2. Rig�d WhiwPVC, Tan(Non-whfle) RigidFVC andB-romm.cmted(Pammderlan-iiiated)whitE-Rig�dFVCto be 2) Uniform Static Air- Prewme Test- per FBC, T-AS 2027-04 01070-4) (Subwhwed under.,VIOAA76. 11-01OZO-4) z label,ed per referenced NOAsteclukemiews- 3) Water Resistance Test, per FBC, TAS 202-94 8 Test repott on 1) Air Imfiltration. Test, per FBC, TAS NP2-94 8- Notice ofAcceptauceNo. 14-0916.11 issued to Kuramy America.., Inc. for their 3- Egress operable doors must comply with min clear widthorheight perFBC requit�nt, as applicable. 4) Large Iftsile InV2ct Test per FBC. TAS 201-04 22) Uniforni Static Air Pxw= Test, per FBC , TAS 2072-94 "Senin-Gla'st(Clear and IN-Uip) Interlayer', expiing on 07104/18. -of 4� Fock-etwallsunAerseparateapprovat toberevie-wedbyBudding official, 5) C)vk Wind Preswe Loading per FBC, TAS 2.03-94 3) Water Resistance Test, per FBC, TAS 2022-94- 9. Notice Acceptance No- 16-1117.01 issued to Kurmy.America, Inc- f&r their LABELINLG- Eachwit shalt bears pennanent label, with the manufacbtrez's name orloge, city7, state andwriesam 6) Forced Entry Test, per FBC, TAS 2 02-94 4) 1-w-ge Nlissile Impact Test perFBC, TAS 201-94 "TrwHelt "nack-ar, Clear and Color PVB, lnterla�wrs7, exTiring on 070/19. Mowing sftteuwW:'Mami-Da4e, County Roduc t0onvol Approwd"IL noted haleiaL withmarbeed drawin i and in�*)b_ diagram of vinylabdittg glass doot,�prqpared along gS 5) Cyclic. Wind Pressure Loadingper FBC, TAS 203-94 W RENEW.AL of this NOAL shall be consideredaftet a renewml application has beenfiledaod there hasbeemuo by Fenestration Testing Lab-, Inc., Test Rqxmt No- FTL W47. dated 12A4115, signed and 6) Forced Entry Test, per FB C. TAS 202 -94 Y� STATEINIENTS change, in the applicablebuitdi* codenegati-i;ely aflectingthe perforazarre of this product se*d b y Idalmis Ortega, P. E._(Tesl cc OJIM16) along withmarked-up drawings and installation diagram of minyl sliding glass door, prepued 1 Statement letter ofConformance wAhFBC--,-%thEdidon (2014) and C-60kEdition TERMLN.-ATION of this INOA . w1U occur after -the e-apir4tim date or if them has beem axe,.W M' or change in the 4� Test repw an 1).4irInfiltiation T�&_ per FBC._ TAS 202-04 �y Fenestration Testi:ng Lab, Inc-- Test Report No- IFTL 6,137 (sampkes,A-1 thru A-5), dated (2017� issued by manufacturer, dated 094447� Signed & sealed by Lym MMer, P�E_ materials. use. an&ormamdactmeofthepfoductorprom,-za--Nfima-. of*is NOA as anemdorsement ofagyproduct, 2) Uniform Static Air Pressure Test- per FBC- T-AS 202-94 12106A0, signed and sealed by Jorge A- Causo, P. E� (Siibmiffed under NOA lVe. 11- Statenient-letter of no financial interes�, dated (W18M. issued by-martufm1wer- signed for sales, a&-erli9mg ctranyotherpurposes shA NOA.Failurew complywith any 3) Water Resistance Test- per FBC. TAS 202-94 & scaled by Lynn Miller- RE.. section of d6z NOA shall be cause for termination andrenDi-A of NQA. 4) 1AW Mssile Imp2d Teg per FBC- TAS 201-94 3- Lettef of lab canpliance, part of the. above test reports- ADIM RTISE-NIFENT: The NOAnuaber precaied by the words Maini-Da de County- Rbfida,:and Do Howed by th e 5) Cycrw Wind Pressm Loading per FBC, TAS 20�--94 T C. CALC11LATIONS 4. REK Test Proposal No. 17-0387, dated 05�951JL7, signed by Ishaq Chanda- RE. expirationdate maybe displayedin adwrli*ghtezature.. Uanyportion of theNOAit displM*- th-en it sha-11 be 6) Forced Entry Test per FBC, TAS 202-94 1 Anchor VetifiCatiollL Cak with lulat'0115 and Structural =*$is, QMVI�VM FBC--?014, done in. its entirety- along -ardh marked -up drawings and installation diagram of vmA sUding glass door, prepared 'Emestration prepared by PGT_ dated 11%45ano last mimd on 0111 S?16 st ned sealed by -atid G. OTHER INWEMOZY: Xcopyofthis7entizeNOA sballbeproi-viedto%heusef by1he disuftters and by Testing Lab- Inc., Test Rqxxt No. FTL W4.8- dated 1A*45, signed =d ,_g AnthcayL Miller, P.E. (SubffthYed miderlY, 0.4 No. 154.110.0!). L Notice of Acceptance No. 1-5-1110iffl, issned to PGT 11dustriesjor their Scies -;ihallte availablefor inspection at thejob sibe, at tfiereqpestof 1heguildit* offlCiaj,�. seded by Idalmis Ortega� P, E_ (Iestreport,w0sed on, 0 110*16 and 02/11146) - -1. r comp Gkd� lies, with ASnIE-1300-09- `5 'Reinto rced) - LAW, expiring, on 041 557012770" I'lityl Shdiag GlassDoor This NOA.revises &rene-m_N,-0A4-_1bL0429.05 =d coniismof thispage. I ande%idencepages E-1. ]8-21'E-3� E4, Z40t,".1, E-5 & E-6 as well as approwl documearmentioned abom- The m*cufted documentation by Ishaq I Clonda, P1. hhaq, I CIMMAX, PX. khaq I Chanda. PE. L, ir --t o Product Control U-mit bxiperviaor ProduttC 'entrol Unit Supem'sor Product Control Unit Supervisor N90A No-21-029 S.0 2.1 -0 5.0 3 N,0_kT_Ko. !1-0205.03 NOA IND. 21-4205.03 Expiration Rate- ApriI14,2026 �UMALCa- ExpiratiouDate- April.14.2016 Expiration Date- A prit 14.2026 Expirat6nDaw �VrU14,2026 o'. 7 Approval Date- XIarrh Z51 2921 Approv;0 DAte. 21farch 25, 20! 1 Approv21 Datej Alarch IS', 202 1 Approral Date- Alarch 255, 2021 Page I PGTIndusnies, Inc. CGI Windows and Doors, Inc. PGT Indmtrie%. Inc. NOTICE OF ACCEPTA"NCE: EVII)ENNCE SUB-NIEff TED NOTICE OF ACCTPTXN-CE: EVMENICE SUBAUTTED -NOTICE OF ACCTPTAXTC.E: EX71I)EINCE, 2. Evidena Submitted under pre-dous submittal E. NUITERIAL MtTIFICITIONS (Conthme) 3. New Evidenev Submith?d 5. Quanex Part SuDer Spacer Standard' comp4ing withAM C518 Theanal. Conductivity Ai DIFUMTMS 0-981 BTU-inL-1 hr.-ft�T? ASIM F 12249 19A�Pass, AS1M.D3985'0xygenPass, ASIM E A., DRAW INGS 1. Drawing No. MD-55.70.0 Rev-11-jitled "Vinyl Slid' GbssDootNOAW-,sheets Ing 1. Drawing No. INED-5:570.0 Rev B, titled -'Vinyl Sliding Glass Door NOA (LNq% sheets I I through 2 1 of 2 1, prepared ky hmnuftcturer. dated I 0,05A 5 and IW revised on thmugh2l of2l, preparedbyinanufacturff. dated 10,Q515 andlastrevised on 0210V21- W2 MO, signed and qmded by A- Lynn Mner, P_E_ 6, Quatiek Part Duraseal co=h-in with AMI C51 S. Tbemial Conducthity 2.22 BTU-inf 3 9 signed and sealed by A- LynnMI-flff, P Cn -TESTS hr_-ft2--PF, AS`1M F 1249 WVTR-Pass, ASIM D 1434 Argon Permeance-Pas& ASTIA E - This - Note revm= consists replacement of sme e=mg installation screw witliflat head- B. 2189 1.G_ Durability -No Fog, AS M E 546 Dew Point Develcipruent -1,01F in 48 11irs- 1. Test reports on: 1) Air Infiltration. Test, per FBC. TAS 202-94 (Subzu i&,d underAVA IV& 2) Uniforni Static Air Pre_;;sure Test, Loading per FBC, TAS 202 -94 7- Vision Extrusions- Ltd- Parts complying with PVC-AAMA 303-13- Vehugary Specification B. TESTS 3) Water ResW,-nce Test, per FBC, TAS 202-94 for Rigid Polyvinyl Chloride (PVQ Exterior Profiles for Vidon, E=usions Ltd. VEX 1 by 1. NOW- 4) IAffge Missile Impact Test per FBCr TAS -101-94 AAVIA Fenestration Eideiw Profile Catff=twu Program (Submkind underX0.4No. 15- 5) Cyclic:Wind Pressute Loadingper FBC, TAS 203-N 0409 C., CALCTTII�AIRQNS along wft nmted-W ftiwitp and insWiatica diagram of aU, PGi Industries. Inc- 8- Vision F_xft=,'ons, Ltd- Parts complying with ?VC-.kAK4,303l3_ L. N6nf _- representative units listed below and tested to qualify Dowsfi 791 and Dowsil 9 93 silicones, (Subm Ned under X0.4 Xo. 154469.05) (D prepared by Fenestration Testing Laboratory. Inc., Test Repofts No.: 9- PVC-AAMA 303-,13, Vokmtzy Specification 'for Rigid Polyvkyl CWoride (FVC) Exterior D. QT-T-UITY AS STETFLIN, C E YTL-7897.PGTP-%r5520PVCFLxed-Wmdow(und 6inproposalt), datedO903/14 -in Profiles for Vision Fxtiusiom, Ltd--VEX-1 by A -AMA Fenestratim ExtencT Profile 1. Miami -Dade Department of Regulatory and Economic R esources (MM)- C_ U) FTL-20-2iO7.1, PGT SGD780 Alumihim Sliding Glass Door (unk 7 proposaD Fn-n- certffication Ptogr= 2107.2, PGT CA:740 Alum. Outswing C.-mement Window (unit gin proposg) IFTL-20- 10- Notice of Acceptance No. 18-1217.14 issued to Euergi Fenestration- ;&Kolutim USA, Inc. for E. KXTERLAL CIERTMC.ATIONS- 2107.3, PGTPW762GA Aluminum Fh" Window (unit 9 in pfoposal) and FTL-7-0-2107.4. their ---ran 3040 & light shade (non-u-We) White Rigid PVC for L Notice of Acceptance No- 19--0305.02 issued to-Karar-ayAmerica, hic. foirthek > PGT PW-7620A Alunimum. Fb" Window (unit 10 in proposal) dated 07113120- a si� 'Windaws and Doors". expiring on U? 0421 "Trosif6W 171track-ar, Ckar,. and ColorPVB Glass luterlayei-4", exP111119 on OTM24. 0 and sealed by Idalinis Ortega, P�E_ 11- Notice of Acceptance No. 1"122.02 issued to Emgi Fenestration SolutiC4 USA, Inc- for 2. Notice of Acceptance No. 17-*80&02 issued to Kuraray America, Inc. % for their Rigid PVC Exterior Extrusions for Windom and Doori`_ "Sen"-Glast (Clear and %ite) Glass Interfavers7. vqwmg on C. CALCUEAMONS 1 Anchor -with FBC 7111 Man- , 3- Notice of Acceptance N o. 18-1106. 16 issued to Vision txtrukon�,Limited for their -B, ro vm CL verification c*ulations and strtwunI analysis. copplying 12, Notice -of Acceptance No- 2"203.03-: issuedto, Fitergi FenesltaWn Solution, USA. Inc. for Coated' (Painted or Laminated), White Rigid PVC Extoltdor Ex0inionsfDr W fildoWS Effition (2020), dated 0+221-?o Prepaird try manufa.cft'w!r_ Signed and SM'kd by their & h t shade cap 'coated 111ite Rigid PVC ExterWr Ex"sions- for 'Womt gh and Doors"- expiring on 09,30P24. -4-0 Ahtliony Lynn Nfiller. P_E_ expiring on 04116125- - ries 4- Notice ofAcceptance No. 18-1106.11 issued to Vision Extrusions Ltmite4 for their set 1 0 =3 Glazing complies with ASTIM L1300-04, -0. -12 and -1.6. *It 1000 Tan.202 and lighter shades (Non-Wh4e) Rigid Celtular PVC Exterior D. QUALMASSUR.MN-CE F� STATEMENTS Extrusims forWindows and: Doorst oqfiring on 1129M. 0 Mkd-Dade Department of RegbTorf and Economic Resources XM)� 1. Statemimt letter of confomance to YBC 71& Edition (2020), dated 04MCO_ issued by -IS manufactmw_ signed and sealed by -Anthmy Lynn Nfillm RE, ATE F, ST_ 3JEN E. ALATERLAL CERTIFICATION'S 2. Statement letter of no financial interest and of independent, issued by mantifacturer, dated L Statelnerit letter of conformance to ]FBC` -;tl EditiDUL (2020), dated 02,01;21. issued by L Nctice of Acceptance No- 19L030,5.02 issued to Kui-m-ay America, Inc. forth& 04/1 9QG_ signed and sealed by Anthony Lynn Nfiller, P _E_ manufadmmr. signed and scaled by Anthony LynnMziller, P_E_' Cl) 'trosif6l& 171traclear, Ckar, and Color PVB Glass Inttrbyers7.,expft-iug; on. I Private Labeling Agreement document between PGT. dated 03130)15 and signed by -all 2- Pri.vate Labeling Agreenmr,dated 03Mql betwem PGT Industnes, Inc. and CGI 07/0&24- involved parties, WiaOoo7s and Doors Inc., signed by Dean, M. Ruark, P:E., VY. FAgineenag, on bebal of 2- Notice, of Acceptance No. 17-0803.02 issued to Kuraray America, Inc. for their "SentryGhsAi bothcawafties- (Clear and Allite) Gbss Interhyers". expiring on'OVOC21 �G. OTHERS 3- Notice of Acceptance No- 18-1106.10 issued to Vision F_xftusipm Limited for their L This NO -A. revises NOA# 17-0420.06 (PVT wiCGI) and updates toFBC2020,(71EdiWn), G. OTHERS "Brown Coated (Painted or Laminated) White Rigid PVC- Exterior Extru, siDus L This _N-OA revises & renews N-0.0 20_OL429.05 (PLA w/CGI), expiri�_g OV 14,26� for'Wmdows and Doors�'_. expiring on 0930,,24, 2 RER Tiest proposals #19-115 15 dated 0 V10020 approved by Ishaq L Clianda- P-E expiring 1 he current associated PLA CGI f ile #21-0205.01, expiring 04/14.126- 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their 04.114t21- CU sefies "WE 1000 Tan 202 and lighter shades (Non-111*) Rigid Ceffular PVC Exterior Extrusions for Windows Doors7. 12,121?n 1. Uj and expking on 15haq I Ckanda. P.E. 1**q1,(:Uud " w, PJE. Product Contr4lUtit Supervisor Product Control Unk Superviwr ',N70,.k No. 21 Product Control UE-a Superm, -or -.03 wo"A, No. M 1-6 2 a 5"0 3 Exiratiou Date: 4p.ril 14,1016 'xpiration Dat Aprfl 14 < Expira.-dooDiae- April 141,2016 Appro-y�al Daft.,_XEarA 2.,-. zon Approval nateo, Rareh M."011. ov 101"1 far F -9 1-6 SHEET NO. March 6, 2023 PA 1.4 N L M N U MIAMI-[ 1AD1 vlIAMI-DADE COUNTY F.T (D N � C O PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA. LLC Cast -Crete USA, LLC Cast -Crete USA, LLC N CL O ea 0— BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 (7a6) 31S 2590 F (7W 315-2599 NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED sv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � ++ � � Co � 6 -- � NOTICE OF ACCEPTANCE ('NOA) 3VM.miamidade.gov/ec2nom 1. APPROVAL #03-0605.04 EVIDENCE SUBMITTED UNDER PREVIOUS AP RO 3. - EVIDENCE SUBMITTED UNDER; FREVIOUS A�`PROVAL # 12 02(l9,11.2 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 ® -a : d Co 0-0 O O .- s-- N _ Cast -Crete USA LLC 6324 County Road 579 A. DRAWINGS A, DRAWINGS A. DRAWIN�+GS = s 0 CL � 0 'S Seffner, Florida 33584 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, 1. Drawing No. FD4612 titled ")'recast and Prestressed Lintel Details `; sheet 1 0 g f 1. Drawing No. FD4612, titled Precast and Prestressed Lintel Details", sheet 1 of —I v a -- L.L � .— — prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, re ared b Crai Parrino, P. dated March 24, 2003 and Drawin No. prepared y g g 1, dated 03124103 and Drawing No. LT4612, titled „Cast -Crete 4 ", 6'" & 12 " -� O M O > SCOPE: This NOA is beingissued under the applicable rules and regulations governing the use of construction materials, pp 8 g g als Cast -Crete 4' , 6 & 12 Lintel Safe Load Tables ,sheets 1 through 3 of 3, prepared by r"I 2 03 both Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated Ap i 28, 0 L7'4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables'; sheets 1 f Lintel Safe Load Tables'; sheets I through 3 of 3, last revision da ed 06112114, al _ h 'c N � d ' — O L N .� O L . documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P, E. through 3 0 3, prepared b Craig Parrino P.E dated March 24 2003, last g f P ,F Y g .. +. revision dated March]], 2008, all signed and sealed by Craig Parrino, P.E., on prepared, signed and sealed by Craig Part tna, P. E , an 08/19t14, a . w 3 � o- � .— to O cohe ,� � �+— .�., � Section to be used in Miami Dade County and other areas where allowed by the Authority Having' Jurisdiction TESTS March 22, 2012. B. TESTS d a c C� (AH3). B. 1. Test report on flexural testing on 4" 6" & 12"Pre-cast Concrete Lintels Filled and 1. ]Norte. 3 This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coup Product Control P County Un illed Models, total o 13 concrete lintel specimens, erAS'TME-529-94, prepared f f (1 P P P P B. TESTS C. CALCULATIONS 3 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami [lade County) reserve the right to have b 'A lied Research Laboratories, Report No. 30404A, dated 04110103, signed and PP 1. None. ., this product or material tested for quality assurance purposes. I1 this product or material fails to perform in the sealed b Christopher A..Flamon. P. F, e y P C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014 pages 14,201 through 14.236, . 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, modify, or suspend the use of such product or material within their jurisdiction. RER. reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculationsfor Crest -Crete Lintels, dated 05129103, 207 pages, prepared by Craig QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements. of the applicable building code. E: Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the Nigh Velocity Hurricane 2. Calculations for Cast -Crete Lintels, dated 0512910$, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIALCERTIFICATIONS1. MATE E. MATERIAL CERTIFICATIONS None. Zane of the Florida Building Code. I. Name, DESCRIPTION: Cast -Crete 4" 6" & 12" High Strength Precast and Prestressed Concrete Lintels ( ) , g gt D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT; Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet l 0f 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 081191.2014, 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 from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets t through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002 by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 20 i9, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-€ 821.18 ]Miami -made County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. Nine. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade preparers' by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. None` B. TESTS County logo. , e Load Tables" sheets I through 3 0 prepared b "Cast -Crete 4'6" & 12" Lintel Safe ,f f 3, g �' e P �` 1. 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 ,larch 24, 2003, last revision dated March 1.1, 2008: Craig B. TEST'S CALCULATIONS change in the applicable building code negatively affecting the performance of product. g pp g g y P P B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None, C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS1. 1 None.D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 13y 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 CERTIFICATIONSADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. 0y Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt 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 F _. E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. eimy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. eimy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Pro uct Control Section Supervisor Product Control Section Supervisor ® NOA No, 20-0630.15 � NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 rnrf6aa Ex iration slate: 09/11/2023 ..., o ` P Expiration Date: 09/11/2023 P Expiration hate: 09/11t2023 Expiration Date: 09111/202 c,g J, a) f0t e Approval slate: 08/20/2020 Approval Date. 08120/2020 ,approval Date: 08/20/2020 Approval Date: 08/20/2020 r� Page E-1 E-1 E-3 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. ]None. B. TESTS B. TESTS 1. None. 1. Mone, C. CALCULATIONS C. CALCULATIONS CD 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS. E. MATERIAL CERTIFICATIONS 1. None: 1. None: (D 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 # 19-0130.14 2. Compliance Letter with the Florida Building Cade, 2020 Edition, issued by Cast- O A. DRAWINGS Crete USA, Inc_, dated Ob/11/20, signed & sealed by Craig Parrino, P.E. 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details°; sheet 1 of > L_ 1, prepared by Craig Parrino, P, E., dated March 24, 2003 and Drawing No. � LT4t 12, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I O Q through 3 rl f 3, prepared by Craig Parrino, P. E" , dated` March 24, 2003, last S— ♦--+ revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on (-a January 22, 2019. =3 B. TESTS 1. None. C. CALCULATIONS I. None. t!3 D. QUALITY ASSURANCE ♦� U 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion far a name change. O L i� W C-Relmy A, Makar, P.E., M.S. C71 Helmy A. Makar, P.E., M.S. � Q Q) Product Control Section Supervisor Product Control Section Supervisor z J NOA No. 2"630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11=3 Q Approval Date: 08/20/2020 Approval slate: 08/20/2020 � E-4 E-5 W SHEET NO. March 6, 2023 PA 1 ■ PRQD1X1yW ON REPORT&Q. 20�Q728,01 2 PRODI LEYAILXA1WARtWHJ_ND_1L-V" 3 Z11LIECO imc\ 1 TILLIT TESTING G ENGINEERING COMPANY 2.2-TE-ST, RE PORTS: IMARTERIAL CHARACTERISTIM AN I PECIFICATIONS; __ __ - ____ WATTER A. TILL17r, JR., F,E. 'Otc.].CO Large missile Impact and fatigue load tests were performed under Protocols TAS Shall be Strictly in accordance with General Notes and Components indicated on ,,tfl I_ , 44147, In 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing FL C-1 Li- � 911, D606719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports ft 96-569 dated 08/09119-96, #96-570 dated 09118/19,96, 26, of Product Evaluation Document (REID.), drawing No. 20-176, PRODUCT EVALUATION REPORT #96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina, P-E., Fenestration Testinig Laboratory, Inc. reports # 2032 dated 04116/1998 and * 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIQNS CLF USL- REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. I.I. Shall bestrictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile lost report No. 9CM-197 by 0C Metallurgical, Inc., dated March 13, 2009, an sheet I of 26, as well as General Notes # 1 thru 4and I I thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters siuned and sealed by Frank Grate, RE, prepared by Tilt000, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT $US -CATEGORY, Storm Panels j.-S.-S-T-BUCTURAL ENGINE . T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchorspacing vs. design wind load and panel MANUFACTURER: Global Praftation length based on rational and oomparativeanalysis, and in accordance with 7.3, Product shall only be Installed Into poured concrete, concrete block, and ErRituglitlIA 4800 S.W 61 Street section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame, structures. Davie, Florida33314 dated I 1 103/08 and 03/12/15, signed and sealed by Walter A. Til lit, J r., P. E. l. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RES11STANCIE: Product Evaluation Report prepared by Walter A- Tillit, Jr.. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A.T1Ill% Jr., P.E. (System Large missile Impact under section 1626 of the Florida Building Code, as per No. 441V), President of Tiltero, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. 4. WIND LOADS RESISTANCE- ,kol"101110111" 0 N T14 '10 ,,.,Nivl�'�� I.... 441% -I- I`� 20 Gage Galvanized Steel Storm Panel has been verified to sustair wind 0 ,�� - ,/, . , �p �� p:%-�..-`\�CEN,qe`-., A& This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall beasindirated on sheets 8,10,14,15, �____ 2 . �.. - .. '- S � S been verified for compliance in accordance with tile 2020 Seventh Edition of the 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. I'll __ ,44167 . -_ . * 1 - - i - * Florida Building Code, and to verify that the product Is for the purpose Intended 20-1176. Maximum Anchor Spacing s�hall be as indicated on sheets 8, 9, 10, I 1, 14,15,17,16,19,20 . - ., �� , I - - '- STATE OF at least equivalent to that required by the Code, 26 and 26 of 26, of Product Evaluation Document (P-E,D.), ,-',1:5, 11 �� , ., _1 I F & . C drawing No. 20-17C / Vql<% ,A, 4ORIDW'..' , ....... q;t �r '�,. This Product Evaluation Report shall be subject to review and revisforn in case of . ,.;. �L I, 2Z V " ,,,;, 810N�'�N' ow "Onillsilowl)"N a Building Code change that may affect Its limitations and conditions AiNSTALLATION, Installation shall be performed Strictly in accordance with details indicated on 2. F-ADENCE SUBMITTED sheets 3 thru 7, 10 thru 20, 23, 24and 26of 26, of Product Evaluation Document WATILL D�� TILT rCO ADMON RECORDS I P. E. RSPORT-20 k GLOBAJL PROTECTION PRODUCTS, LLC � 20 13AGe 2II. PROPUCT EVALUATIONIDOCUMEN - (P,E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALvAiNaEb STEEL STOFW PANEU DRWG * M178 � REPQkT #20-6720,01 ._J(R,EQ,L Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14,16,26 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Ing.; signed and 3caled by Walter A- (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral Part, 0 willp"161", ,,,,%iMIMIfJ%% Evaluation Report, 40% N. rk It, #sk�'ls:�_% i "`.% " O� ........ /o� 5k '01 ?, A 714M� !". 0 �x �. I$ 1-11; - I , , , ", A/ .. ' I '- " w%I . ___1 cg"� "0EN,y"-. - � I., 0 , An ,� -------- _,�_ ---,----W- , I e % I �,_�_,!It 01:;j� , - Nr� E Nse %:P � L �--, _� .. V 2r- - _-_ �<-7�= ". !EE� �_ - __ S . - - --- , -- .?----1 No, 44187 % = 7,'_FdI�� - *'. *. ! , * . ,W, � A-_':�t�-441 67 t-_� . . I* Xc -- : - - T------:i - :� - ", , - I,.; " . S / ?, __ .A i '011 1-1- . 1. - / / z_,q:� STATE OF _�IIQLZ � S-111 0. I, � " e. '. 11 , , , C, " A4 Op. In' , ' ,� " , .111, ... I ' -'* i�, ' ... I,, I(, I A1q. --- - q� , A ,Z, �. ZORM .-',4,r , -le", Q - � I ...... *�-,p 0 - .P 6355 NX 36th Street Suite 305, Miami, FlLprida-3,3166 - Phono� (305�) 871-15, - S I P�4 , U NAiL-Tc- III- "11111,11110holim"I" 10 ItHosiol", "" . . . — GENERAL 0 1) M CASE "I PRECAST STONE, OR PRECAST CQNCRETT PANELS, STUCCO OR WOOD ElOARD-S BE FOUND ON THE I O" POR W WIDE GM*= SMEL SOWN aSN" EXISTING WALL ANCLIGITS SHALL BE LONG ENOUGH TO REACH THE MAIN SMUCTUR, BEHIND SUCH PANELS. I STORM PANEL SHCM ON THIS PROGUCI EVALUATON DOCUMENT (FED.) HAS KEW YEW" rOR rW,PLMCE IN MrHOP" SHALL BE AS MEW04ED IN &.1) AND IN 62), ACCOACANCE WITH THE 2020 (?M OFTICN) OF THE FLORIDA OUROIN4 CODE 'I', 1-11 ,- DESIGN YAW LOADS SHALL BE DETERMINED AS PER SECTION I 620 Of THE ADM MENTIONED COMM - .. ., FOR A r WHERE THE% $HU 1HEE=0 AND - #44-10 PANELATE FEMALE 0 AND FARVIVATE PLUS ANCHOI AS MANUIPACRAIM BY iLCO CONSTRUCTION PRODUCTS IDOTAS %JkIRV%CTTON POR A rw ING ASCC 7-10 AND SHALL ,�r fAl D) - I/A*TT LAC SCREWS PER NAS. )MCC= Y F= R XM 086 001W DESIGN POMW RATINGS INDICATED ON SHEETS 7 THRV 12, 14, I'D. 14. 19 * 20� - 7/18'* IT 5/8� WOOD WSHRK. A-5 [WRISUTEO BY AtI, POINT SCAM� SOLT * $05OW-Pf CO IN ORDER TO VER,rf T;TE AWE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-�6 C 1) MN1,WM 11MROM FEWPAPON R410 WOW OF TAPCON ANCHORS SHAUL BE 1 112' AND 2- FOR ELOO PMU44TE PQQ5 -SHALL BE FIRST REDUCED TO ASO. DESIGN WINO LOADS BY MOLPPLYING. THEM BY 0 6 IN ORM9 TO AM PAMW44 POMAU a COMPARE -MM W1 VAX (A-S,01 DESIGN PMMIRE RATINGS INDICATED ON SHEETS 7 T14RU 1;, 14, 15, 16, tg & 20 IN ORDER '* VERIFY THAT ANCWR5 ON THIS P-L 0 AS TMO WERE NOT OVER STRVSSED� A .1," "CREASE W ALLOWABLE Cl) MINIMUM THREADED PENETRATION OF LAO SCREW� INTO THE WOW riAME UNIT SWL� BE ; t/2* 00 THREADED PIENIERVITION INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE PEOURED THAEADW PENETRATION. STRESS FOR "NO LOADS WAS W1 USED IN THEIR ANALYSIS, PAMNERS SPACNr TO )NOOD HAS MEN UETERMINEO IN ACCORDANCE WIM NOS 2018, C,3) MKIMUM ME OISTO" Of LAG SCREWS. INTO WOOD SHALL BE AS INDICATED 1-4 T-T?� OPAVANC STORM PANWS ADEOLACY fOR IMPACT AND WAND RESISTANCE HAS BEEN VMnEr IN ACCORDANCE WMk SECTION 1626 OF THE ABOVE MENTIONED CODE A-' PER N"NdCANE ENGINEERING & TESTING INC REPORTS 94r_5C§T 96-670 & 96-T30 AND C 4) MINWRIM PETTETRAnON OF WOOD BUSHING SHMI BE 5/8' 114� 0-20 SCRETM5 U50 SMALL OF I 1/2' LONG MINIMUM � FENESTRATION TESTING LAB INC. . REPORTS 02032 III #2126 . AS PROTOCOLS TAS-201, -45-202 AND TAS-203. WOULD _17TUCCO 0ttr. AND 1� MINIMUM �01? WALLS WITH NO STUCCO. . AS WELL AS AMERICAN IIEST 0a OF SOUTH FLORIDA REPORT- 002MOT-09, AS PER TAS M. TAS 2a,' AND TAS 2OZ STANDARDS C 5) IN CASE THAI PRECAST STOW, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS BE FOOND ON THE MSTINC WALL� ANCHORS SHAILL BE LONG ENOUGHT TO REACH TTOE MAN STRUMORE eEkINDI SUCH FAMELS 2 ALL ALUMINUM EXTRUSIONS XC BE 13063�1`6 ALLOY AND TEMPOIL (LINLES'S OTTIETWmE Norm) SIX SHEET 2 AK*MRAGE SHALL BE AS MIENI ONED IN C. 1). I; 2) & C -) 3 ALI ALUMINUM SHEET METAL USED AT CLOSURES Sl� HAVE 3105-04 ALLOY. (I)) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECTFiCATIONS Or THE MCHOR'S MANUFACTURER A ALL STEEL SHEET METAL PAN" SHALL 14AVE STRUCTLIRAL QUALITY S,TEEL ASTIR "01 CRAM 50 MINIMUM, 60 4 PP14RS MAY ALSO BE INSTALLED NOWOHRALLY FOLLOWING INSTALLAWN DETAILS SHOWN ON SECTION 3 THRDUGI, 10 (SHEETS 4 GALVAIAZED STEEL CESIONRION W/Ff- SIBS Hs, (AFTER ROLLED) OtRWOH 6) EXCEPT THAI KADERS, a; III Q SHAU. Nor BE USED 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 310 AISI SERIES OR CORROSION RESISTANT CCATED MOON STEEL AS PER 9 0 SHALL RE THE RIESPOWBILITY OF THE CONTRACTOR 10 VENTFY THE Mpnal STRUCTURE WHERE SHUTTER Is TO K DIN 50018 W/ 50 Tat WILD STRENGIN AND 90 T,si TENSILE STRENGTH & SIML COMPLY W/ FLORIDA SUILDWO CODE -4 ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY TOTHE SECTION 2A 1 1 � 3.3 9Uk1D`NGS1 CONCRETE, BLOCK OR WOOD FRAME 0 BOLTS TO BE AS11A A�-JO? MVATRZED STEEL, 04 NSI 504 SMIES `FfAINLESS SIETEL, WITH 36 kV WNMUM rELD STRENGTH, 10, 1EA01 REGULAR STORM PANEL WON LENGTHS MR W-8 THROUGH 12'-4', AS PER SOCRONIS 6 8 2 & TO AND ALTERNATIVES ft, `M;�N64 � ANCHORS TO WALL EMU DE AS rOLIOWS� SW & IDW ON S * 'ELY. SHAILL HAVE A T.WEILE AND mt ymiu INSTRTRIIXG OWER OR Ste=" �LSE 41 1Z OESPECTIN FAN, TENANT To WITH APPLICABLE REINFORCEMCHT DURINC, PENIODS OF HURRICANE WARNING (A) � I 1 THE tW&LXf*N COWACTOR IS TO SEAL/C4UW ALL SHUTTER WWPONINt EDGES WHKIN REMAIN IN CORTINOOLT5. CONTACT WnH MANUFNCTORU) BY I T8 AVILOFTI, INC,, (it," V-31$1 -i) THE WIMNG Ts PRCVENT WIM/pAIN NTRUIMN - � /4� " * 7X CALK-01I ANCHORS, AS MANUFACTURED BY OMLT NC� (FAIN, l'—NODO ,T�0 - /4'0 � )/4� SOLIO-SE7 ANCHORS, AS DISTRIBUTED BY ALI POTNt SCREW, SOLT A sPECK-Y CO. 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN 40S DRAWING PLUS AW PULDIND AND ZONNC REWLAMNS (M- t'..100 0,.I.) 5IMOVIDED ff� THE ORMT)"ON WHERE PERMIT IS APPLIED 10, - 014-To PANELVATE fEMULE TO & PAN"ATE, PLUS ANCHOR$. AS MANLOACTUMCD BY ELCID CONSTRUCT" FIRODUM_ (MR, .1 , -PSO P_,ILI.) I .1 (6) THIS PRODUCT EVAWA71ON OMUMENT (RE O) PREPARED By THIS ENGINEER IS GENERIC AND DoM NOT PRWDE INTORVATON - 1/4�0 CF TAP-CITTIP ANCHOR$. AS MANUFtACTILRED By TRU-FAST CORPORATION (1'3600 It -) POP A SITE SPE041! PROJECT; vo. WHERE THE SATE CONDITIONS DEVIATE "POM TH9 P r_t� A. I) MINIMUM EIAKCAtEN OF TAKom ANX,Hon INTO POURED CONCRETE SHALL BE I 114- 2' FOR PAND.MATE FEMALE (6) WNIRK70R TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLAnOTM INCLUDING IIPE SWETT Of THS PRODUCT I BASED ON THIS Plo. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 4 AND PANEIKAUDE PLUS AND I 1/4- FOR CF TAP -GRIP ANCHORS CONTSTRL-CRON SAFE-Y AT SITE IS THE CONTRACTOR'S RESPONSIBILITY k!) CAL-K-IN & SOLID-SEx' ANCRORS S144-L HE EMBEDDED 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO (c) IRSS PRODUCCI EVAUJAIRON DOCUMENT WILL BE CONSIDERED INVALID IF MOMCD STUCCO SMALL OF PERMITTED- 1/4- 0-20 SCREWS USED SHU BE I Ilr LONC MINIMUM SHOULD STUCCO EXIS1, NO T� MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL TfflZEAOM SCREWS W/O HEAD. (d) STTL SPECIFIC PROJEM SML BE PREPARED By A F40ROA REGISTERM ENGINEER OR ARCHITECT WHICH WILL BECOME THE Mo WITH WNG Murs ENGINEER OF RECORD (E.O.R�) FOR THE PROJECT. MO WHO WILL RE FeWORSeLE FOR THE `I`RDPER USE OP THE P _r .0� ENGINEER OF RECORD. ACIINKC AS A DELEGATED ENGINEER TO THE A,J� IN CASC THA7 PREQkST STONE, PRECA-SI CONCRETE PANE151 �AVEIr, 57t.,CCO OR WOW EOAROS BE FOUND 0% �F P,E 0 ENGNUER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FUR REVIEW, EXISIING WALL OP FLOOR. XW40RS SKALL HE LONG ENOUGH TO PEACM THE MAIN STRUCTURE 804IND SUCH PANELS AW-40WA SHALL HE AS NOITTONED IN A 1) AND IN A,2) go) T61S P10 SI,WL BEAR THE DATE AND ORIGINAL SEAL AM SIGNATURE Of THE PROFE=W ENGUe.-R Oi RECORD THAT PREPARED IT (a) XJ&2hL="MJ%=_y&A_A0"7_9k -Y, $Me, $4 SHUTTER MANUFACTUREWS LABEL SHALL BE LOCATED ON A READK� V9441 L(KATON AT STORM - f/.' 0 TAPCON ANCHORS AS MANUFACTURED VY I I W� BULDIE PANEL SHUTTER IN ACCORDANCE WITH SECTION I709S,S Or Flo COM ONE LABEL - TIC 0 I, 7/E' M,K-114 ANCHOI, AS MANUFACTURED Eft D_rWkLT INC (TAN, r�iSDO p_n�) SHALL RE PLACED FOR VERY OPENING. LABELING to C.M.L. WRN-%=`GrGgS,, G, -THE - 414-0 X ,1/4- Swo-SET ANCHORS, AS 015TRIOUTEG BY ALL POW, SCREW, BOLT * SPECALTY Ca R.ORRIA BULLOIrr, CODE, (MIN, f . c-Im o.1) I - #I+- I 0 PAND,MATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MMUfrACTIOMD By ELCU CONSTRUCTION THIS DRAWING SHALL I �� OMAA KRM" IN, 1HE'S1 ORR, "207t P*0 ,"IsOIT104"N' %, - IPRODULTS /4 - I * CF TAFI-CAP ANCHORS, AS MANUFACTURED By TRU-FAST CORPORATION :10 - 114 0N 1-11. 8,I) MINIMUM EMBEDMENT W TAPCON ANCHOR$, ELCO PANEIA(AIES AND CF TATI-RIP ANCHOR. INTO THE C04&'�_-' ' * * FLORIDA BUILDING CODE (High VeNocity Hu, an* zone) v ' BLOCK Law -�HAU, or. 1 1/0, I .=,T MILM " 'r 0 I* ' -. �� 20 GAgt GALVANIZED STEEL STORM PANEL o"A'I'l, IN, 9,4 CAIR-114 * SCLID-SET, ANCHORS SHALL BE ENRIEWED 71e INTO THE CONCRETE BLOCK UNIT NO EMBA . W# * = - INTO STUTOCO SHALL. BE PERMITTED7 I/4- 0-20 SCREWS USED SHALL BE T 1/2- LONG MINIMUM SHOL141 M��CCO I -- , / ", GLOBAL PRO ECTION PRODUCTS, ULC. "' I GLOBAL PAID � CAL E,IIST� Mo 1, LONAAim FOR WALLS WITH No STUCCO. "J, �___ S-O' L EC r, � O_ ,*C \ AMK3W 5, � , STA OF / .. - so". i 'I- ""'"" 'I R_4=--Wr= n- � "' 0 R D ir.. - ff ___. - VNIOM-15.1% �'X(_)M6.1 20-176 Q._!��',�;.� 1, 11"�zT.C.". - _ _"*i,'&',',' R=R&RVq — I- 0� - �1'�4.0-- ' I I - - I ,�NAt !_ �FI�11 F9 I ! - I - I I INHAMA110N DETAU FOR REQUILAR PANE ft &L-a INIQ EXIMNG POURED CONCRETE QR_ r&N ETE BLOCK MUCTURES .. (W ON ?MOAN CONCRETIE AMCNORS NA I . VMS 6 a) DAM SCHBDMLE ON ---, � �_ � - 'MEM - �� ' COMORM ANCHM a TATIQUON TO 'L - -- CONCRETE ANCHORS - �-E-D , X I -L( 1 n (511 SDMU ON 1 �04 Iiiff, (SM ScNazu ON , - =�',= � - - SHEETS 9 r-RoLTON 9) - EXISTING POURED I SHEETS & I-MM" 9, _�,, .�) -8 "Po" I - —. -4 - .- --mm'-w-, i ��K��`,, `�,�- __\ I,, -!' ML— � �N ,2-1 -- - �� I i . 'S I .1 If4- I_t__M I , , 1: OLT,, ft= , ____ -, * ' - im, --I I CONCRETE REOURRM 4 , I � � - /4' , -_ , - I ; � r4c-�_ _t __ a,- __V - -_ --I I r _S i - ---I i 1 1 - ,�_ *' EXISTING PUMP Pa. 1, � ; . I � . I E I ,�, 7W CaNcem ko� � &b. " W I �`� li'. 1 1 I I � - RE*"F* J I � _1 I ED. "`� - T,", :J__7,, t_W_ 2 g t� t) - , --=--U-D:" ��R , 1 1 §'§ - -.1 . � -1 i I , . 11 .� �1. - . � � I � -1 " g I a :.111',,� I. � I 5! � "N" I , ,_ k- , , 'aw., I I � I i 9 12�11Z,`�,_) .�L t oftaw. �� , ! 1 le-:5. a I g I � IT "T 64 i 12 Tir Mo, I " $ I _(D TS � I" _10 471- to 9 ! txm I � 15= �� TO" - ; 1 -1" � - �NK, i 01 I M - Inatm I i - MIT VWA.W-- =11.4 P I "."__� I 9 - (11) I AT CUWA, I . i - � I "L I'�,�-_'- - - I I t � N .� , I - -_ __J I - , 0=14-it __ =4�, - - _] I R =% I - , Ki,e ---,.- _- - - li I I - S i I � , " __ __ 9 I 0 1 1 1 I ! : � I I I k i i _(D i : § i t I I 11 *, ! I I I 11 'rt,,�L',��.� i -, L-��_,, �. *_ I I : I I : I "k.�,, __.,� � ,-- - I i 1 � a! I t I 4 i 9 �, 1:r. I �e,,, : , I Azlw� � " _,� , I I I � I � I , I r TAIF: IM'... ,,, -1 -- 11 I : I V1`V`NsTuiIT.,7 ,� � � -- 4114 4 EXISTING POURED . E. I - i �2 t1r = I I � §1� _ G_ ��. I : 4 E�g IT i . EXISTING POURED � ED- -� -_ - CONCRETE OR - � - I -k ! ;, CONCRETE OR --- : I - � — --- __ -.1 CONCRETE OR -_ � , *� ! I �i,yc :, r - CONCRETE OLD" ;, - a—.. i — I EXISING POURED i I __ ___ - �1 - I EAW STW 0 . 1 CONCRETE BLOCK , - ,� 1 : _�, - . � - ! III "W oc. " I I - __ - I CONCRETE BLOCK � - ,,� �,� PEOUNIM - z , Ir REWIRED, I - ,/2- I ..� .�t�-- 3w- 1 -,�,+:�.. _,_ ,z�---�--,�,-,' - -C , i � . E I I I I T�� I L I I � "' , - �� --- j , f , I I , , - I �, � / — "I" f- I - � - ____j �FWREO: , " I � - 'i", � 91F* 39 �� , REOUIRED - . / � � --�13V4 - ` I , � HUP , �' ,� __�� i� -1 ,�] - _0a' �` , 1 I I - --) 0 1 0. , -0 Yl--. :10" ,�� L4 OKI- W 0- I WNCRTM ANDHOMM i, �',' �_ I WRETE — - . Mo. i �,�� 4 , W CONCRETE ,4, 31", 0 r 0�c. Z 19 - _- �v -, . X 3TAgacm".l ..— I T �'� SCHEDULE ON ,'� (WE 504ma o.- oIi,, 1- or C (WE SCHEME ON SHIM a TNTKXXH 0) 4) R7 "', .I, - SNECTS 0 TWO" 9) SHOTS 8 THROuck 9) I �- __ R MOWING -- - - ALTERNATt 9141 MOUNTING ftu.&� I Z a a a W 2I SOME 316-i- SCAT 3/11-1- Scxt 3/8-1 I ,I,= %._, � � "I . ... ... '111 --'-,--'-I -1111- I i a ED. - EDGE DISTANCE 1 w U� 1 r-N tSEE SCHEDULE ON -,,- - MOIWWWW -SHEETS a & 9) - 1 ,!) it Vs, I A ! : I i I 1� aIx.e NOTE MR : i �, I sTuoe I :1MO := 4 It.- a� :� g 01 UP 0 FIE Top & 8 o� RTOSSM 1 k&IIIININ11"' 0 tik A r/, 1�1111' COMBINED WAY W i - �L ' INSTALLATIO ! ..: Z "'N _________j "9;, �4 ,.- __4" -, Lk% �_ . !I; , ' 1 4 1� 1:��, �` � �,,,,'� .F Vdt- .. ,�, .. IJUM ,��,�_,��_ - ,1� .... - � EX t � "I .. .. 1'� FLORIDA BUILDING CODE (High Velocity Hu Cone Zone)l ,, �f . - , - =�� - 3/4 '- " , - 7 - � "P. REQUIRED. �______ExD__ "I., I a *.. . = MW TLYM INC . " %, . E 20 GAGE GALVANIZED STEEL STORM PANEL CONCRETE ANCIIM . �, 04,01, W _TSC[ 't. - * 8� ON R� I 5 -V, .*z SHEETS i� _P I. JAfE 9F__ F ------, GILOM PROTECTION PRODUCTS, U.C. "oF"'M 'V�; Oad*�,�._ -�:, IILIECO...� CEIUHQ 1 4w SVI 5y 57RW - I "I%`,�/ 011 zftl.1a_-==i��:7. P"", '- T,- FAT, (-a-) - 'Sa. DC.qX_nM, "' M,,.a., 20-176 CA-40ovis lt,wj- -.1iiiiRm, I MR I — F—� --r —_ IWAIMIC W, Se" 3/8-11 .r ....... T'L ""IM"""M , 11- I - - , , I 1 :::=::J--- wm 4 ar 26, 1 1 A—r—T I ,/ I I 0 ECO iir41\._' TILLIT TESTING & ENGINEERING COMPANY __..____.___ _ -1 ___ WALTER A. I ILLIT, JIL, P1, PR F1111111101=27.1-011- ' - ODUCT EVALUATION RE "0_1 FLk:A. Limie -10. 3-34D46?L6J'9 REPORT NO.: 2O-W27.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels I PRODUCT NAMEJ- 24 GAGE GALVANiZEID STEEL STORM PANEL MANUFACTURER: Global Pmoction Pr_Q lucw= 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 61020-3, Method ID of the Florida Department of Bustriese and Prof"slional Regulation, This product is being issued an Evaluation Report as described herein, and has I , been verified for compliance in accordance with the 20�0 Seventh Edition of the Florida Building Code, and to verify that, the product Is forthe purpose Intended I at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EV_IDENCE SUBMITTED: Z1, PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 18 of 18 prepared by'rilteco, Inc,; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0112712020. This drawing is an inte 064DIS , Evaluation Report. S��RO�W.N'14 1, 0 ,\; , ,,.:..I Z/�,,,,�, N4 I. I .� , - :,$:k\' --`\�C,EN,T,`�. ,/A � -, -t . -, ,�. ... �, , 4, ' __ 1 ��P�� .. ' S " ---' -, , , 167 ' 1 , " -7,x - *t,/ * ,*! '111'1::A;�,� . , - Z / ,��11 I- - E , ,.,It -1-k. I q�11,-,(ORON ..., ". I . _� 6.355 N.W. 36th Stroet, Suite 305� 5)871. ;: .�, I-, 0 1 , Miami, Florida 33166 - Phone: (30 N&ftX, -1531 r 10"hilmom", OMEQN-ENTS Q REGY FO -LAB I% LIEE SAFE1Y 25TORM PANELS (SCALE 1AT') �__ _ -,--,--,-- ____ , - , - --,.,--,,-,�,-15,19rotMWMTH�-�-,----.--',-- ------= �--1---1---ISIW traTAL WIGTH) , , I --._--- - � "r"--,---'-"----.-----'-"-�-"" 12-W (EMCNVE W4CTH)1___ . - ___.___ � � � I I � I I � T 6.2wl- -- - - -- ---- - -- _; - -11, - r & 1/4� ---- ------- __ I � rl-"------- __ i � 1 i . I 1.3pl- 1 " 'W,. ; � 1,S1. 1 �_, !--I��fo ,�, I rlj5o`-� -- ,,,,�.'�. � om, MA THICK 1-050*/4 � I 1. I , _,, I 1 _`-" -_-J _�So'_- ,t'l - I , I I I �11 , . . I 11 , -1 I , ,� i __ , iZI44E6 wm ;,I � __ " , - -- , 4�' Tzpv- , I li L - - , - , - - / - -7 \,,-, s.- ___ -, , � I - � 11 I , ;;I-- �1_ I AMIM A-4wu ,"11, � _'� [, / ! , , 6*, \ "'B" � CRAK 50 MINIM HEMMED , 'ri � - iv4x ", - � �1_ / X � I 'N , ,, I G-60 DALY ED" , - �", =tl � � - F I i ",Co. /C- _�_\% / zmol I I - , "ED TYR GRATE so MPTIMILIM ,Z W T.M I I i MAIL - 1 �-4 _�, -.1 :E , ASM A � ,I \ S �, - I -9 P \ I V' MAIL AT , _Gr, J L A . �! EDGE � -OSI . 9W , 0-00 CALY, :S , 4�ff 1 , I 4&a' TOE.1- A � ��, �,__ /.e�, \Il, - - - - - - � - I ------ __ - ------- � - - - - - - � - I I ---- I . , � . _ I L __? , __,�/ 1450 t,35T - __ ___.___r,,JSOw_____ - T =M_rANQ 0 END STORM PANEL �--2_187*- -- � _", - � I 7 ______,__,_,_,____] I-,�w 2.187' - �� . I I r I I -1 . � I AAN%�S_P9,9F` �� 1125' 1A4'020� . %C-m. � __1 I ., � ,.250 1001 IV - 3ho, - -D, tQ., - . W/ Mr-mmEn ED= �>,,- -,- ;e i I - Aw A, a, ; I �__, I , '12s. , .'s, gn. ""L :,.?W- ,I-- ,,,, -, . : .= I " To A= V", r M -K! "' I *�=^ I'll I I - . t � I , 12 1/2' oz. - I ' " I - , *O.W Wt , .093, - � � I L, I � - __ ; 4 - �� - , 11 . 2AW. 1 "'. 500* �_` , '� `�_>, 3,37S, I ,,�� I �. I 1 2,g5 //- _11�61, - log � - I I il 1 I . 1�.- 4 4�,�,�_�� -� -- ' SEE " 1� 'I it SR3: -, . .09, SCE I � - - I- I tDtlll J' . 4L EIML 1 � 2A25* _ __ `0 "O' 1 // i,9 i, , � P a, I I 4 t,,,� I _j !'AAL -J A, " HCWNEI�, " - ; 11- ,,, �.,, � Aw- I � 12e i , I! �i -I. R , , : l i i �ft%� -An /1, — - I � I I ___ _____!"J�m ... � _____ - --Ir$W* � l-1.1i 1�1 -4 . $1 L_ . L p) Inu P_ I- 30�� 1 - L ' L__2,Ogg-, - /i.- -2.*,O-4�,- NDED CORNER 0 ENDS OF PANELS ArAL END UP W/ HEMMED EWE, (N.T.S) (�) *h" HEADE (�) *T_� (�) AN (4 ANGLE WITH STUD @ ANQU Wn REYME STUD r____ �_ VAM SEE DIET I , 1�14 & 2/1. 0_U4, -374' i - ,� '. ,37!* 1 --- - -- --- -TYP Top ma .0", 750* -, I V ,- I I'ligo, OF PANEL 186,_ ,� I - IT 20 _ � i _. __J I- - , r - - ---- -I- I ' _ _ � L/: 46 "21A . � T4- ; 25 .-�- M* $1, � i _____T . - .�70 C � t :1 I.4O7'IoG3' - .375' 11 - .21. - � i __ _I . . I � 0 - 11 _ . r- - - - 1.677 - - _ _ , , . . I ' �'R,GI52 _67T ,zoo-j i� 5 � ( I I . 4 __ �� I 064" .3�43' . — I I , � ! I , �093 � 7, i � _V 11" "I _ - , . _ . 4 W 1=1.1 __65r m _R. 125 - I W N i - _t __ � t_ � - - VIRT" PANEL C~ I ISeO* � ___ __ _ I I - A'" M' i _g�7111� - 10001-- - "I 7.0 � ov, (�) KEY H= WME11 ,-� I- ,iiF. ---,-/ � i :1*3.' ----,-, (D '17" IRACK ANGLE (4 3X '17 TRAC 0 ELAI 9=11 �� Mill SILM � 0 036* (MI.,) �, Ir7 . - koitli"4 it GALVANIEM STEM I ', ( _;�44,!_ r , h I 4 , ,." t -1004 � - ____ _ � ) ea 1%� 741�NX __ , t ,jMA, is I � , 1� i � � ...... lilo� ;,�Ulisr"�o N , 9 Wn 1 i'a � U '��' %t 1 17'1-. 9 a7 *. I . V � I I - ' '� I _. "I � _J 1 75' \ i -- �-' , � No,44167 . i i ,3 �:l .. , % . f _r�, ., * i � _-.3 4- * III, FLORIDA BUILDING CODE ifth Velocity Hurrilcont Zone) � t'*�. ___ - - � 4I -r-11 �.� 5 NICKEL M=m 7_1 I - STATE OT : Q� r cXIcKTT&= � FJ* I 50 - I ED VING NUT .4, 20 GAGE GALVANIZED STEIL STORM PANEL - __ , 1�� '. IZ, 1875' -.1% * ii,_,-,"y ""e" a' (�o KEY HQU %�C',�.. F40 _1 I -, � 2GOI -- , ��, �I - , *' . ,_ � __ 07/24/91RAL , ,_ * 'd* N. R044 AT PANE �,41 � 'ib GLOBAL PROTECTION PRODUCrh LLC- i �� /TIL MEC 0 \ A4 - ., 4W r1W. $1 sow - (1) 2:XZ"Xl X Mium"I I ,f � ALTMNATIVDLT�, USE WIND MIT W/OLIT 71!�> W-W UsTwo * otomm"Na cc~ � 1 U31.M.N.W MDNOUTTOC WAS" *1 ADDITIONAL I, Irl- - - .iLtllt RA `AW,,IM_ I, .1. "Oe (w, -am 20-176 1 - - - � 1. � 000 _ )M-rjo. TAP* I ALUMINUM ANIU . 7/8%3/32' WASHER DTIARLM i- I AIMAW ft CA-ODW,g :�� ^ - I=tf-- sm 09 "Carl PLAIED STEEL) 01. SC91V"nW.AAT1E . ;, i -11 - . A. -I li!L = I = JU *.1 0 I� I i - i - = 2 _-F I __,________ __ lHaTALLAMN DETAILS-M REOLM PAN L53 & &A DO DJA III K= EM INMAIN IN MM COMMM a POURED QQNGRETE Qft. CONCRETE BLOr,K $1RUCUTU CONCIVE 9= OR W= ' MW41 III, ` =,W/1- !Im VAUD FOR WNLA& UFE &AM AND E-2 HANG MM PAN! 2M I— =40APL 004ORM ANCHORS � q 1=151 TAP -Ow .� I (SEE SOMME ON 04 -N 41-VOI-1 � - I I .- a SCHEME OR "M a 1, 9) SHOOTS A THROUGH 7 _"�_" I— I - I ; .,�, =w, ; . - - 4; . , � ,-I 11 .. - I . I .�, � * � " - �_ . i 4 f -4� � /2' F I N I � � Mi I � , . I - - , 0 1 � — _-V - � I . .~- � I . . _,i IT , *_0 .- g 1 J — _* I I I 4 ; I �_- I I , - __1r_ - I . LIT � . 1700 .1 =,"I I �,-�. : � �� (�) I � -N I __ I----IT--@ SIDDOIRM, � Z - C� - � .Ww�.....v . i ! -30 I I . , - ��, : . 1 *=1 f ED :- i �,,&,, i ��,, I I - L_ .(p . _�� : I :. - 4 1� ; � 1�/Tf\_ I I r � §1'1.1,�t* , a I I - I I I i `-� I V - i I I I - _�, , i WIRES � I i I I . I I ,, r - ... r I rA4. ,�,,"<','��",j,,,�'k-i'�k��l*"� I ir - -I- - -1.171 �, I i Rim : I R I t,�r - I - - _ , I_= i 10 : _�) S ��o � �,_ � " 11 9 REOVII". i I "I i _v4- - _J i i ; � � I � I A_ E 4M) T7W r tt"*",E.�.,�,, I I G40ELE I 1111.1 I.- I --l- 11-11--1 I _1 ,::51' __ . � ,,f(, I i, � ....... �-� ,�,��-- 1 , , -- � - . ,. I ,-- -f - I _2NI, " � I I I I I � I'T QMA7�pom) 111�� .XONION, or _� I - � W, TAT. , - W� 0, I __ - SM"04". W, I t i 4 "' I* IT-- 4-1" . I - -- ? - - I 101 So"O"Al I 9 I I . I 'Im"T' , - - i - 1— %&&.W- !I - I TNA "ST 4 I MUSII' i - 4 10 % ON = I - 1 q i M " SIEPNIAT. I ') I I ' M � - - ! 9 I 1: r: W - 4 I I I ! ,I I r NIO,( . >A',/.- 6-ti � I ;=1i_ AI,II`._ 1_/.�_. � f;� i 21 I 0� SIUD I 11 I - - - ,_�, �- 1� q 1� - I *,I,/r a I *_, -T.I.0 ,� � 11-� ;_ 77 T, � . ,^;P �-__, / ,I I I I -;.,� i I i - � , I _/ =j=1_1= ". I DUSTING POURED 1 I "I I �� I I I ' CONCRETE OF - - � �. I i , 9 CASE Q : 11 I J CONCRETE BLOCK -�' I EI, � � I I REOU"IED ; . I SCALE 311 CAM 0 �P�W � X, I �%ZT.11*vfro � � -,,,, __ ----- -- _ I . I , I ___ SCAU: 3/16.1- 1"_," �-�' ! CONCRETE BLOCK t . , * " �,A__ , FIMUTARS I " --- - . ..A� � W It � � I t - : . 1W Aw ", I . W11P4WT1= I/111 401,01411% ANCHORS, - - I" - [,,1�1,,t_;,t, �:.",.",",-",�,�,.",,�'I'l��1-11, " 4) -, � - - I CALK-W OR PAIALMI" ,� `,�, ` _--l- - - _ - - - 4 A 44 ..� N'o "" M� W , 9=5= ON DIM SCHEME ON , C I Sticvs a VIRWUH 2) ", ,Jkwulm WAI I M tit ,, i OUT i Q %1111.11 T "I , � �OMQ , fu . "No OTUO (I- =0 ��,/-_, 1i 3A I _01 C" X WaRr" am[. =t. I- -1 _% OF EXISTING * NEW I' WIDE . VARIES . 1/)r_ 4F I 1.10-6 �"_owNow ENNING I t 11 I , , 74CK ALUM TUBE OR I' . , 11 LE ON - " . � - x � � -.-- EXISTING STUCCO/ P.11 WOW PLATE SPAM � I . 9) 11 - SWALE 3/16�1- 1 , � ' � _WODD 0AND 11 � , _(D , _.- 1-7 ' a NEW I- WIDE . VARES A I/8" ��, I MWNM QE =IQNS! I ; - I I - AUAI. TUBE OR I' . VARICS "I : I 17 P T WOW PLATE SPAM I I & 80TTOM MOUTATTINGS CAN BE " I Top , , BEHIND TRACK _'�11 i I , - I COMBINED N ANY WAY M SLUT ANY CASE E (PLANI . -�, �, X I COTICINTE MICHURt ,_ ! (Sa SCHEME - 1. I , ON I VALE 3116-1- r, I ','�, INSTALLATION, .1 1-1-1 I _ITACK C� I SHEETS a THROUGH 93 I I � - , I-, - - 6 r C:,. - I 7ij, i -[c I � A, T "It -1" .'�41^ - 11--Z . EXISTING POMRP-;V, WA — wTXaTN. r '. Erit-'. 'P!�t FLORIDA BUILDING CODE (High VaLo� ff. Cana Zone), CONCRETE OR _0111"O' CONCRETE BLOCK ,� - To K 20 1 1/2' MIT, " .=,,.,. Om "'TODO, *� rP A W. I .�_ S -GAGE GALVANIZED STEEL STORM PANEL AFF, REWIRED, I - 3* M... 6 - , Tmow. wo,r 44167 ` 1 DAWN W x� SIMON X- SCALE 3/2-1- * c< - 6+_-.;:�_-�_ - GLOBAL PROTECTION PRODUCTS, ULC. " � 1 OF- ' - -, -, IL ECOinc, - *M. 0it ISO AI le , . Mu'Wil!1 STMIXT �� I R0, - III, MI. 20-176 SSW-� .... _**1�07','�,� P-mc, Co")M-76461 IIAL (W)IRS-4257 � � � wTi-,w *mwft W. M __ CA 10 - I � i- -1 VA REAATE A WtiO j1h:4" " [ - I 1A I - L=t=1f_= "NOT A Of 24 I I 111�_: W,1141100111�1,,A�"-J T "T � EP TS: Large isslie Impact load tests were performed under SSTD 12-99 standard as , per section 1600.1.2,of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmerican Testing Lab of South Florida, Report# 0814-01-01 dated 0311 1f02 witnessed by William R_ Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largoespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per ProlocolsTAS 201 & 203 as persection 1609.1.2 ofthe Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No,. 1123.01, 10, dated November 23. 2010, signed and Sealed byJulio E. Gonzalez, P.E. Tensile test report No. 9CM-19$ by 00 Metallurgical, Inc., dated Match 1% 2009, signed andsealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as Per QQ Metallurgical Report No. I OKIVI-11 318, dated December 1, 201 0 sighed and sealed by Jerry Jarlofano, P.E. as per ASTM E-8. - ffRUCTURAL ENGINEER111M CALOLATQN-S On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12/18110 and 08/27113 (for this revision), signed and sealed by Walter A Tillit, Jr., RE, 3. MIS1511LE IMPACT RESISTANQF; Large missile impact undersection 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. ONO LOAM,RESISTANCE: 24 Gage Galvanized Steel Storm Panel hasr been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Docurnent(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. 5. INSTALLMION- I.i., I C I %4 - Installation shall be performed strictly in accordance with details indicated on U-3/ sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175. Minimum separation to glass shall be as indicated on C2 sheets3,6,13,14,16,16and 18 OfrI8, of Product Evaluation Document . �_J (P.E.D.), drawing No. 20-175. =) I -6,-.MAT�-RIAL--C-RARACTERISMCS-AND SPECIFICA110NIS; Shall be strictly in accordance with General Notes and Components Indicated on sheet I and 2 of IS, of Product Evaluation Document (P.E.D.), drawing N , 20-175! Anchor specifications shall " as Indicated on sheet I of 18, of Prod U<,;.., Evaluation'Docurnent (P. E.D.), drawing No. 20-175. "IMITATIONS AND. CONDMQNS OF USE: %% 7.1 � Shall be strictly in compliance with General Notes No- 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (RE.D.), drawing No. 20-175 prepared byTIfteco. Inc. and signed and seated by Walter A. T11111, Jr., P.E. .� 7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined an section 1020.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood fra" structures. . Product Evaluation Report prepared by Walter A. T011t, Jr., RE, (Florida License No� 44167), President of Tifte= Inc, (Florida CA-0006719). WAnLL D-tITILTECOADIMON RECORDS I?, E. RE GALVANIZED STEEL STORM PANEL k DRWr A 1 1/4, 2/4, 3/4. 4/4, 5/5, 7/5. *IW/10, 2W/10, 3W/10, 4W/10. +6/5 5W/10. 6W/11 & 7W/11 � _ _ _' - - ___� k r, 2r MAX- f AMCH0145: FOR CONCRETE SEE SCHEDULE ON SHEETS 9 & 9 __ 11 I* mi". __ - - FOR WOW SEE SECTIONS ON WEEIS 10 & 11 - __ i 1 MITI, ? I I � I — I _±__ 0 —, I ,r . __ .. I mw(D(�)I@- r-- ,--I- - __ _____T - - , 1, - __ ___ I ------ - -T-- -;�-,,,1--r-------,I--i- -T --- I ,T_-r1-1-1 T' - ' -'i I � I I I i I I I � ! ! �k__] I t I I I � � I � , i I I � I I I I � - I , , — T_ I � ; f I , - , � I I . i I I ____ _T_ @1(�)A)"-(9) 1 1 � I I I I 1 I' 5 1 i - ,' I I I I i � i i . � .1 I I I � � , , I � I ; I I t 1.�� I I , � I I ,�, -, I I i I 1 , � I I I 1 I �� ,I I I I ! i I � 1 � I i I : I � I 1 1 � i � I I I I L � " I I j I I � r 1 I 1 I 1 i ; I I 3i I � . i , i � E.' I � , , ! !, * � I 11 I I I i i 1 L i f I ;, _, __ _ - - -1- J � �___________ - , - __ - - --l-i- I I Z - t"".... --i __ , . -1 - I- r.-.11T�-I�--7, ;1---T--� I " F_T___' T-_ I __ I -T---. � I , � I 1 - 44� i � , I . I -1I _j� 1 t� - ---T,- I i � i , I , � '* 1 , 1 . ! I - I ! � � I I I r I I i �-,'-It - Ill , i - 4 i I ii : i . . I . 1 ! 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I � 1 , I � I I , i I I I I � 1 1 1 1 i i , I I I � ,. t IL � I I � I I I , I i I i -1 f I I , - - .. --I - - J, i��I-_ 14 . if*, ___w J ') _k , , 1 - I - - I I DA.,(&,@,((�4)-_4 �� , , ___ --] � _ , - i 4f _ , I i , : �; *I @_ (�) I (�)_ @ I &T�l *I`IItIIWIII` ''. a .11 0 1 .11 I � .fl i, : r ox 3' VAX t 11 1/4, 2/4, 3/4T 4/4, 5/5, 7/5, I - - , . RIM - 1. MINI L*-6/5 IW/10, 2W/10, 3W/IQ� 4W/10, 1 1 SW/10, 6W/111 & 7W/11 I . AA"ORS; FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 2 _.-. . - - ,_ __ , _.,,, _ ---. - - ___ __ ,--.-, POP WOOD SEE SECTION$ ON SHEETS 10 & 11 REQULAR STORM P NELS'��,_J_) & 9 ELEVATION TITS. X67* I/4' vm GAP - (W OVERLAP -1 WI�PLE VALLE)o . I � ___ � .3 _�IL � __ - __ I ______ I __ �,/ ;; I \ /� . "I - � 1, � ,k§4 6 , /4 MAX. GAP �� I ;.. - ,,f��,._.t � I lt�11*1__ EN,li .." I L(1) J& , FLORIDA BUILDING CODE (High Velocity HUT cons Zona)l (A), \IV 4� " "" - ,. t C= 1,13M. W. M . I No 44167 -, = 20 WE GALVANIZED STEEL STORM PANEL DRI4N a" . S * I. * I- :*i . 1. . Z - - � GLOBAL PROTECTION PRODUCTS, I.I.C. &?JIJM`/:H*0 AT . AM N_T�S� :�. -,,*. ATE . - � J�-. 41 "M M 51 SINCE, I GAW_ n� =" -176 S.0"-,. ORt. __ I - ft� "TMN�TMIL I-. NMHTMe-M7 20 .. .. �o-�,� ?!t, ., - / � - CRoNNT: - � !el M F i - ,9XfA;,#;�"6nIVA(04&AIiRIA;UPEAwr 010. i M i - - ,I .. IFT59 - .smerizI an I — ELS Ll A Q1 ------, - INTO EXISTINQ POUREID CQNCRETE OR CONCRETE 6199K SISUCTURES AMCHM_ FOR CONCRETE SEE SCHEDULE ON SHEET a __VRM CONCRETE PQLWI) CONCRETE - - __ INKIRE I __________. - - - --- - I 'OR WOOD SEE SECTIONS ON SHEET 12 � � , . CONCRETE BLOCK � r OR CONCRETE BLOCK � OR 00;C= BLOCK -1 Ma. Z67* 3' Max. � REQUIRED . CONCRETE ANCHDITS � , ---rscr SOMME ON I SNEvr 0) I REOUIRED . - --_PDKRM ANCHORS = SMNGL&E ON SHEET 0) . RECURRED ; I . =%1E : .:11T � � ! SHIM 9) . I. " INK CVDIILAF�_-I WHOLE YWULY) I' kr,,,�_ _Jh,,,B, IN 14 am W2 - . - I - ; d t __ DA ; � 1, P-MWV � i � . 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Rwt�D SPACWq OBtNNEO URN emit SNARL NDi � iE5S "ftAN MWAM,N $Pp Wei WNGTED FOR FAGIf Ate_ IYPE Af ANCKiRi f26f40 tj+r i/W'rp Tf4`A ij#'Y �� f+PCGY M 7w!•NRP � � tMJ€-W SgM,im-;wT .WIT It1ieRfiMA„C RA') S 7 5 5 i era T sa.Mw ',yaa. AaVi fAtt b 1' } €Jk 5 +Ja AOA/L fad f/a• ,D LDAp ern IIWAONC Wf ,/tti-ao.2` sa us a e ,/+' oc. FOR 1NSTAL.�Tti}N DETAILS. FOR REGULAR P�NEI,T�� & PANta. tiia37,� Ifi ,D S'=d' A!q a ir# D.G. W K-a` Ma.. /f+-id INTO �ST) Ni't` i�{}Qa .�.��. - - y, - i+ s FOR LfliG,}& TO OR PAIiiSieFE FLWt`s !O � PANPIMATE 7MID e a 1T 1//3` O. C. WITH. 1P2• Mi.. 7HRFj,a€O PENEtRA TO TfftDER EtaP ALL Lf7fOtM5 lA i1CN a' --i 1 - e.• WJ s , i, 4, ,{'. is r { £ j t4 I'7 J I , : l I , i a i - - t I ;r! L. I tAatuB&f Asn. tf TAPra CNA-Av PAhb.#YATF. FOWitE � 9W$LMME z\os APPudAelE ra O Fr�rCN RATPiB >b1 *. TD CONCRETE CONCRETE Mt,CH 1D T�fKREtE 'A.DCK N Ct1NEREtE CMi MlE BLOCK T) OMCRE,E CONCRETE BLOCK TO CONCRb7E � Bt)N:A SEC t M CDAIBMMtIDN OE TiWY iMXR,SUY PANET. 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TYPE 8 SPACWW.' 71fR YISi RtTO AttaticRs AUA1tlOM$ WOW E,VM$ BUAlANO 4B+RaUY ANCs#R RPtC#AO$ ANe W1RAN EDGE �SNACE NE INDICJdLV ON iM5 SCMELtAE. fG1 E.D 1£S4 79KM R�ATEO OM Sp1E0NE REDi2i AMCHDR SPACRiG Ht YtatPlt'itG $PACIi9G 5t1dkN Wf SCMIDUIE BY 7NE rwLaIND FACTOAB, F� 7H6 DPFT61nOM TO f# P0�9DI€ RED7A7D :.P,Yaiid OtiTANED LIO,l10 iACTOR Siyd.L NOC 3E Tl1AN e1NIAMAI I� sP NgGiiED EidwANOtWa TYPE Ai ANOIOB' -T'-_ r / _ f (8� q,AP»pFp PAFInAeDC WROlNla 'FXiX-N Ytk AMMOR AAVAN#0 % ! 2 f/Y. r°°e,isuaWa iA5 At'RIIL to PAGRIR Y tf2 tm 9m 7• aC aJ 7 rJT'-tea __ - AawuuM 'AIA`aluWY Aa%a+Dies: SPACI Ft7R 6TA w 3 , Nq f2 '¢ AS,0. I�GM 7APEaN .,,^••• 4i 'fAP�-GRM EhSt-iN PNiCIM1.t,IE jiMAt�E. i6 PANIM0.TE PLUS iGAli1 9Ef SEOntlM,S fS a M+7fMIVN PANEL PRESSURE RATNG (p.A:l.) - TO r�eC(NTE TO OONCPE9E 9LL1CN td CGY"iSi �) CiY#AETE i1lACN TO E , tiT CQKCf§TC �.00K 70 CONCflE7E _.""'• I TO CD,iCRLT€ TO CONCRETE TD CriKCAEfE lq-OSac 70 CpiCRLTE - f0 CONCRETE aIOCN :BdY cGYkwAnoM # T,YEid i-ENG„i Z' in.} N/A N/A N/A B" t N/A 6" I N/A B- � N/A N/A N/A T (TOP) 6' 4' N/A N/A B• 8` 8' 6` 8' 9" N/A t N/A , {g07TOM) B' I N/A H/A q N/A 6" N/A 6" N/A 6` N(A. N/A N/A 2 (TpPj G' NfA N/A 6' N/A S" � N/A 5' N/A MIA N/A 2 (BOTTOM) SS.S, -72.0 s' a'A7 NjA NjA B"` N/A B" NjA. B" NIA NfA N/A -.- ,} W 4 (LOP) >7`-5" T'p. 8'-a" b` 4' N/A '. N/A 6' t G' 6' NfA N/A S (BOTTOM) B' N/A N/A N/A 6` 1 N/A fi" NfA B" N/A N/A NIA 7 {TOP) H` 4" N/A � N/A B' b` N/A N/A a a 7 {BOTTOM) N/A N/A T2 1j2` B.1/a' 12 1/2` B ,j4" B tfa' 6 tf4" B I/4' 6 t/4" N/A N/A 5 TTOP(BOTTOM) SO.O - 3 + 53 N j A NA P 12 T P / } 2 1/2- B Ile fi f a" P 6 Ile 8 1/4' aIle NA / NA / H 4F tt O OM ) -`7 f'•-". a' H O i 2 65,0, -7FA N/A N/A B Ile .NPA { tt/k B 1 fa" N/A 6 f/a" H 1P#" B 1/a' B 1 ji'° N/A N/A� & {i4,P1HOTTOM} H`-b" TO 1 T'-2" N/A N/A 1 N/A NjA .NfA N/A N/A B 7/A" 1 H ij4" 6 1/<` B 7P4" 20 {TOP) 39, -aH.O � a' N/A N/A N/A ' NIA N/A N/A 6 If4' 6 7/4" B (BOTTOM) OR 1F65 B` 4" N/A N/A N/A N/A N/A N/A B f/a' i 6 if4' 9 {BOTTOM} 12'-a' OR LESS N/A N/A N/A ; NjA N/A N/A N/A NjA 6 1/4• fi ,j+" B ifa' B F/#" 14 (BOTTOM) SEE SNtETS, 10. ,t AND 12 i'di AitJP7RS TYPE t SPACNG FOR A'SULIAMN$ INTO WOOD Fl°VAE ,iVa.ON4- MIPNIRiM. ANCHOR SPAOIMfiS AND WMMLiM EDGE D6TANGE ARE NpCATEO Div TM,$ SCMFDULE. FOR EO. LESS TNNt �1DKAiFD ON SC91ED,itE REDUCE ANCHOR SRMOiG 81' WLTH>LT1AG SPACRAa SM01YN ON SCHEDULE Yf Ti{„ FOLLOWING FACTORS, FOR TN,S OPCRA,90AI TO 9E POSSIBLE. RFLUCED SF7LafG tlBU%IEO USING-ACFDR. +",WL hD1' >,Y IF.65 tiMC/ YHAM4W 9T'>•^.ND NOICAIEO FOR EAON ANGN7� 714€ At MN.NIOfl3 LILGENO. AC(pgIEflA1 IP+r TRPCOM tfa". R7' TAP-CB4 f/a�P � � rfa, ,jw•. GelIC-at _ +j�"�r SWO-9k4 Nd,:. wawa, sPAcwiG dr,} 2 h satOnE85va4Kt '}G�iY9AU Dw) 9 7 ! .4 3 3 if1 IM.NM1i) (� amrk UnJ €ft..: AORY4-R6 (mri D.DIC� f A G t p A s. —.._7,ja INSTALLATION CIET(}�FOR ��j�.R PANELS(' e1e It�TQ, EXISTING W�ID STRUCTURES i1 Ali j:H7 i. D PANELYA'E i D PAIt£i kfATE PLUS 1 � i, ANEIIAA 7 OC i1 6 D W,/ J/'' j tB' P T 1HT�ED PENE7RAT,ON T}K#idSED EEAET,9A ON id 1Tj W7%9O ER ^^: 1' 7iWEA�G Al'NE,R,t TON O ! NG D HEADER E*Y15,�, HFAOEH tn)0 Yi006 E%1STNC WViiO VIEADER n I� t r 11 ,F 9!j f iu h qq f t P T i f i -. r.t Ja' A/sA• 1a'+t1/5a 1 Ja'+v7/ .,. _ f .._ ;,, _ .. , _,,, tAl1 a _._iNi fiP t a I'. Avon sno 3 e r elser snips EtTii' stw e f s - e 1 / I! 1 a•\ 2 T. t 4 , iUOD MFADER I NEA4�A I EOL - • i 16n. 1I,,1 I REOu,RED .. a r F BEE $tllBOLNE �t � 56 SGNFDIItE M1 H [ SER SGi1FOl0E ON SNFEi A SFaEE B i1ffi£T a , FOR Mla. SEPARA . Fiat YlOr. SEPAPRkaN ' { FOR M9, �PARA,lGke ro c,Ass , Ta GLASB. _ A1aN. PAN€4 t.€NOTN Mar. PANEL LENG,*t Mox. PJuuG. 4.EtiGTkl {SEE NK17E i) 9 ipb-,yxr• ss. � r CSEF NOTE )) (SEE igTE ,) IYS W/ T/aY i ' � i YS w( T/br � 1 YS. W 4/B• 5/5x' WRC NU, � 7/GI' �4 weR a IYERT QAORAP i i e � I i S I 5091' gF 6LNC ! 5qx DF { I t r al+ I I , iMr6 HN MBKiSrt TJ3+ a ii I - - Ltaar sno s' ED i ,a ,/z• o.c [a ' 1 r A^° TAG sCaEWS °""- s i 1 �1 MN. TNREN8E11 lira' wOnD.: 2`N' WOnD_PyAATE _ 2°K#''W7OE9_PIATE; t ' REWrR T+4-TD AANEtMATE RI)e REOUIR€D REOt6R€D xs PENETRAT,OM AT E&1 B t//i. M,OWWTN Of PLATE TNREAOED PENE7PATroN e ' WIDTH R)F' PtA1E lAG BCNEWr' e �E'�`AT10t.E` DIRECT lIOIINTiNO INSTALLATN}N A N -.. _.._ .A1,IEtiNdTJYE �� S..NE S/B•'i' SCALE' 3/$•',• SCALE 7jH=t• NDI£5> 1. tNSTAW4TtONS FOR AI.TERNATNES HW, 3W 6c 10W ONLY VALtp FDR 7:SYA13fi uP TCi �+(s:&, -4a.D #.$.T: ANCt 11t117Utt1fU)ykA€r WA)M�E L NG H�iC "N 1z,ONa 2. FAR WDO4 FRAME CANSTRUCC<ON: WOOD' MENHERS t0 HE &QUTNERN *,•�'i' 4 NEW ,•.`�Q�!.^ ��Nr�1 P,NE Na: 2; wj SPECIFIC pEMSrIY OF 0,55 OR EQUAL. !'LORIDA BUILDING CODE Hi h YBlnoti Nurr(cnne Zoni NOTE FTSR � ,NATION of srcrtaks: � Na. 41 � •: �, = amn aTECO, ,Tic 20 GAOE OALVANIiEO STEEL STORY PANEL �„r'P' �,: TOP a BCTTTOM MOUN1TNf:5 CAN BE ST / cpMa,NEp Ill Atdt' war To sort ANY � •o•'•. �`- '�'� / �� GLOBAL. PROTECTION PRODUCTS, Ld.C.� �� ae INSTA,.L4TIOM, xuafTNC-. +� &w, s, srla%r {ENO, caYPAt1YiWtfi.fL777„ 2D-17b vMv�s .xmWn 0. a, we N�F:namRY, n. anw (OsnHSBO•-tasa. FXx: tie+JroB-BroT ssr 111AL�.,tAt r< a..,Ae7,nr_,A,u r..,cWmn,-,�, �fAKAa'O Ma: yfJfliN Ifi+t1 E- sE4J�NAnIR[loA,'E G-DD@Sr,it 9n A. te"Mrer eq ee w wW wk,YER A 74LiC Jr..' T iM,T-9U A s1WEY IY M 2a INSTALLATION DETAI�,S FOR OPTIO #I t FQR J,jFE SAFETY �'t��A PANEL SYSTEM �. "�/, INTO EXiSj]NG W00� S'�RUGTU•�ES _ ,.-;r;'• ' I � TD waoD NUDER 3 `a 1 4 t , 1 I , E9Y- t i 1 �. �L,. WDW�NEAOEA> 1 1""""•,"...'^",^'pV �� iW10� N �' WOOF HFADIR ) �/ UGD 4 ,2 if�nC " ALTERNATIVE 3 ��F.. A RN TIE 2 / 7a aw a ,/ DEL. I/tq • - ( ,,,•�•' G SFPARtTION ro 6 ED i I EO 1 EO 1 , i ,MT)W AUR RflNiRCO 1 I P s# °B`lEAm. ALTERN Tl�k VE 3 A, T RNATIVE 4 9"A4' TE 'I iN, SGREWS e K a0. w/ + Ij2• 7iBKA0ED 37 ,I Yin. PENERNi1Lki bR 1 +l. BRASS W /. 0..S/6',� BUSTYf� i/AY-�+2' S.S Y.b. e K O.C. ik^. ALTERNATIVE wooD CONDITIONS 8E ANCHOR LCjQATIQNS 9r#"e-20-PANELYATE tGAAiE N OR PANpYAFf PIPS a 6. O.0 WJr i 1/T' tWi, .FRAME SCALE- 7/e' � 1' 7HNF1kN39 PENETRATION ro�EZBTNC Mad➢ MAXPEATE NOTE , S4e)Y9ET'1R,CifS NOT SHOWN :1#A CAPoTt �: �(��#,�'jt,.,�,(1�iI�I�rTALLATIQN ttttollnt/HeN� �. 'FLORIDA BUILDING CODE (High Velocity NurEJcnFfe Zones * : a _ vmx m,Ew, Cie. 20 GAGE GALVANIZED STEEL STORY PANEL oPasTl aBTTsS ,INSfALLA1X,N6 ARE ONLY VAt.%1 GDR BVRaNGS WtiTI AS-0-OBSOM LWDS l� TO +s5s. -a2a PM AND PAMEL•s 1ENaTt11 Lw TD B'-a'. •O'• ST �--'^•�1,- 9 '•. Fi H14�• �. � �F1CS COO � L � is O 11N2- OTrab/a0a0 GLOBAL PROTECTION PRODUCTS. LLC txm 2 FOR AlNEW WOOD FWrtli COtE'INVCRO,4 WOOD utMBLRs TO i#. SOUTHERN PNENn. W IC DENSITY MO35 aR E4UA1. a, / sPEca' I / yrFy 1 R4 � TM�ui, r EYswa.a t8� S:M, S, BiREET 4AVE. fL .ri.TtA i�t NW w: a 2,000 2 P ffin ONLY: AST" 4- , E _ ME D LRc7AIL A GRADE $0 MINIMUM _ I _ _ 48�• -13.'sQ•--I ) -1,31 Q STORE} PANEL PANA$ E?TD UP •.i , W/ HEMMED EDGE, � , I,,",- , ",- ,.>H' . - $ i ,--� w°wx, .- _; f"+.`4` t0.• 4 _•1ti .. "0.250" �1-1 _.,r HEMMEI � 139MEIRLIC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PANEL'S END UP W/ HEMMED EDGE. (SETS) r- 125' 0 4 A n 3. MP.. 0 3"x3"(b ax.) ALUM. ANGLE 7 I # ii L 055 jj " (TXP ,) j 1 T STOP BAR 11, LONG 6063-75.ALum: AU_CYf ..,_..__-___ ._.___.__ -_-------_".ANCHORS (SEE SECTIONS ON SHEETS )7, 18. 19 a 20)-^-----._.___--_-_.,._..___..__•.�, 13' MAX. U/17, AA/17, WIS. 3T1/17, 40/17, Wt8, 3" MAX '• I' MIN:.. &4w/Y4, 7Awli@ h a#wl2D sm/t4, 78w/78 a WN/20 I. x O {) O 4 O O i __ I -I-]-- i 1i i 3 1 €1 I 1, pp I I I t j ii P � f 1 TI ''', I LIT sAFrll,'AA P,RiCL # 1 - - _ __ L , _ MAX 1,e9-20>'S.S..-4s _ i7�4r FANL11-L,NGT}1`/5R P.3 r1ro /32T .'SEE SCNEgULEA A i Wxlr WR91FA ) u � w5 I ( ( _� r � , ! I - �'. , 1 jI .. }. ! - �. I - _ _. _ i ,., ..' S1.0%_ 01. 1,I Tmi • LRE �' " ) PAN¢ emro4.daxRAs --a� a,. __9` . �. I #�% I i _� --a'W+UP- , ,r�a4�Ai'-t -, whc ,i5 Ar I.r,Ef k RT?Nf AN4L :AX, "1 MAX. d W 1V 7AW/i4 a11, %t7 #d/17. 98111, b` MAX, $Aw/2D $ew/IR 7tW17 r aw/2D I MN. i" MIN.''- - _....... --- .---_.--_, _,__. ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 & 20) _ _--- _.----- _--- - OPTION #2 EQ8 LIFE. SAFETY, ,NORM -ANEL{ I E EVATION SCALE 3/i¢`.:1" 1/8"4i � IL MAXIMUM A.S.D. DESIGN PRESSURE Max. PANEL LENGTH L (ft') MINIMUM SEPARATION PANEL "TING (P-s.T.) (SEE S£CTEDNS) TO GLASS CONDITION - +55.0, -72,0 8'-8 2 3/4" UNBOLTED INTO EXISTING WO Q STRUCTURES •T-` _ - - , - - - - - ,... r,. r .�. ,,...� '` 1' '; W000 �`,.11 ._ , _, WOOD Nii/0ER : _- - _. : HEADER ,. ,.- _ a: N4FAOETI '' ' i A. _. ._. U L NEC. aIED Wa'OUF,EL" ,~ RETNEIREO I r- It T 4'0 TAPLOM a 8' Q.F `t - Y 4Y 7APCON a $' - 7 4•A a 8' O:. :,.. .•• - ...' I O,C r:.. TAPCtNt G - .. I ! .:: - , '}/ 1 1P 1 IN. D F.1 1 R t 41N.. f.. 2 4 1HTE'AOE 41M. ]7lRE1DEIT 2 1. / / / NSTEWOEU A / n { PENETRATION T WexXs '" ):HETRAvon u wDDa PENETRATION Ar wDoo I i' /1 V ' M_-m WADER � �,�l 6 /, I � IIEADFA p .� . M*ta J S 1 2' j j � . - , . a' I F { ,1 /2' a' a• '1 1 i i ... M - , r : : :t. ✓ . : N a-. I . r.( . I T { T _...1 F M - 16A- I l AA1n W.. { pI (: f r�.r, COtYt, COAT. rA)N7 r N r.^ �-; I if i >t : �41 I k 1 ' . - i x •.ill I I 1 � (_ ESb'UNC , SFAAFATIDN ! ! I EXISTiNC TO OU45 CLASS GLASS 1` 4w: PANEL LENGTH LOPE "ffiKOUt) - � 1' LENGTH I ON SRgr, eN 17 Nra I E NOT LE44CTI! j` 5£F NOTE 1 fR3.01Y k. ( ) SEE NOTE. l 8EL0w) TN ( I PANEL; LEP7r 'Wv SIPWAWOH � aAk111N1 kAI. sEw :EXNSRN S ,... iSTiNG : i _ ___.- I _. T0:4aAS5Av SEE NOTE. 1 TffC[W,. jk{f$ MN4MS.. Oloil .swat m) i 1/#'4-2GFI- _ • ,; F'--LIES NEZT ,a) I , ! __ _I_ Ml SleEt itl :' ija.'s=•20+IY__ _- SS. M.S. /32 _ - - _-_ .-._7 S.S M.S. w/ i 7 Ax3r' 7 "+xs32 I fe { . / T W N Jjgg NO UT M4N0 NUf 1 � jjjt7 ) ` I J I 1 : , � ij i L_ I ._.3 � k 4'0 TAPL:ON 4 { y I 3 d Iit, C.W i '2 , I CO li p i i ME TRATION A _ t -:: I AR WA PLATE, 17TH of I'U I �-- i " I TT''' L-- ~) _- i I. _ -. T LAIR 5TPAA41gR , ro Mws ON sIEET 1 1 COMA. 1, COAT, LTD. { A 2QA3/4'S G% UT W/ EO , e'rk3 ° YANG NUT I 1 G J /3 N_ T, '8'f > 3 3 'WINO MiEP' 0 3' W1HL.. i { 2 A 32 % { WASHER a I 1 ' 4.0 I 11 2 /2 Lai � R 1 I 2'O.C.f WASNE 0 2. NUT { W'ASTNER BEYTkN. ( ) I 1 4'f T a 6' : ,:I i r � ' i'' -: . ', ' A)AOQN O.C. ,`; :: -_ I: 1'4 f IAPCON r 8' O.C. , - _._I 4'0 TAPC'aN 4 8` O.C. ,.: r -�, N[ i�. 1 2' WN. THREADED , ' •', - ___..__,l57ABBERED W STUD �i� - NiGU8i0 W Si - 1 / ) - ! IA7) - P TlOI4 AT M1DWgTH I n FNEIWt W/ 2 MW. THREADED W 1 7 2 Mw.� TtH EADEO OF PLATE ) >-.-..,� ....._. PENETRA.7,ON AT MiDWIDTH .I. a...:.. -..-....a AT: _ - . OF PLATE ;: PIN$i RTAT1011 lVDWIDTM -. Of =_._,..,.J. _.grvr„ T PLATE: '~,�44' WOOD F4A1E _,_„._. - .,"AY4}"I PLATE'. I _-_ ._�' w'0aD PLATE Lr-.. s . - NRREU (All NOtlNTiNG .'MBt . ltl, a . IN 7ALIATLON W U uoUHM IhMIAUAM (NiTAt =0N WALL ► g NT(NG Jy� MN AL�ii VE 7$W Lf REGULAR PANEL A(,RELY , ATIVE SAW A(ATERNATLVE S8W SCALE 3/B•-1' 0 R LAR PANEL @ �jf � PANEL NMNNt SCALE 3/8--T" sruE 3!B".T' SCALE s 6".,* ,p T!t(/�4/ ` ''£N$ -.: z ,, 06TAWT,ONS ARE ONLY VALLI FOR 81ALINN65 Wfit AS,O, DESIGN LON" r�-:' v FLORA a P 10 53. -7 AND P T � 1W Ws. - U T s, 20 � TINE{-`s 1EKCTN UP a 8'-B- t "D a 1 * t gml4 1Em. 2 FOR NEW HOOD FRMAE CTNNSTRUOTNQN: WOOD i4EMOM TO BE SOUTHERN i }3 /�^-- Ij�s^�.•��-y PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL _- 5T "*-' = / ! e e l 2t rLo' COMPONENTS FOR SERIES 2000 & 1000 E-Z NAND STORM PANELS (SCALE 4/2-f-) 58 ___. .._.___,__ _ ,.:., - _._ -._-___I .___-_- __.___--- _______,..-___ _.-_.._-.,_..., :--.- Z..250' 12,500' (EFFECME WOrH)--...---._ - F.. ..-- __--_t t 5 0D :: .350"..--:. a t t 9 N, - .075' 2,5' 6 T , YP II 1 r 2,2:4' r I � �+ - ZED N $.SOD` O.WB 7KACNc EMMED =" .r Iii- ! i 8S7" CJLVi4d2ED 51EDGE [FL 5 a t DETAB: ~ F A� F a, r i i t I + 6 �"�`A'. Has" I I ,25'b- 1 "---^2 A70" -... _..- REVERSED W TRACK 75C' r T _1 3 1 . ' $tsf-tIi L a j I gg)1 h �I FA' I 1 3.7w. 1 I i i I 451 } 1 1 paa 6067-T6 Mum. ALLOY a e" O.C. TI ")w . WOOD 2" 4- FANO LENOW (SEE NOTE I wow)- -- I 8' I I ") 5" t _ ! I 13 4'5.5, M:S. W/ 32' "Na MITT T s 12 'U' TRA&K .. 2s' T ) {1 i 2,OOD" 1 1 11 I ,w -r _. • _ S, MCA, ._._ - _ ( ) 2"x4M0XJ -AL UN. AKU. T j4" TAPCON ANCHORS O 4' Q.L. POKONED OR CONCH - h` ) BLACK REOURED : '�' ", I'lla 1/1. -". _,._... . E.U.• s - I i - I S.s.'3. "' ", 1114 j i 1 I w:`.-m - y -% L r, ACQ.av O,At Ar sa ,N I ': 4 _... fi" TAPCON. --_a ANCHORS 1[4" IAPCON ANCHORS 1 f4' TAPOON ANCHORS 9 4' D.C. I,.O�C, , _1 sr CC, POURED GONG IOR CONCRETE11 TIM , OR CONCRL E.I POU C RETE. ,, S OCK RELOIRED 1 .t ` ° BLOCK K 4 M i ,E BLOCK RE7aNRiiO ' , I "a - __ i GCS i , -„A ...«�.,., . I (COtNl:. 4 1 ! C011r r �- mM ms[wnswtsmir. +w * 1 w mAW*. is _ i w. N.M." ro .-� Na - �- ko rW F .m ! I a N i # i I i I . .0 a , n, (I 58i1NC f ; Ii III i, 1 _ 11 1I I a t 1 �� - I - ! 43 a L4 "-Y 1 r j - � � 01n'� n, - , 1�� -,:_:,,A'_," ,� "I " "', I 1: , - - p z I 't 1 1 s ,� - r ? . 11 r - tl �A� . -A Y� ;- %� � ''. I- " 'I� I �_� ]13rfTwNtl F.�' --I •e,+9 i i : MALIP I ; ::_-__I __.�i -1 Y ! _ t:-...1 e � i �I I i� i f 6' �`I � x., f •r - � i J f 1 t, + f I LV I .: a Ij Yr i _fi r, i i .- . , I ;- � -I- I !. 1/2� 1/4'r-24x3fa"85 vs. W/ W/ / _ i//i'0 20A3/#'S.S. M,S W/ F " '7f8'fxSJ32 WING Tao WASKA - `-?,Ye'fxb/32' MRNG. NUT WASHER r;;� - O 12 I/2" Ot (BEYOND) 3/32" WIMG NUT ""k ,`, Mel 3/32 WIND ¢ 32 I{2`Ot. ((� I'T WASHER (,BiYDilD) i i CHORD 1l4" tAPCDN ANCHORS 1J♦ TAPOON ANCHORS 11j4' TARCOIO .I _,., 4) 4 I/2. OC. _„r_.6 4 1/i O.C. _. _.` w STUD) (STAGGERED W/ STUD) a 4 Ilr DS. i EIE -OURED GONCR-, PDVRW CONCRETE __r4VRED CONCRETE Ea�OUJ RE7E OLOGN ROR E�C CONCRETE Q.GpS � BtAP:K L_LL 1 iPIHSt 11w4A t eT10N Y}IQ iA1r5I�LdIClUN FALL (iICiT#I INsAt *TiON 0 LIFE SAiEM PANEL_ d M*N 2 UCE gs Ma - A N E L SCALE 5/8"-1- SCALE 3/8'+•I" SCALE 3/8'-I' - SEE SAW 1a a 26 FOR ANCHORG tot r PRO" THE.,�1/4•r -1 - STOO NG'FOR REPP.LATlM VN0 1000 Ira Mo" woma A+:) a "tow WILDING, t::A M AWOOi WACe&S AND MRAHUM L'OCE O6TANCE ARE AN6K:AYED ON TILT +r&iF:mq+Q 00 - 3 SGEbtAE FOR EA LESS THAN nt1AATM ON MPNNN] � Pa a 5t#@AtAE REOUCE AMMAIR SPACING By WJIa'iP1.1P7G 9YNAAI DN SCNRT)MLE lr7A,ir. iJ4. � PWP78R Hr T7B: T'OiLOWNQ FRCfOA$- FOR;w SPmANN TA "SING E. KIXSHA , m - _ ,... _ ___ 46. SPACING O USING PACI 9HN3: NOT 2 � ... SPACING M U4 THIN OR TY A. NItaeOPwrrn LS)I'm TOR FiiCe1 N+C1Aw TYPE ONTN4s SCHWIA.0 --- _. -. _. T T Tw _: 3 ,/2• INTO T R UFE WETY 99Rm PANEL UT X151INC, WOOD STRUCTURES 1. I I li - I I, I , .t', t d'Y T 8A -e ! a O____T__14"P W T MN. THREADED / !Z i TiPGON a I �1 1 MIN. 711RFJ,OEQ I n ._ { .1 I tO PENETRAtNFt AT WIOOD HEADER { PENE7R33i0N AT YA70D I . � , HEADER I �f' ✓ 1 1 2- % s 4' d-1 4' IPA, Mf . kYt00U ih HEADER- - ':t ' ; Fa I I` W000 HEA DER '. 1 -Min. -;' ABn, I- R"cOUIREq - 91 REIXARED - Y COATONi t"-". -T I �T ll I I ( 1 t 60, SFPA@V16N I 04 SCHEDULE ON SHEE Itl IXFST NG ) f F I TO 0US5"y - i 1 Ai- I ,1-1 i. 1' Nr __ Ma SWrv" E70S m ON SHEET is) CLA55 1 ! PANEL LENGTH. Y ._'�' 1. .,. �._.-,,. 1,____` PANEL '. FNGTH (SEE NOTE 1 BEtAW) I/4 w-?Ox1' _-- _I._ _- (SEE NOTE 1 BMW S.S. M:S. Wf 1 -: -- 7 3 32 f x C . 64I,G NUi I I ._s._. . 4 I — __ - I - `i , f k i I `I lz�I. I , I" � 1 I k 5. ERN. . 1 €r, T ,. I I ., __ ....� , 7 E0, I L L' _ _ I 2"44' WOOD, p� � i7/8"w k 3/32' WING NUT- 3'xd' WOOD PLATE r '7/8'0 k 3/32` WING NUT REQUIRED WASHER a 6 1/4' O.C- REOWARE'D WASHER O (BEYONNJ) Lr. .. J= .t i I #14-10 PA"61€i,MATE F'S I^. _«.-.1:•.•,,,:.,, , ;fli ,,,;._ V 1 I ,. $14-10 PANELMATE PTV, &-_ _•: ._e I! _, d 6 1 / r!_ P // MIN..ID ENETITATDN '` READ££ O 8 k k' Q,C• W/ 1 7 !/ I TH AN, f OEO PENETRATION - �. A7 tom': PIA7E i M IDWOTN _ __. __ AT MI DATOliT(7F PLATE { '..1_ RL•T6AAo MQUNTINC-INSTA[.LAnON WAS:kIN3LUNTTNfr'. INnTA�fi,A TiON 1pFMTIL� A, , i(ILIAARNA7IYE 88W A REG _ SCALE 3Ie'-Y `` •R'r 7�F.�•.�`�PANE1 s C ,l ��4''. SCAlE.3/8"c1. FS�4� 4�DEN$F FLORIDA BUILDING CODE H[ h V811x[t7 Hurricons Zonr 3 : MO 44167 " = 07 1"' ° W. L 20 GAGE GALVANIZED STEEL STORY P PANEL T A. TP. I. INSTALIATIONS ARE ONLY' VALID FCR1 81A DIGS WIN A.S.D.DESIGN ROADS UP 10 455.5, -72o PSF AND PANELS LENGTH SNP TO 8'-Er, z * 1N (`"' :' s *., .. -o•, S ATE " - _m ° ! - LOBAL PROTECTION PRODUCTS. LLC. 0 ORION R,: °7h'` � 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN .�•fI f le� 1r LNe. 4m s,W. 51 sumu ., 4 OR1 PINE N O- 2. W/ `'SPECIFIC DENS7FY DF 0.55 OR MIAL ,Ny, TYLW t ANr 1IAYK. Fi- a3s14 '+, � 1a , _ LINO M, s km, avo infra A-n AICNc (as.)NO-'was, FAX: tu:,)ean-enT �k>yy 20-176 t" A7 : {„ NNrt+ MAN AN--. - I ONO --I- *�AVMCTMIINR:1+uTC G-GO443f5 aM RnMMr ' ,4ww �pNN:� Mw ORATAI�T7o: o t1101i to, NN.TEA A 'OU,R 41 F,E Ir tl+,M -' wai' 74 Of D6 3`/24 (SEE fK/11 2 > (1#x1' SAf.S:. 1'/24 R *°/ 4 W/ OR W/O 0, 0 (BEE NOTE 2 act" 3- Mo., V/24 *' 1 °/24. 4 AT (SEE NOTE a suet T fqR CEN7C{$TE ANOLXII15x SEE r EACH ENO t t 8C1KANlFf ON 52RET' 2H FM WOOD SG." -. -.g Ia Min OO ww A mimes' ITR 'y r N. isEL" Sp$TDULE Gi SHEET 25) L 1' Hsi. { lift 'S!'E SEO.O.S TAN ,ow 28 4a ; .. - � 7 I. g,.t ERATpq24A1 i 1 - CTlw•1 - I - 1#A1• sM, ET O OF • - - ,.-1 2• I .:: _ 1!P 7 - I I k f 'i p P ! I , i a1 $ ) f �• a { )� I" C I f i d ptt # { p 1 1 i (j I !( tt 9gj Il I It ! #• I , I d i I{yI "I i 7 I f 1 i {ff I 1 f I 1 1 { , I I i y F i I �! i I I" f E f I I; I i..' 1 ,*7 1• I Ih+ i I I I 1 1. t 1 - f }t - - - - - SO N1' r---Pr PANEL -.P, '_-.-'.'� P ._._, � - _ L -- ,: r r-._ .F 1 ter•'..- - -_ T-Y-T- T"•-I ra R `L' i •. T`T"-�,--rr�---"T-1- ,-, ...._---r1--ra-s-,- r^"-'-'-- TART Cf71FTRBR ) ar7E21Da TINE 51%ERIOR ANEL I: Pf. = 4 PANEL) ( to C ) E � RN7EROR P OR P� ` (EItD A' ( ANEL`) 7 •INTWR9a P TENtl , (ENO NMNEL) APsxj f A4fl) { PANEL) { 4� I 'SEE 2, Y ! ND 3 4gg # 2 7j ND1E 3. 4 ' SAE NO1C a A 4 KttPS`pp i NOTE?Iy iI a i •'# 1I f,tk � II 4 y T ( l ��`j, NOTE S 4 BETAAYN�`.1,7 i , T , `1 xjf 1 � I irt7 T, i j Tr i � 1 I,I t I { #�1 t i iiI ii( I !.. I i+i I i _{- # �' •. #. I i T i , - i # ` 3 t 3L7En PAIkL.4 Yrf# 1 -- iI 7 a�a3 MINONUES:AI , � ! I# # w ) :3 i 17 t ! / ! L { T 4 TF- I : Vx3{ j II. !( fI �: �,W,�_.L..._� jii IfIII t { ( - ...5 1..�t„a,�._.F,,I.s „g,4ERtAP : RR,..II ILL 3 : � 1 ( I 1 2 +aNFTNLns :, -�-U+„ .. ,,# ,� ,._., _. ;, (,-1.m.3.... 1 1,<.,_..._.._ s,�.�._.�,.9._�..44i..�.,t.:k.:itt� LL. ..,.-.=a _: -...__ ....... ,..,_, - .-....__. ._._.. _,., .. '., 'i".-E..#...�..�, ! .y T (.. } t ( i 1 _I 1 T f,.: 1;# I I. 1 ....:.r.T_ T 46 & :I-.° 9 �"�' ! y , -(I„ �,.» 7 .•p' ry I ] i -.. E I� t I..i T-'II I � [ ( 1 i '�..4„ # _��. _..�`.�(f� 48 i k T ,_..,._.. 7 1 '1 1 ! fill 1"I 11 11 1 A - ♦ { 1.. -.. 1 U4 11 I. IIII 11 I I i 1 l ) a(i {I I I i e I:1. -1-.J.:3,1 �. -N • EA"ELMAZF i--3 ^ITN i C-Sf3 NOTE 4 8E11XR_ ar,r ?NOTE 3, 3,,."a 4.,.__:17 ° - TERtMTE FOR 00NGaETF' ANCI,ARfi NEE r -«.. a.. T1 GN SCNBiULE .A � IEEE A7 1 M �"---"•-�"-,•- ON S1IiET 23 T00 WROD SCPEYI: .4.M I/2' 1 qr$ fND PNkELSL sBE sEciwNs z5 1N PiDms 16• I. TAST PANEL To BE #MALIFD AT FH.N LAST PANEL (� TO BE WSIALNID AT, OPUANIG ALWAYS BeT4NWL>ED W 0T"ETNNG SHAD. ALWAYS !t PRUr10ED w/ REAR /LeR✓XE 7D FA ALWAYSBe PROVIDED TESY � iP RiSTAtt£O T'RG�M ...NELVAM [ASIDE: � O ,-.,REBTAtLE1J FROM I 3jd2" - 3" IP':SIOE OF 51'flkX TUat -- $ W � I, l fif' MPa OOP -. , f4' Meic OOP i{#' Max FduP U4' Ara GAP-(:- I T . _.. --.., ,-- -. GR. "w Ge W /" 6. fflIf i ilON A --A SEfCrl10 8-B c'� o�►` , SC/4E 3/ST - 4" °.i - SOIL Sf3E' . I- (1), DEEINITXNN III SERIES IM; E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL NOTES u TRACKS AT TOP @ PANELMATE PLUS OR 15" LONG 2. Ai 8DITOM W1 PANUMA'fES,.... (Y), Er- $ 4fAN+O STORM PANEL SYSTEM Cda,*;SIST4NiA OF PANEL . (2)„ END PANFAS 'SMALL. ALWAYS 11 CONNECTED TO NG SILL. WALL BY MEANS OF - Goat. TRACIFS TOP a ATOM. BO (2) ,{,1+0 PANELS S}W.T- ALWAYS BE CONNECTED tq BOTTOM TRACK OTHERWISE A STOP.,N PANEIMATES OR. 0' USED N7LY W/ 1S" LQ,*10 7RA.CK.AT BOTTOM. ENQ PANELS SHAD. BE COONNECTED iD W/ I!4"e-2W/// S, W/' 7 3J�2" CSs . . PROVIDED AT TOP OF SUCH PANELS• WING NUT Oft # 4"0-2 Min. 1`HUA W INTO 7MP€D' a (916I, AS //- (3), IF END PANELS ARE COFPN QU 70 VIM TRACK CONNECTON SHALL. CONSIST F- DESCRIBED 4N 3 NQTE () OW). ) (.) 1/4"RA2Ds3/a"B'ax3JS2'-WAG - OR 7/4"0k3/c' EITHER T7aL)M�CRE 3 FAR GASES WHEN END PANELS USE JDLNTtY Wj 1S" LONG � AT INTO TAPPr`D BDTIDk LLICATION OF FASTENERS MAY BE AT ERHER OF 7W0 (7 OM BUT £tM# PANELS ARE N0T 00NNEOYED TO B07T0M 'T32AC SA, BAR - EXTERIOR FUT FLAN,CES OF ENO PANEL:, B SNMN,-L SE PRDADED AT TAP OF SUCH PANELS, (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO'BaY70M iRAffiI (a,a A STOP BAR_ (4). FOR JNI5TALIATONS WHEN END PANELS AND Si1N4E RNIERIOR PANELS ARE DIRECTLY IS ONLY U5E0 AT TC ) AT LEAST TWO PANELS SHALL BE CONNECTED TQ BOTTOM TRACK MOUNTED TO EXISTING SILL WALL MEANS PANECMA7E5, ONE INTONER PANEL USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE, CONNECTION OF PANELS LAY BE USED Y w , A JptTES { 'RACNT T SfO" ATTACHING ALL t0 TTIN:I K MAY OCCUR AT ANY P LOCATION. BOTTOM TRACK TO W BOTTOM TRACK DCG ANEL LOvA W TWO PAN 7E5 F E1MA GLlDi11NG INC SNKIWN ON ELEVATION AND WJ 3 1/2" (5).. SEE SECTION 1% 3' a'4' ON SHEET 24, SEE ANCHOR SCHEDULE ON SHEET 25,- MI.' EDGE DIS""GE. FDR TINS ESAS INTEhTOR. PANEL. USW-30 LY WJ > D0E5 - TO 14 PANELS E LEFT 6 R �/NA�1yry��++eA'',,''�-7P�� SSUCH THAT SiF 2 ER PR NdEi K 0 �,`M4+�1�i4 ,a"I TG , -.... - THEIR OVERLAPS RETANED BY . ✓ f`' 3yi 'IN FLORIDA 6UILDMG CODE HI h Velaei MIA cone Zone � : N0. 4 167 wxmD iLTLLn X c 20 GAGE GALVANIZED STEEL STORM PANEL TV d7{,,, •o'•, STAi OF =r _ _--� L - GLOBAL PROTECTION PRODUCTS, LLC. 9• 4N 51smiT Me F h: 0sW ' Lt1: iD " Taui'YfSiRNR : E, I Cnw;LHr Off, Ft a3:11. 20-176 A'p aFuCx "' "`Y�GV.•. PWl ii.,a=r P1NRF. 6c5,Mt4-7.A6 EAt 1054�w0-sisT ..WAIT Mk M .w.. M 4N[ MWEIN; Nr: Ayfe,{NNANN%#1 PUT jMN1 TC 'E" I tuBEfhllE.. - {.8 € , oA +&-la • - •. S1eEF 83 d 2R. Ile TAM ANCHORS 1J4' TMCON ANCHORS .. 7F 4' QC. O v O.L. OAR G6NCRETE d�.flEGK'§OOXCRE7E REniLRiA ,( "` ) 86t2t REQUK,£n .(.. I I �� I�Z� --_ 4I E11 - �, I P 1 [2w "I , � # W SatR0, W i 4146/ I r --{3 1' 7 €Ha1 A47 M-4 i i I 'o i I ! w j I T i': I- I } w t, 7t77, .' f E04 , i f I I____.. .1 �t14-10'0 PANELMATE PUPS W -- YjB:0 . 5/32' WNG NUT WASHER. 6 1/4- at _. POURED CONCRETE - DR CO♦a NCRETE BLOCK WALL MOIINTI!NS't ! � �►WN $EC7NG iON 5A 0 REGULAR PANEL SCALE 3/e'aT' NEE SHEET TS i 40 FOR ANCHORS LIFE #. AlRRiDB T1"l1E. 1/4'w -.. aAAOW/ ._ 1f4"� --,N.. G M$PARM6tAtU1K}I . INTO WOOD in ,YMaaa OANar O 3 III" eWaE RAVINIX CODE D ANCHOR ARE SPAONGSATKA WM4w 1�ANKE ARE NaSATA THIS"T ----- Y"�---• '�I+e•r (k,J •MU 00 d 3 3 3 1/2 SCHEDULE: 0 SOMEM FCR in, LESSDRI SR AaOM13TS ON SCHEDULLE RSNACI ANf1.1O4 #N.iSD EW OR THE STHIS .E APA4 RA,.wA7 S4"f4M a4M ON) AOR19s 1N�. D?94E fl1CTOR BY Wf 1Nf FIkTo K OSBLE.FOR THIS FOLLOWING F OWING FACTORS. aPBMrN N TD POSSIBLE. t REaKm .._ , ,I _- a5 -- _-- 94*W OETNNO) USNO FACTOR SKILL NOT K tE$� THAN MINIMUM §PN:44O "WAM FiXe P1C1l. AkY3pR TYPE T,ts SG4HU1� x jr _..._ -- 3, - -, -..o0 _----- +Do"._ _____ ___._..___-_ I r - No. 44167 1a ,I I IQ` — I E-Z HAND STORM PANEL SNOW* ON THIS PRODUCT EVALUATION ODCUMEM (P,E,D.) 14AS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE MO (7M EDITION) OF THE FLORIDA BUILDING CODE. FOR A WIND LOADS SNAL. B OETERAR AS PER 18 0 OF E 7#D SECTION 2 THE ABOVE MENTIONED COD FOR A WtNC7 SPEED AS REQUfRED.BY THE JUR15p%TION WHERE THESE S14UTTERS WILL tiM NSTAU-EO AND F A 7- OR LNNTEDTIbINN,D1' F Kdr+0.8 , ASCE Te AND S A'OY D T M AGGtOOI 5 USING NAJJ. E%CI!E HC WI#t UM I;,A.S.O:) OE5kiN PRESSURE T7N{.`5. INDICATED : ON INLETS 25 a 28.: RA TEO IN ORDER T -T 0 D VERIFY THE ABOVE CONDITION ULTIMATE DESIGN 'WIND LOADS DETERMINE* PER DER 7 SHALL BE FIRST REDUCED TO AS.D. DESIGN WINO LOADS BY MULTIPLYING THEM BY O.S�N ORDER TO 8 TO COMPARE -THESE W1 140. (AS.D) DESIGN ON PRESSURERAiSN05 INDICATED ON SHEETS 25 @ a6. N OR P DER T,. IFY COMPONENTS AND ORS N THIS .L .AST R A .0 VCR TtP41 ANCHORS O D .ESTER WERE NOT WE STRESSED, OEM INCREASE IN ALLOWABLE T AI STRESS FOR WITH LIDS W USED )N THEIR ANALYSIS, FASTENERS PACING A#NLE AS (�[ YSiS E ERS S O W400 HAS BEEN DETERMINED 1N ACCORDANCE WDH N4-S, 2015, P F- AN STORM AN'�i'.'S ADEQUACY OR IMPACT D FATIGUE RESISTANCE ILLS SEEN VERIFIED 7N ACCORDANCE WITH SECTION tF128 OF THE ABOVE _: A PER FENESTRATION E._ Y, I - MEIVf10NE➢ CODE 5 TESTING LABORATORY, NC REPORT /?032 As PROTOCOLS SAS-201.- TAS-aaa AND TAS-203- 2,THIS SYST$A1 !{45 BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING iHE'OPENING FROM THE INSYOE W/D.THE USE OF A LADDER OR UPT, THIS APPLICATION IS V14JO WHEN INSTALLATION IS INTENDED TO BE PERFORMED FROM TTNE INS11 OF STRUCTURE. 3- SERIES 77INSTALLATIONT R APPLICABLE TV SNGLE AND DOUBLE WINDOW WHEN INSTALLATION iDN s REQUIRED TO BE PERFORMED FROM THEINSIDE Of STRUFRE4, SERIES 2000 jNSTAtLA1ON LS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIOER4 STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 5- ALL AEU: TO BE 6 3-t ALLOY AN U MUKE7N EXTRUSKNaS qB 8 ALL D TEMPER. (UNLESS OTHERWISE NOTED) ) & ALL ALUMINUM SHEET META, USED AT CLOSURES STALL HAVE 31G5-414 AUIDY.. 7. ALL STE. SHEET METAL P-A.NES SHALL HAVE STRUCTURAL OUAJTY STEEL AS7MA- 653 flRAa 50 MIN. GALVANIZ ED SFEFL ,. DESIGNATION WjFy- 58:5 trx (AFTER ROLE;EO), _ 0_ ALL SCREWS TO BE STAINLESS STEEL 304 DR 316 ASt SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 w SO e YIELD STR NGTN AND 4D kE-TENSILE E STRENGTH a S4Al COMPLY Wl FLORIDAFIaR@ ILDNG CODE SECTION 24113.3,4 O. EDITS TO E ASTIA -3 GALVANIZE, - R PVS3 RIBS STAINLESS L r I . BE A 07 GALVANIZED STEEL, p 304 SEE NL�S. STEEL, W?"?4 35 K4 MINIMUM YIELD STRENG?N 10 A -NCHaRS TO WALL SHALL. BE AS FOLLOWS (A) Tn dIL`aTih(7�?E�0....'RETE - E 4' N P F I ► TAPCD ANCHORS AS MANUFACTURED @f T W. BWLDIX NO. MEN. Yc>R 12 f.i: 3 9 1L / ( ) 1/4 0 % 7/8' CAL#f:-IN ANCHORS, AS MANUFACTURED BY DEWALT 14C, (MINI T`4-5gg0 a.4.1,) c 14 ANEL -TE . ETAANL. D a PANEL ATE PLUS ANCHORS' AS MANV. ACTUREa'BY _LCO CONSTRUCTION / MA EITODCNOTS (N'_3350 P'tQ Ai) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4' AND 2- FOR PARELMATE FEMALE 10 h PANELMATE PLUS. M T4' X7' - A2 MINIMUM EMBELrMElIT OF fr B CALK-W ANCHORS L D£ S i " INTO. CONC EMBEDMENT INTO 4 ! / I !T1 RE1E. NO E EN)AR:IFi N. 0 ANY FINISH IAATERIA. SHALL BE PERMPiTET'i. 1/4' 0-20 SS SOEWALK BOLT - USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENCACE 3/4' INTO ANCHORS. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON HE OUSTING WALL OR FLOOR, ANCHORS SNAIL BE LONG ENOUGH TO 1TF4,CH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL DE AS M'ENTBfE€) IN A. I) AND ON A•2), (8) MJDI is CONCREM m ry .' 'r.L' 1/4- 0 TALON ANCHORS AS MANUFACTURED BY ITW, BUILDEX. INC - I/'4" 0 X 7/B" CALIF -IN ANCHORS, AS MANUFACTURED By DEwALT INC (C-1500 P,w.l,) - �14-T.0 PANELMATE F04ALE 10 AND POOLMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUC'TS' f'm-2071 ..L C ) P ) ,Ya 4@NkVaP W�I I A« I , t . 6' ! %. --____i .....T " ;;1114-'LD"i PANEIMATE PLUG SH - w" I .0 k '3f32` W01G NUT WASHER (O) ._.. _.OCONCRETE U�DCONCRETE REQUIRED WALL I=NTING INS TION SEC71ON 5B 9 UIFE SAF'M PANEL P.L ukTL TILTOW. RG. cn " O " Lt! N_ o Y-w._ O c3 -a 9 W ci G h C7 �' C mcjQ -om>< C LA- d N 4/1 C-4 O N O 'Q - -A 3 w ]C .w = � c w CUD .- -cc=3 3 w A. w �'j w _ c a) C1 7 9= ' Vf a 5: 20 GAGE GALVANIZED STEEL STORM PANEL I R'p by, .ORAL PROTECTION PRODUCTS, LLC. p1 DUE ARKS SW. 51 6TRrEz LWxR, R $3314 "04i (1154�54�-T545, FAIL 7 20-176 -.,1 I ,FIRM. T':"A. T:,."a --, 0%0" w�l. 8.1) MINIMUM EMBEDMENT OF TAPOOR ANCHORS AND PANELMATE rNALE O a FANELMATE PLUS INTO CONCRMI BLDCK SHALL. BE 1 1/4': 9-2 MINIM E F 1 4"w UM EMBEDMENT 0 7i 7 8' -R7 ANCHORS I 7- ' CALK PER ITTO. 5 B INTO CONCRETE, NO EMBEDMENT INTO ANY FINISH MAT ERIAL SHALL BE FERMYTTED. 1 • 0-20 € 4 53 SIDEWALK B0LT5 USED SHALL 8E LONG ENOUG : SHCNJt.D ANY NLSN A: -. X / N( M TERAi EXIST) TO ) ENGAGES 4` LN10 ANC S. / HDR &3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANS BE FOUND ON. THE EXISTING WALL. ANCHORS SHALL E LONG. ENOUGH TO - T MAIN STRUCTURE 0 REACH HE S•RUCTU F. BEHIND SUCH PANELS. ANCHORAGE. SMALL BE AS M., .ION IN MNO IN 9 ENTED $.i. B2, ) ) (C) ANCHORS SHALL BE: INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S NANUFAGTUREN: 17 IT SHALL BE THE RESPONSIBILITY THE CONTRACTOR d0 VERIF Y THE SOUNDNESS SOOf THE STRUC TURE WHERE SHUTTER ISTCE ATTACHED Y0 MORE PPER ANCN tUOE.lNI5 SHUTTER SHALL. ONLY BE ATTACHED To . CtiNt BLAC7G LET€, 43R MAC100 FRAME BUILDINGS, F .' 1 S . THE .INSTALLATION 1 . I.CONTRACTOR16 5 AL IK - - SN 1 TO E /GIN- ALL. L TTER COMPONENT 47)GFS WHICH REMAIN N CONTINUOUS CONTA1CT .. WITHTHE BUILDING TO PREVENT WIND/RAN INTRUSION CAULK AND SEAL. SHUTTER TRACKS ALL AROUND FULL LENGT 13 STORMPA NEL I IRWDEATION SHALL DMPLY WITH SPECS MIT IS D LI I 1 C INDICATED 1 THIS DRAWING PLUS ANY BUILDING ANq ZONING REGULATIONS F'ROVIOED By THE , URiSDO'R0N WHEITE PERMIT 15 APPLIED TO, 14. ATRIUM WINDOWS AND DOORS, 1NCW E - Z 14AM STORM PANEL yw5TEL7" IS PATENT PENDING: 15. IS o THIS PRODUCT EVALUATION U P IOU.. EVALLAA IT DOCUMENT EEO: PREPARED WET SITE ENGINEER [ NOT P ( f ) L GENERIC AND DCE5 0 F,WIDE f q INFORMATION DR A SITE SPECiN'K: PROJECT; Lw. INHERE TH'e SINE CONDITIONS DEIgATE FROM THE P.E-0: (W CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INMU NG LIFE SAFETY OF ..THIS PRODUCT 84 ON THIS 5 PE.O. PROVIDED HE FLOES NOT D iE FROM T -fi HE/SHE EVLA M HE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE t5 THE CONTRACTOR'S RESPa,tSI@ILRY. (c) THIS PRODUCT EMUATON DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED, 0 SPECIFIC :P PREPARED SITE FIG Ra1EGT5 SHALL @E RE ARFO A FLORIDA H () By DA REGISTERED ENGINEER DR ARCH€YECT O WILL WHICH M TY IE F ' € &EGO E ENi71N1EER 0 RECORD O R, FOR E P D H E, , ) 7H RDELET AN E O WELL BE RESPONSIBLE DR THE PROP- ( ESP E ER LN5E OF THE P.E.D. IN R A P.E.O. ENG THE OF RECORD. ACTT AS DELEGATED ENGINEER TO "ti N SUBMIT f0 THIS BATTER THE SIfE- SPECIFIC DRAWINGS FOR REy1E1V EER T E ENGINEER, SHAH (a) RECORD THAT PREPARED RE: DATE AND ORIGINAL SEAL AND SIRUTURE OF THE PROFESSIONAL ENGINEER OF 9 F 8 STORM PANEL MANU 'S A,L'TURN 0.9,3 F FLORIDALOCATED - A READ Y LABEL S. ` TEEN A POA P IN. L Y c LOCATION STORM PANEL ACCORDANCEINGTO COMPLY SECTION Y?D@.$,S OF FDRIFT3UCODE. ONE lA@EL 6NA41 8E P1A.Gf.O FOR EVERY OP�`YINC. LABELING TO COMPLY WITH SECTION '709.4.? OF THE FLORIDAROBU1OdNG CODE. CODE QCK ,. NrAaAs le"PAREO-e', i` T--15� rAe,. 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AND ;`RIC7 bIOUNTlNG R'r`5T. SU, lyYd AE --i3E .:. I-t a BLAB DUUt 04 SEE, S w.W ) r lti NTIN dN N�. TKTT. aaY cdA. SEC 0 SF . Scux 3/e-s' � UNI'4NG NST, II �Ikll INST. 3/6-1 UF,Orl ,d,D 6 i g: 2mm-1,. -�r� SPEa SEE Rd7A1M ROlk.a5 rm @ V INN®.... E of LISE O•(,T�j,PF mR A•ro N(;�{jL'OHA. SECTIk9N 3' SCALE 31AB v " A..��ff, - SECTION 4 STALE 3/8.1- /(:. AT R61,OM. a, . YWA OR SwOL WSiNSAT1wN Teti( III SHEET 23. t f as"'T { *o``EiI,ntgE�/Hf " F a, `P: 'ltCr NSF' „9 �,•._;-_- [) 1 {. o� FGR CO{�IATEN K 9fGn , ICANHE ANY - z` _ NO, 44167 a 0=0 1v.TEm FLORIDA WILDING, CODE (Hi h Yetoci HMrr'Tcone Zone) W. LA c _ I > �, I". STATE OF . : 20 GAGE GALVANIZED STEEL STORM PANEL F" DETAIL I ! r ,. r 'iEn: vLEW « EOCC :xSYa'»LY x 5 d :Aww .—, GLOBAL PROTECTION PRODUCTS, LLC. I; ECOLKe IT[ as• ems/ T , 111, a EE a CWI"AMy DINE. P- =t4 } 2D-176 TS. 4A. uk rwt A snw PHONE, (45A,1 -151A FAA, ("sa-WILT " ..w.: N.�T 4P-NAN .. - , PWe wiI-z4A, M, .wrr4ku -'.Aft. .fA M tMPN,H PRUNING N4: PE. 0047E +"4-0MRN7kR I tEe A 1L71t' A. P-E. kM N,A4 A - - .1CP. I— a) a) to O N '~ -I� U %N a) c- o _0 0 c .� c6-0o- U N cn c � O O '0 - ''0 -0 c 0 a- g a) w c O — L.L L — cu ._ ^, W cu Q %_ /CD I— M V -0 _ 4O .= �.-0 (n LL Q cn-ii.-, L. (1) (D 1:2) _+_j U) =3 CIO O Cn 0- a) U m 0 0- 0 I /a)/� v, E..BfME Lu 75 Q z Z Q ^_ _I 0- SHEET NO. IS 1.2 1IIIIIIIIIIIIIIIII a 41 . .A 7w-lwt-,Atlwi"*,E�7N�1,7i*--ilji4Ffnil'i'm - - - — - 1.111131111111 11141.w-il:d! - __ I .IW.ILI.�inctIlLI11;14�witloic-a�li-mo , MAXIMUM A.510. 0%%-"V1") I - - i 10010% SEPARATION - PANEL I APPM-BIES 10 I GLASS cf:Nmim I SECTION Sit 0. 75-5 1 70" OR LESS 2 9/IW I MUM - _ , *w, I ,,i,� -.,-,.,,, __`�'_'_ �_-, 70* OR LESS , I � 7/8, - act= . - �1= - . - * W MMD URX4g# SS, M-$F, & W"M AT VVERUIP & QX OF PANE, LENGTH PANEL 1, I rw = � "A I I III I W-V,,R WAN .1 *1 N, a �,I **!Ij qW�_N 11' m("."jww_1:j*,W.M J*i;Zi'7f'1IZrvm17v4I*.1 11, wl'[sq: [# MY-1.1 I.I"111-i-MA oil) 4 4was; mIZL:1(1111�1 1[-N_;�g 11, I Owsiol � ".0 m I a wsi-!Zlc __ ___ 1jJ--vA=I W.,N�4.6.i,4,iitll�MIW.Iztwtwl;lAawcm MJUnMvM &SEs. DESIGN "INAUM ANCHORS SPAOM M E. 0. - 3 i/2* - - - APPUCk0UE 10 SECTIONS 0 & ANY cowsloorw OF THEM VAXAKJM PANEL I LAAM V 01) I PRESSURE RATING (P.C) VOCONS j cqx-tis PANJUNAlt FINALE 0 PANVINAT, ,_US 1 7 0 CONCRETE 10 CONCRET 1TO CORGINTE - . 1� I 10 M To C,,,m -m CONCRETE � eoQK LOONCRIEN To MIM 12* 1 12* N/A _ 12* NIA I' & 2' (TOP) it* 3- * 1 so- '. '. e 5, - 4� 1 ' 80"op" 1�� . 4 i2' _7 _T_ 37 12- ------------- 4---.- 51 1. 1. - ft. W ,-,-5 t, ( A��,. +8RO, -15.3 - N/A - N/A NI - - N/A N/A N/A --.-I ----' 12 1/2- ft" - 21 (BOTTOM) 70* ON LESS 7' 101 6 1W 1 N/A 4 1 2* N/A * "" I 4 I I "'A N/A 11 (MR) , _ E __L/A_ 12' N/A 9 1 /1' I N/A f 9 1"2- N/A - 31 (BOTTOM) , 1, .,_ - . NIA 12- NIA 1 12' - N/A 1 / I I ,._ le N/A N/ 4� (TOP) I " 6� 12' 9 112- 1 12 ,,, _ _ . . ." - .. . I ___1 1 I I * UVITED TO 56.0 p...0 &SZ. DESIGN PRUMM f?ATM, A SEE SHEET 25 FOR ANCHORS TWE * 1PACNIC M* WAULATIONS 11,10 WOOD FWAIE MALEING. MWIN MOM SPACINGS AND MIMMUM EWE OWANCE ARE NWATED ON THIS SCHEDULE MR Ca- LESS THAN tMOMARD ON S09DUM 10DUCE ANCHOR SPACING By WATiPLW4 SPACING SWM ON SCHEDUAI BY INC MLCWM FACTM FOR THIS OPERATION 10 BE PMOLF *WUCED MACINO OBILIVOW USING FACTOR SNAILI ;::GI-01 I= MWIMUM SPACM RIOCATED FOR EACH ANCHOR TYPE AT MOM m __1/41, 41* __jjL I11Vv I 4`# ORION _ fAKUMM MNE 0 PLUS - W-0, I - w AMM somom W 4 - I F_= a ',P - amm"yAwF, *0 !!�_ . 3 _- - a j ("M-4 O-ow aw.k wi 1 .== Isift I A '12 ;- at Doom $IAM I Ijr IS -a , . .. _____L_11r r. E__ �__ t .-- ,.Do __�!__ .53 I - I � I a yr - -t-_ '. - .- I. I 11/11� + krovw� a., DISTANCE BETWEEN BOTTOM OF PANELIVI12� AND (1) TO KT, 11r _I Mo. F41_1_0 i ++ AMUTRIES M.. DISTANCE strwimpi BOTTOM OF PANEL I AND 0 TO, FAE� Ttlr 6I L 3/16 , . I M". ULAR. UEE SAMY sk E-Z HANG SIQRM PANELMTEMS I (SCALE 112-I-) -,-.,�-,,�.��.-.L--,------I--l�--�--�,��,- - - 15.1w OCTAL WIDTH) _._________ - ------- __ _.. - __ - __ ....... . - , -----2.IIpT'- - - I � � ___ __ i I i ! . ,_______,__ -,..-.- _I Z500' (EFFM wwlfi�� - - -.----- , - - - --- - ---- �,______ I-- (Typ - 'D 1/4, -) I - I _,_T_�� -.1or I � ; � � � 1374-, � , f '. t i L,F , , � ,Z� .IWA, - _bw 1 : 1/4- X41 ,= -, �7w - SS. mwm 'S. , To ANGLE of 6 ,^, �T_ - - f OR 0 12 )/2* Go. I I � 50"AX �- 14-V � . I I .2.-Ir"J, I � I el - 1,3�o- .- � I I 0024' WWL 74" J 3SO' _ _um' I I � " Ilmov, � I I I 1. I - ,__ ; T , , I � I t-1.1-1.1111, ==G.=�1r___ I ' ' " - I I _\ - ' � � i 1375 � �� 0- 1' � 46p, 7h � , fl , itr "' , ,1, - 17-- I . - '. , INA, 09 REVERS101 , - I H- j, i EMMED , I i EDGE GALVANUED STEEL ASTIA ASS3 \- �L" I I � , ILiCII W, , ,�- i r '64' - ., , I rYP, _1_�,� I -X), 1.1, - , � 260 � I -11, -01 F__1' I , __ 1 MAIL A T-fi�(Z"_ 49 - -------------- � ,zlwl L_ : , � ----- I_ � - - - t - , - � - * ---I L-"".-j .nis I (TYPA - i "1w T STORM PANE 1 --I -3w* - KTAIL A - I_ i - - - _��, _-2.000-- , I PANELS SHALL BE INSTAUJUD ALWAYS flow LEFT To MINT W/ 1/2- LEG AT AT OF PANEL - -- - 2,W7' - -' (�) 'His HEADE (�) 2LMO (�) ANGLE WO MW I W LEFT SIDE " ,-. '�_ I PsQV(L:S JOW I . I , - -11 ,_ , FIF, TOP EDGE I OF PANU , 6 _175, � ..770-, 0.02A' (MIA.) G&VAN= STEEL i i I W/ pipplifforr, a, ,,--' , I - :[, �_ PANEL _" �� .iL_r �, I IT I ,�Hl I:.,-- ,� " - - ., - //zl . MAK, i , , � �11 � 133,4 0470' I - � " �"", - , - . ", , - I �-��-� , �_, , f-- -i_:_:� ____ Go, / -� , I I 0 , �, - � - I � ,_ , ---'.�_, e - 11 -!�!_ ----I- - I F)=� ! I � I rr * � __-T,�� I 0, I 3751, II; �! , o,m-0 , .� .. � .-I I I -- � -,L5s1__ �. � 2.250" 1 11, _1 I - // �,� � -, I'M. �,� � ,, � // ", Hi��Eb �, : � i ISMURIC !nEW WNL I 461," 0,625' ,1, 1,, I � "I"., i 111-1- � -, _7,-�, foo.mv - � � I- - _ L - - too r I', - � , Is, �w L PANEL A 1Iii0----- C, � I 1 I I - *V11 - , ',' k /I � I ")( _ �,' \- 1�) OR (go , _ - I �6,w� ROUNDED CORNER 0 INDS OF PMWS � I, � I - Aft .mr ,,, I - Uwl, � L_ � � -2-373' - - ENO UP W/ REMMED EDGE, . (NIT-S) I � -I,-- ,37e i � 'rep. �12v I 5�7iio* ! � ; I __ i Lew I i i �. 4 I 01" .067, . MP-) . . V:+ I . I 1.124' - '-pw - � -1 - ....... of -I BOTTOM - _Wx Of PANU (�) KEYHOLLUMM 3105-HIS4 AWM ALLOY (�) KEY HOLE AT PAREL � lw;- � I- - I I— � 'ST ,�V Almaj -,, I Is SEE SKM 6 FOR ADDITIONAL LIMITATIONS I %VEI,IE UDMTh is I i'. ONLY VALID rOR OMALIA704 INTO : I I I _Pr � Is, (�) SLEEM 2 1 I'M* 1_ I MAX, LOEB 1_1 - .125, 4 . M.) I, ",so__ I 114001) STRUCTURES I L�wl`.. ----..----- L�- i -i93, - -- -2 SAS-— � i I - ___ __ _2cool � i.,118" . _0 - �_. 2 . � , .Efoo. . , 1w 1000 I (TIMP.), , , i . L_ ____ _____ - , !.750" 2 I 31SO � (�) US,_�� @) *U" HEADER I � ; __-, _'. MIN. To 5. M.--.----3 , t� I . j 1 _* 4) (R =In 1* m" 1-1 � - 2aw - ---� @ AINU 'J' 111 � A 111 r-1 , t I I '. LLNmi-! �--3.000' - - -;�� Wel-76 ALLOY , � 1�41 , I 1 �,200. f111_.1_; '00. I � ,*-, -- - .-."27r 082'.1'_1 ; _! r - MIN : � , ,!�__ I 1---,----T- 1 ;�4��4 "M0011#40% (6) TRACK 0 ,&'0�1��_��Q;\ ', � �� _ (USE ONLY , ;��Etij��:.','.f?'IiS� � __/ - j . '. SYSTEM) , z Na� 44167 *' I �� PAUL NAME 4LA/AL_w= FOR f�Z K940 6OU-76 ALUM. STORM PANEL ALLOY Ili 7,1 I � I--,-�'-, T , - . , koull, , f, 1, 1, 12E' .860- , ,..,t] , r�, ---MN, 0 Cw- MIN. 0 (g 1, - - , I ,�i , , � 123, _- ; 1. - FLORIDA BUILDING CODE (Mon 1419h, Velocity Hu icom Zone) I I �*� _z - * ; III, F10L ' ozm XTEM oc� 24 GAGE GALVANIZED STEEL STORM PANEL I _1 - ' I . 4ywp; � 1.201.7 \14, . I I_____.__3___, ( , 1p 0501�, I �, 1 -C-1 � , ,-$'-. STATE Of `-E - * ""' , mNP1 W. �- 2.00V--- I _ � SEE SEcTONS -- I -A I %. - i L 3CH. - .2w - 1� _ '* -f 11LIECOm! GLOBAL - MIN �:�� 4 - �,�* -11 , TIA- - if --� 11 - PROTECTION "Go (14:17/20m) PRODUCTS. U.C. rskm� &N, bt STREET Willi: #f, =" (@ auiLD-ma "r (R jiump- NEW TRACK g & (P) WASHERED le-11 --, %qNGNUT , �, .. _1&9�07_ " �-QM?tv -11 ,"QW- off.)M-7swes. - W. wyme-vol, 20-175 � IN, W! TRACK ANG (ZAMW_ 3 ALLOY) RE SIAL,V00IIATIAMI'DANE WoLVD? . TILLY &� P.L ; I - I-Im . 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DENO" PRESSURE PAYING (P.0,) (i, oT -) CONCRETE III wow INSTALLATIONS t L+__ L- , __ tr-v. 1.2--o- ___�vv 250 12,--o' ;y'-d' - Ir-$ . - 'O��j __M7 ,Ile pol-16, w-o- 400 101_7* r-4. -I, MID -L--:- 9,-?, __L-L9_-,__ ,.-,. ____j�o_ __5_!__,__ "a - - __!�-7�_ J�3_ ___,_____ AI'-17' __ ___�'R�__ 7'-7' _____. 71.,. ____Z,_ , __ 7,:�F - _ IVI-01 L_ _2�0__ 1 fto --7,-S* 7,-,Zl __ __!:__10*_ 61-7* --,-- -S-0- _--i'm 0�0 __L7Ir__ ___!�__#* - 6�9* __t__5_ __f__��_ , 1-1. __i_6O_ f=& -e-i - - 8'-3* - -5 Z -w ;:--a-- flap - 1 5*-7' 1 __ - 1_.v__4__1 I flat - 5--s- I "I .. . 28 D.M,,@, 'MAXIMUM PANEL LENGTH — @101 %+r OR -L-- (ft.) 0 - mkvAiLu A," , MIGN PRESSURE RATING (P-1) 0 TH -) CONCRETE & wow INSTALLATIONS t -- ,+ -�_- =0 74'-4' f13'_O* ___ MO- 121-10, 11�71 mo 10--7- Mo __L:e fo*_10' 91-91 4ae Iv-6-_ 0�1* -91-2^ 6*-7' ____!�& _ .w.0 8�7' -.r _!�_._ ___!�_,�__ _t-Ir_ a,_01 ___L7K_ 71-51 _____t1v - A&V - 7�8" 71-2* _ _ �0 _ ?,-S. __ __ ff�jf. _" 7�-2. Lv_7_ _--j-4- 80.0 ____M__ ---,!F-" ap - _T__W_ -"-- __.t_w__ __L_ir__ 0 7* __;7__5_,_ ___ _� --3- __ _!�__,�_ - two - . TMO, .- . HA$ I - I.... - - ___�1_50__ I IMS ___ MINIMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PMEL LE)W14 WIND SPUD 4 170 ..p.h WPM SPEED > 170 -P.h (") � - �RMWMO, UNRESTRAINED 1 RESTRAINED . 30 OR LESS 1. . I 1. v 1 5 114- -1-7 '33,10 90 '. I 11 7 I/r ,/2- >90 To 145 1. I. ' t/l. i ' llr - r,7,� �jp,e� _ 711___�� —, ,_ - I 7 1/2' 1 INOWHIHIM PAMrt I F'IJQ1U finl r0P A OWN MbUNTING CONDITION I � TOP I 0.11% I ___ v 1. I'SIXI $1 Siva -r 'F�11 -r TRACK BOTTOM "wis7n, HEADER AN" IIIIII =IS ."IMS - DIRECT woupir 46. 1. 32* 3$v* Ile io, I SO* 4 IISIM51 STUD ANGLE 42" '. = 3 'I- TRACK 55� '. I 32* 1 42' 67* So' I Lim I -Aidu- ME w 32' '. J-7w- —w ___2L_ Sfi- _� w. �TRACK iwim I - I 32- j 32- 1 3e I DO- I 2/4 ANCHORS (SEE SCHEDULE ON _ SHUTS 2, to 41 1) I f- -1 -I __ -I-- T_ I I- -1 - -I _. - r- -1 __ 7 - r - - rT �� 1/4. 3/4, 4/5. 5/5 & 6/5 IVAI 2`01i 3W/7 III 4W/7 _1_______ 1__---_.._r wx- __r_r__r__T__T_r__)_ T I I I I I , I a I 7 ]l _� 1-1 -1 - IIINSOLTED PANELS I 1 1�,t.--,-j 1 1 1 1 1 BOLTED PANELS W/ V40-20.1- i (I_ SECTIONS AS I , r I §.S. M.S. BOLT W/ .�� I 1 I ! ! XtsVIVEFIL) CAeUE) I I ; I i 1 I (SEE SECTIONS AS i i I j I 1 I I - I I I , 1 1 , I , I ,,!I 't I I -, - ! i 1. - Al I 1 _. 4 I - __ � 1, � I . - I - - I .1 1, , �, , I I 1'.. �� , '. 1 I- --- - - , I __ . - � I p i I 11 'I I , -! -I ___ 1 1 , � % I I I i i � 1 1 1 1 i � I i 1-1 1, , , , I 1 I i I i . ; I i I [ I 1 1 . i I 5 1 1 1 1 1 I I , 1 1 1 1 t i i�ui I z 'i � � 1- I 6- - _1 � k - - D.m.,(�),(�� A- � I I - L _L-I �� I - � [ -, , ___4 . '10 I , [ ;; I a i J-1-- I�I_ . I i T @.,(& L-5., __i � - ______1 I - t III 2/4 It/ W4j6 3/4. 4/5. 5/5 & 615 '" "" � L101 Lip, , 2W/S. 3W/7 & 4W/7 1- - - ---AN0*DJFS (SEE SCHEDLA.E ON SHEETS 9, 10 AsIt) - - - ---, REGULM 51QRM EANEL (b ELEVATIQN zwr NJ.S1 'J� - - , �, I (MR. OARL* -1 tos WILIN H a I __ , ! 'ift � SEGIIQN A —A — — '10, , mj'S. Roym. (ij L+ IMANIUM ALLOWABLE PANEL LENGTH FOR A GIVEN POWNS ASO DESGN LOAD, L UW_ ALUAVALE PANEL LENGTH FOR A GIVION NEGATIVE ,kSJ). OESION UVA (2) PROCEDURE 70 DETERMINE WAMUM WEL UWft (OVIER A POSITIVE J',S.D. DESIGN LOO, DErE14WE MkVMUM PAM UGIOTH *I,+' FROM GIVEN A NEGATIVE h!LD. DESIGN LOAD. DETERMINE MAMUV PAWL LENGTH %� PROW VINIAL MAAWM ALLOWABLE PANEL LEMON IS EQUAL TO THE kBNBpj DETERMINED PJ0 DETWEN -I+- AM -L--� (�* $1119CHEDIA1 REUYW MR MIN, PANEL LENGTH FEW POROSITY 44AUFFIGATION, I P,S,f MAX ASID, VES" PRESSURE R0 z "armw , ~ 4, to As t v Fog Mo. "a. of$" = A Aux, PANEL In,$" .1 411111111I ' 44167 -. I * .. E .*- .�� _� __ ::L,:�, TE OF 1� - �il_ - �_� � " am lv= *I- I I I#ACI / JILIECO n.. 1 24 GAGE GALVANIZED STEEL STORM PANEL FIK Zft" Is, GLOBAL PROTECT ION PRODUCTS, LLC. 07M)m DATE. 411)"..A. A-71 Am sils. 5f st'llm 1MME_ FL 3",' - ANY h I. _iaVF!'6 20-175 i ,�k/,/7,(~ ivi�� . D., ).-7.W . 11.).. I-- — — .� I fiEwm&_N= .---- — �A�IgU A (C) 19_�A�L 1F9QFr.�QMAUC_ �-_MNJ: .�M .��ftftllg DOCLIMENT CREZ.) HAS BEEN VERIFIED FOR. COMPUANCE W WORDANCE - 1/--# TAPCON ANCHORS, AS MANUFACTURED BY IJ�W, BULDEA, INC Vl-14 THE 2020 (7th MION) Or THE FLORIDA OUL04NO CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - 0 14- to PANELMATE FEMAILE To AND PANE11AATF PLUS ANC4014S. AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS cr� VELOCITY HURIVICME ZONES (Mlft-DADE / BROWARD COUNTIES), - 1/4'f LAG SCRM POT NLE.S_ " DESIGN WIND LOADS SRAU K DIETERNINIED AS PER SECTION 1609 Or THE ABOVE MENTIONED CODE, FDA A BASIC WIND - 7/16"0 . 5/9* WOOD BUSHING. AS D;STRIBLITED BY ALL POINT SOREW. BOLT ps: SPECIALTY CO, C %Q SPEED AS REQUIRED BY THE JVRISUZ11ON WHERE STORM PANEL WILL BE 1147ALI.M. AND FOR A DRECTIONA4171. FACTOR C = RD-0.65, USING ASU I- I 6 AND SHALL NO EXCEED THE MAXIMUM (A,5.0.1 DESIGN PRESSURE RA71NOS 010"TED ON SHEETS �' 1) MINIMUM THREADED PENETRAMIN INTO WOOD or TAPCON ANCHORS SHALL BE 1 112* AND 2* FOR ELCO PMELktATE PLUS C k1j 3. 9 TKRU 12 & 17, ie, AND PANCLMAa FE4ALE 1.0, IN ORDER TO VERIRY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OrrEWINED PER ASCE 7-16 SHALL BE IM7 L ') REDUCED TO AS.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN OR13ER TO COMPARE THEM W/ 4kX (A.S rj,) Cl) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SIALL BE 1 1 �-2-, NO TMRMED DESIGN PRESSURE RATINGS RMICATED ON 58EST-1 3, 9 NRU 12 & 17, IS KNEIRAHoN INTO Stucm sNia BE CONSIDERED AS PART or THE REOugm TH.REAOW ks�i�Rpfrz� C D IN ORDER TO VERITY THAT ANCHORS ON THIS P,f_D AS -TESTED VVERE NOT OVER STRESSO: A Me INCREASE IN A"OKASLk STRESS FOR AND LOADS WAS M USED IN INEIR ANALYSIS, FASTENERS SPACING M WOOD HAS BEER DETERMINED IN C.3) MINIMUM EWE DISTANCE OF LAC SCRIWS� INTO WOOD SHALL FIE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.DS, 20H5, . J STOW PANEL'S ADEQUACY FOR *PACT AND WIND RESISTANCE HAS MO VVbrIED IN ACCORDANCE WITH SECION 1WRA-7 OF C.4) MINIMUM PENETRATION DF WOOD BUSHING SHALL BE 5/8" t/4' 0-20 SCREWS USED 51-KI, BE 1 1/2' LONG MINIMUM : THE A00YE'VENTIONEV CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA =F=,4-01-01 AND #0219.02-09, AS SHOULD STUCCO EXIST, ,AND I" MINIMUM FOR WALLS WITH NO STUCCO, - �1 � PER w. 2-99 Js A5,TM C ,W-02 STANDARDS, AND AMERICAN TESTING LAB , AS PER .1 tAS_i;l AND TAS-2W PROTOCOL$, AND AS PER MOOLATIONS PERFORMED IN ACCORDANCE W/ SECT6K 104 OF THE C". 5) IN CASF THAT PRECAST STORE, OR PRECAST CONCRETE PANELS, ,STUCCO 'A WOOD BOARDS SC FOUND ON Ti-sE Exisn"a WALL, ANCHORS SHALL BE LOW ENOUGH To REACH THE NOUN STRUCTURE BEHIND SUCH PARELS. FLORIDA RUiLOINO CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) AL C�It) �� ALL ALUMINUM EXTROMNS 10 BE 604I A"Y AND TEMPER (UNLESS OTHERNSF ofmED) SEC SHUT 2 to) ANCHORS SHALL gf� INSTALLEP FOLLOWING ALL Of THE RECOMMfN00ONS AND SPtGIFW UKTONS OF T14E ANCHOR'S "OFACTURfAl. , 000, ,11 ALI, AL11111111J. SHUT METAL USED AT .� IRES SHAL,1 .111 3105-1111 ALLOY, 8 PANELS MAY AM BE INSTAUL041MONTMAY F-M-10WING INSTALLAPON DETAILS SHOWN 00 5EMON I I Aw 6 (SHUTEI A 4 ALL STEEL SHEET METAL PANELS SMALL HAT 5ITTUCIAIRR QUALITY STCEL� ASTM A-653 CRIME 80 WWMVk� 0-60 GALVANIZED THROUGH 5) EX�.'rPl THAT HEADERSQ * (gi SHALL NET BE USCO. K STEEL DESIGNAIION WIFY- 92 2 k.1 (AFTER PULLED)- 9 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VIDRIFY THE SOUNDNESS Or THE STRUC CTURE WHERE SbotITTER IS TO I 5� ALL SC EWS 70 HE STAIRLESS STUI, 504 OR -316 AdS1 SERTES OR CORROSION REWANT COATED CARBON STEEL AS PER VIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM BLOCK OR WOW FRA14E Z BUILDINGS > Wale W/ 50 FW YIELD SIBENCIN AND 90 I� TENSILE -STRENGTH AND SHALL COMPLY W/ R.ORUDA, gUiLULK CODE SECTION 2111 � 6.4 1 U CACH REGULAR STORM PANE- WITH LENGTHS OVER W AS PER SECTIONS 1. 2. 4. 5� 5 AND A1,111WAi oo" SHUTS 4. 5. 6 to I JRESPECTKLY,� SHALL HAVE A LEGIBLE MD READILY VISIBLE MARKING INMUCRNGTA."'.11"Tt .4* '5 BOLTS TO BE ASTM A-307 GALVANIZED Sr--L OR AM- 110- SERIES STAINLESS STEEL. WITH 35 ks� MINIMUM YIELD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 MC14ORS TO WALL SHALL BE AS FOIAOWS I , THE INSTALLATION CONTRACTOR IS to SEA1_/CAUUI ALL SHUTTER COWONENI EDGES WHCH REM" #4 CONTINUOUS CONTACT W 'Q'� rNE BUILDING TO PREVENT WNU/RAIN INTRUSION. , (A) TQ UF*�PQ1MkXQNM[TF_ - I/- 0 UPCON ANCHORS AS MANAH"AC11URTED By I,T,W, 61,11,I)EX, INC 06�, I'4192 P-) I 2 STORM PANEL INSTALLATION SHALL GOWLY WFtk SPECS INDICATED IN THIS DRAWING PLUS ANY BUflOING AND LONNO REGULAUGNS > _ . CTID 1/4' . 7/8* CALK -IN ANCHORS, AS MANUFACIV'RED 51 DENALI INC PROVIDED BY THE JURtSCC, ON W%Eft PERMIT IS APPLED TO, I /4's, . 3/4' $MID -SET ANCKORS. AS DISTRIBUTED BY ALI POINT SCREW, WIT & SPECIALTY GO ..Is"i"""` fm I., - - - 1, -xOO P...0 �,3 (.) TRES PRODUCT CVALUArION DOCUIAM 1P.E-b-) PREPARED BY rMS ENGINEER IS CZNERC ANC DOES NOT. PROVIDE IN'rA.l.se I I- 0, FOR A SITE SPECIFIC PROJECT; �v. WHERE THE SITE CONDITION$ DEVIATE FROM, THE RED 4-10 PANELMATIC FE)NAUt 10 & PANELMATE PLUS AJINCHOR_-� AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS I I ,/4-0 ZAMAC NAILIN ANCHOM AS MANUFACTURED BY DEVALT. INC, (b) CONTRAC70R TO HE RESPONSiBLE FOR THE SELECTION, PURCHASE AND INSTAUATION MCLUDIN - LIFE SAFM OF THIS PRODUCT r A 1) MINIMUM EMBEDMENT OF IAPrON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-' 0 F0RvuC0 PMELMAIE. MO BASED ON THIS, P_ED� PowDED fwls,AE DOES No DVAAIE FROM THE COND"ON5 VEMLED ON THIS DOCUMENT, CONSTRUCTION WETV AT SITE IS THE CONTRACTOR'S RESPONSTIBUT1 1 3/4" FOR ZAMAC MUNI ANCHORS (C) TKS PROD= EVALIJAMON DOCUMENT WILL BE GONSIVERED INVALID IF MODIFIED A23 CALK�IN AT SOUD-W ANCHOPEZ SHALL BE rMSEVOI'D 7/6- INTO THE POURED CoPORM NO MaEOMCHT two STUCCO SHALL BE PERMITTED. 1,14' 4-20 SCREWS MO SHALL BE T t/2" LONG WNlwtw Smww STUCCO. aw, (d) SITE SPECIFIC PROJECM SKk! W PREPARED III A FLORDA PIEGISTERM ENGINEER ON ARC:fi1FCt WTC'H, "U, BECOMC THE AND T' MINIMUM FOR WALLS WITH 40 511JCCO� AND MAY BE HEADED SCRIMS OR ALL THREADED SGRENS, W10 HEAD, ENGINEER or RECORD (iLwt MR IRE PRWK't AND WHO WILL BE RESPONSIBLE JUR THE 4,91MUR BUT Willi WIND NOTIS PROPER USE Or THE TIEM, or RECORD, ACTINC, AS A MLECATIO) ENGINCER TO IRE RED ENGINE�Fll, SHALL S�ff -0 THIS tATTER THE VIE SPECTO OPAWINGS FOR AIN", A--) IN CASE THAr PRECASt STOW, PRCQAFT COKFIETT PAINELS, PAVERS, STUCCO OR wow BOAADS F_ FOUND ON THE EVITINC WALL OR FLOOk ANCHORS SHALL Ot 1,OK ENOUGH 10 REACH THE MAIN STRUCTLIRE OCKIND -SUCH PANEM (ot) THIS P ED� SK4.1, BEAR 1149 DATE AND ORIGINAL SEA AND SIGNATURE Of THE PROF155foRN, ANCHORAGE SHALL BE AS MENTIONED IN A,I) AND IN A,2). ENCINJEER OF RECORD THAT PREPARED IT , - (2) Tg-,V,MnNS,-QWMU-ILOq&-*&LAWN-j�--A: 14. SHUTTER MMVFACTURWS LABEL SML K LOCATED ON A READILY VISIBLE L,OCAJON AT STORM - 1/4* 0 TIAPCON ANCHOir. AS MANUMTURIED BY i I W BUKDEK. INC, PANEL SHUTTER IN ACCORDANCE WID1 SEC-11014 17091.2 Of TILORIDA BOLDING 001DE- ONE. LABEL SHALL BE PLACED FOR EVERY OPENWC LABUM; 70 COMPLY OTH SECTION t7O993 01 THE - 1/4' A � 718' CALK -IN ANCHORS, AS MANUFACTURED BY DEWAU. INC FLORIDA BUILDING CODE, - A �i/4" SOLO -SET F04CHDRS AS 0579MTED BY ALL POINT SCREW. BOLT & SP ' C, ' _ ;/4'0 a I 4-1 PMELVATE FEMALE to AND PAIIELMATE PLUS ANCHORS, AS MANUFACTURED BY EILCC CONSTRUCTMIN P '111111#1". TAL� r1i _ I/ 4' 0 ZAMAC NAUN ANCHORS. AS MANUFACTURED BY DEWALL INC ?,,m , �':. 4 6.1) MINIMUM EMBEDMENT OF TAPCTN4 ANCI-.ORS� IELCO PANSILMATES AND ZAW MAIM ANCHOR. INTO THE 40W6��EN*`,. . . . FLORIDA BUILDING CODE (Non High V01"ity Hu cone Zone) BLOCK UpItt SHALL BE I t/4" - , . , - z " 14,44 67 ` S -Me "Inw, m I., 9,2) CAUI-vi & SOUD-Sr- ANCHORS SHALL BE EMBEDDED 7/8- INTO ,-HE CONCRETE BLOCK UNIT. NO E11SEDIMPIT I 1. - 24 GAGE GALMANIZED STEEL STORM PANEL NIARN FYF STUCCO SHA BE FERWITED. 1/4' IT-20 SCRM USED SHALL BE I ! /2- LONG MINIMUM SHOULD !FT-40 UYIST. * - - ____ I - - a/V/Xn 1, MINI LL ' - _� - -_ 11 GLOBAL PROTECTION PRODUCTS. LLC. PIT,, AND MUM FOR WALLS W1714 No -STUCCO. 11'�5%.. STATE F - III E ..... LTS_��..� , � , �1 ... I I e,�t) IN CASE THAT PRECAST STONE, (A POCCA-S CONCRETC PMELS� STUCCO OR WOOD SOARCSSC� 081 . Im &*1 3 IONIC` MAIL rL `"" �-., ___ * ,; 04��* ,=j,V, , _ EXISTING WALL, ANCHORS SHAU_ BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BUFUNID - I � t '40W '-floo-oo, FAX om-loss--m 20-175 -411 , _� , MCHQRAQ� SHALL. BE AS MIENRONED IN EL') AND IN 8.2) P�11-1 . -.-.-`I--`B----T - OpAwm ft NAL - � 0-00I — Itiffe4ifill 0111 �F_ UAL/www,/l;AU: 0�.z IE:T. ..17 I *=, A` ;wl.,L. � aw, .w 1 1 -1 ; I I --- I I I INSTALLATION QUAILS FOR REGULAR EANEL(j) INTO POUBED QQNCRETE OR CONCRETE BLQCK _$MUQjU8ES ALMSTIQ POURED CONCRETE . STING POURED CONCRETE _g - I OR CONCRETE BLOCK ,,� lx, RkTX14REP, CONCRIEV 11"', I,- , "' CONCRETE ANCHORS , 'I', � , CONCRETE BLOCK REQUIRED. (SEE SCHEDULE ON , 11 __ SHUTS 9 _ 1 20 _ � R, (SEE SCHEDULE ON �� , �` �" 1, " to, , , , SHEETS a THROUGH 0) ol-14- x L' 02 EXISTING POUR D E OMCRM OR 1 � ", -s � - -,- =t BLOC? , ,, _03 I/v,_wM,- F -i'/r - I 114, ", F � � 112- - Ii/41 MIII - �__,Sw "m so'lls � 6 Ile c. " , � I 1 - I I .1 I I I -, 1 � ,r� ____ " UIPCITETE MCHORS - ___ �, 4 (SEE SCHEDULE Ob( ffffffffff 1�1., � � - "', I 1� , 1 I SHEETS 9 THROUGH 4_dy�� I i 1. , " ", I �, - fi/l,�,-§,,,',',��-`,� � ` -1. * ED , �1111 i � &-,--,.-, �`."__, I - _1* ." I I y 11 I i Of ; � L - I L r- �� I I 11 I , - � I .. i - _C11i I ! I . ... I I - - I , I .111, - 1 ,C!-\ I , tq i - � 10 I [ L-1.1-= i 0 � i . I I 1 r I i - ____ ,--I,--, �146* -, --I _V�_ - __ 0 T_ -, t mf� . a> - If - k_ ___l __ / �_ A ,A> �'. , - - , , , 66 ... I I,. ! - 1 1 I �,F__ I SEPAIULTIQII , - TO GLASS. - _.L� � I we m I*& ,e T41 F ft SEPARATION TO GLASS. J- ; I ; I AT, . ; I : =-=.) _ . � �, I , ,.,'.�g,, �ENGTH I uFfICT, DAN "613 (SEE SCHEDULE 4, - V M., 0 ON SHEET ZO v I PANEL =� (SEE SCHEDULE ON SHUT 3) I � 4 � ,,,-,,, � 11 " I - I'll . i I I LENGTH (SEE SCHEDULE � 1 I 1 WIT SEPARATI Los.. "r As- iO GLASS. ON 11 I I ON SHEET 3) CONCRETE ANCHORS t:-, - - : - , V`_ -1- � I- I- 7 1� - I � 0 III 1, - iot� - 9 - 1 ENGTH PAX , I , I � RANFL L 1 ME SCHEGLU - JISEE SCHEDULE I (Sre i I SCHEDULE T 11 I I ON SHEET 3) I m ULE ON . ol a ON SHEET 1) 1,..G!!,!i!qTA_ - _ I_ J , I 1111-11111-1 �. ____I1___1 If ROUCH timI i _j 10, Box 1 I i i � 11 I I I , I I I "I�.",""��,��""I'�'I'll�,��""I'�lI I OF It � MAX. ,�';�,�� " .. 11 1 � 1 - <f) i � � i � rL I I i 1119"i I , I �,`�, P", X`,Z�,%, "'.4 , I ,_ X., I " 4- , I ,�, 1�� z I I1A`#_2ftI* to. �l _ I � v. ' �,l,�,%, =", , , s I 7r�l 4 I mw`�', , _,�,,,-,,.,�, 56% : OF IV 1 T� ; I i -cl) : , ��,,I" ,-?Ai�, � ,F , , � 1111"i I i " w, '� , �� 11 I � , kq, , 'L I I � 1, , '��,,,e, I 11,111�,`,F, " I , , 1 - i 4�"Ll" � t__ 4 .,�, ;� � I ,� I i � � � E "' �g,gI ! - - I , "I I - ;',,�, , I , I � 1/2 , I I 1--k"T, . - - --- . - - -,��,-,,',� ,� , I - , '�` `11��M,111_1 Ex,SUAO POURED � �x,-,. I , 4 - I I I @ I I _ �� ; Y'11W � I ��, I �';,'�� "" 11p - � ,�&, 1 I I, �, �� _ � I I ,��f , ... __ I I - , '_ , ��, CONCRETE OR -, '��,',�," I a 12 1/2- OZ 1 La I I - I , , (AS fi"Umm - i ; i 1. 0 . I "I" AAIRO How , "ew F ;;� . f --nw - � I m SO" up f, __ - I � � � IS, @0 - , I COK'Rm BLOCK I �- REQUERM, ` " i � _ ,It�;.��`. � . I CONCRETE mcHoftS �. _ I : ": -. mx_ 0 i I (SEE SCHEDULE ON � , ___1____ - -, ,/4'-ZNI' M.S W/ NA � � -ko_ 1, -0- : 0 ,z ,/r .t I � I* - 1 -zl - Ir" �_� , I 1;1 _11, . -I _ - - -, - - _-, _`1 - SHEETS 9 THROUGH 101 -.---,,' _� " 1, - . I -1 " r' ___ -IIIIJUMTE M"` ` ., - I - le MO ONLY WHEN SOLID - I at AN Hap- LEG LOCATION , I , �.,-, I � ci) ARE, US b .. 1EXISTING POURED CONCRETE E�_ aw" i;zE5;W_ri OR CONCAME BLOCK ALTERNATE CONCRETE. ! _ _ JIM CRET-1 --P=G.% WINDURRIED. CONCRETE ANCHORS ARE USED UQUOTED. ANCHORS - STAGGEWD W/ STUD - (SEE so- ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH to) -tilkma I Us U ISALE I/F -, WA6 LIOUNTINQ wm,; WALL MQUN ECT 1 "'111191#11"'I's's ol'i�� A . I, r4i,;, / .&P .....:_, I I ` , jo-4�'.-` ru E ni ... .. I __ "It cone Zone) FLORIDA BUILDING CODE L%on bh velocity 14U ED. - EWE DISTANCE NQULf Q9S&MD2mnQNjy_m.0m- (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ;F .: ' S z .1 o. 44167 '.. z zw: * I * 1 -_ S -` STATE O�- a - - � 1P . - - 4 W �C�L � , ��ORmt,. * - - �, ��..-- --- � saim PIT= INC, 24 GAGE GALVANIZED STEEL STORM PANEL I - / 11LIECO.. GLOBAL PROTECTION PRODUCTS, I.I.C. - �C_4_11MI m%1=:X. rM "mr,51I . __ 1". DWA ft . V`/"""" ts"m 20-175 INSTALLATION. -,t,;,-,;..;x%�,wbRNTMFE,- ��'..'�..:,�t� .�,V,/ Y�" - , - - � mo 1-1-1 pls)flls� (W)011-4lL FAI,, (IIII-Aft-iT707 -` - - - CA- Is M. ORAINNO w - - " i A I I . - 1 . MIT- 1", - I ! I . I somfit . or Mo I I , I -0-0 a) a) C_ Cn —m a) -I-- 0 > C- I a) 0 _i._j = L_ Ils- = _0 L (L) 0_ 0 a) 0_ 0 L_ a CU -0 n - .a,.4�1 1w (1) _6__j C/) :t:� = = CO -cu U) a) -0 0 0 -0 C: 0 0 -= (a) L_ 0 d " 0 [Z = C: __ AR ku 0 4.1 %+_ CIO -= � LU 0 > ED G Cn :P LU — m " " -= (= Cn a) _+1 9 C5 - 0_ Cj in ZO CU ca. E ;;, C_:, Q C- CU -1--i Z =;�< = -; = L ca- �- -0 — U) < !2 mc= " __ - I 'n w -,, � -% st - C-4 - 31; .e 'D �Is` CD =. .= > . - -z .:,= = C4 .- 3: Cm ;6 Bt " R .2! w _= [ a - :.- '. A ;,. = .2 .." In a- = E .3 m a- CJ � m - 4 z INSTALLATION DETAILS EQ8 ROAM PANEL — _ 11 I'll IN�TALLAIION DETAILS FOR RENLAAR PAKI-0) -- � -,-,----, --- -- MaCK STRUCTURES .� INIO MO Mm-Gim � I INSTALWION DETAILS FOR REgULAR YMU &-INTO WOOD � ----- ---- �J___W� " ___.__-__ 1 ,7, 1 - � m -- - _-1, �.__ 7 - 11 , 11 ,� I . . I i LL " 1 SEPARATION i (D __r '--. . �- 7' . , 7 � I .1 I . LL �� - I _-4- : � L � I . , ALTEFWATE CONCRETE I - - �� 11 t" _,�,� ; I I I ,--- to ami -_ --- I - � ' �L ! v - 11 ; _KMOD ANCHORS __ - , _ ANCHORS I-O"PON � � � , ,r - M (--) F (SEE SCHEDULE I/4 z 1 , . 1 le (BE- SCHEDULE ON ? .3 I/.*_:mwt' ! '. ALTERNATE LEG , - - il� I - �,� _ , AILAD 00,11, S1iEET 3) 1 � -0 4'.a* - 0 1 1 - . --LtCAT" ,� �1 11 ,� � - - . . � -,,-, -- ---- _, - - - ,� - - I " .� .., - , - p 5W - , 1 -(SEE SCHEDULE ON EXISTING POURED CONCRETE , , . , � � �r�_ '* - a Ile I,& "_-_0N_ � _ - __ I.- �. . I I I � �, I SHUT 11) . , COW EiE ANCHORS 4 1 . � I ��Z I f 5 wo P - -- - SHEETS 9 THROUGH 10) OR CONCRETE 01-OM - - _ : ,:;� - I . . �j 4 � � ____ _.`1_-____... EXISTING WOOD � � , " I I r, � I ,�: (SEE `SCHEDULE 0A �� EXISTING POURED CDmCftAr_L I - I I L - , I BEAM lowls: MICTUR01: I � � � - I - - . � , ., i , �;�, � I . - '1 UQH 10, REOURRED, - 1`,� �, . . ! . I � I � ___ _4 I BEAM -TO BE ERTIFIED BY - fEG L- I --Ep -�- ,- i� - LEG � . il I � I . I !�, �� I *L, M.� REGsSITRED "UR OR � .1 I - '19 I I., I I - PRICIR TO SHUTTER ` ' . � � 11 -) - _OI 11 - - � - I . fl;;N � . , i L I L �i "_ I -----I- -------- PANEL LENGTH EN I .;;�_ �!, � - is SHEETS 9 THIRD w OR CONCRETY BLOCK , � KOUARED. I �t �i , �_,,_ ==mt-,rt I ADEOUIACY OF U) -1-IIIIIIIIII11" - � i ta . ,--L=TE WOOD HEADER � I I I r-�,- WCOD ANCHU.5 � 1 =14 I I ARCHITECT . , I 4 " W EIIITNO PT - __0 CONCRETE ANCHORS , �LT � -1 __ L� _ - ; (SEE SCHEDULE , � � � �. �� __ -9 ..m m4ff " L" REOLARED j I �L � JL I (SEE SCHEDULE ON - . I ! . � . INSTALLATION. �� .1 I I ,it I . I- II- C21 I - - - - , a I j�-___---_ - _� ... .... I ON SSH FOR . -_ � . V L - I' MI.. __ _ I _ WW ANCHORS ON ALTEI.;;�� - __ _ � I I �. -I--- S-FET;191=Q : , . ' � 1/4 SHUT It) , j! - - , I : Pjg 11 i z .:1 CM , 1 --- W.I� ,a WAS'" .w (D (D F __ A ,___4.-.,- mC, movirs HIAD _j k 9 MAX. �, oiarm = I 3 I 1 1 5 � _. ,.� ,� _,� '-- ", I - �_,/., - r __� , . , W � - _20,1* X s� Of , , W. L - SHEET I 1) . .4 W/ " 'M 4 WAM TD, SC" ON 1 1/2 - , p . - . � , / - - - - I � I ;;-I Lf , -0. ";, U /4 �T! I 1, '� 1, ;� �. - I I I I - . � � , L F "r :�, 1/2� , I .� If 1. 1/� _j I/4' 1 i ... I I ;/.,*V��I� S11L ". W/ Nis, ; koAX I , . I r, , - - I � .- ,- � _C1 )f .A� , /, I C f � � .---,-. ,- I - _ -__- t r � f. ��! - i I : 1. ; - , (I _ _;� a., -, � HEADER � - 1, r 1, . �,,� , ,�, i 1 12, 1 1 : ED ! -,. ,_ I L �i! , - - , � � I ILLI � , I - � 1 '/4 1 , vz It ��- , CONCZ�105?13,1 1, -L'------,- ' 1;1� i _.- I I , I � , WOOD I i � - IH wm� WOOD HEADER - ___ ------- U � : REQUIRED - - t ;' � ,` ',I,L "'IT �4 _,. , ,za, - 77�<, 1 - I .. -.1. _ __1_.11___1 . 4 REQUIRED - I -,I, 3g zz�vm IT = _ , _ I - L ED, zg f, ,.�, S,: or,, , N � � I z I --- - = f" __; _� SHEETS a THROUGH 10) I I : - . :: �_z - i i of : " �� , I I )LUT I I � - I I , , , , - __ -, I... I ,gzp I I - T, � ED I i I I , , , rn of (�>_ .. , �� ' --Qfm Is : I I __ I � I i_ ,_��L, ,�� __ i I I I I - I , 1, j -+--a ,N,!�, I : '11i�' I—' I.- 1 �'. , ----- - � " . ...... L ------ � i 4 � '�_'_ � � - — , =94 - i %WD ANCHORS , " to � -,O " , , A- (A) h r PANL m6m . lt I I I ii i I2 1/2- i SCHEDU --- I - , "�� -2, , I i � , � '�,,� p �,4 I" . -, � I ; I I � (SEE LE I* �1� � r I i EIUSTI ' I I __ � � � � --- � � � I N _- C =3 ICU I I 11 I f - � � 1 G"�,� -1 I (SEE SCHEDULE - LJJI � I " I � -0 I."�G!M1C1ii1`O;.1 IN-10m, NUM I ,� � ' I ,__r F. . Liuj 11 I J) I UIL mh. 11 __01 ; I ,' " , ; ,, � � ON SHEET 11.) � SHEV I 1) ,.� "'. i g� � I I � e � SEE n -- mxw rm LIMITATIONS " I r _�_J I I - , I I iev �� 1. " 11�� 1 - -C, ) ; w1ft. � � (D It SOMARNTION I �v I v �w, ", I !,'.'-, , � " 1 1/2 LOW SLUM, bfl.� N to 1 .-cl) ____ " U � _G1, ! 4 � MAX GLAM I � I > I ". � " w ,;zo i SCRAPAMON fr5R> QMSI - I i �11'1 ; � " L =-- I it ", PANEL LENGTH I I'Ma LEK10 . �, 4 , , I � � � i I I ULF � . � m, SCHEDULE ! �1/41 .0 � I : i g), � " I - A .j �ml -- MI.- I 1, 4 11 , " I, To OW`S$1 1� GH i ,_ "' - �4 -11, . �, � i SHUTS SEE s0wouir Osm SCHEDULE I ISU SC40 I, � � I " � 1ION TO GLASS t ; virc SCHEDULE 1 lz.,�-Z�. a I? As 10 9 ! C 10 I - I � ON SHEET 3) " 'i - f : � � % : ,,, PANEL MATE fE"E to 13R FANID, MATE I ON SHUT 3) -- - - U 0 1 , , I / M. -=_n I � I ON SHEET 3) 1 ON SHEET 3) i ON slim 3) - I- .� .,KA TO CLASS. I '/ft� I ' : AT VA SPACER # -_-_" - - ,--- I - I I - +- - _- - L ' __ (SU SCHEDULE ON _j I - - fuenslAisma. I j I .- --,-,I- -1 � 1�11`, , � i l 11 PLUS (SEE SCHEDULE 114 SKM 11) ,.I 1. � . (.--. Scoicmu ON sHm 3> - I , '1-'1-4"��. %_ MINI &_ I *L* mo.� _L As. [��V,�--- 1� L'' " Y" � "' - I ' '1417 . ....... : E I PANEL LENGTH ff. 4 . �,. � , L- os.� - " ' "' /" "' sl "�a' - I i - �-�--. Dow ION PAM I L , , __ __jo�_ -, =,= .- is to . -1 - _ � _i7l am" am -e-on I i I � L , - 'I 0 ' �, . �� I AT No I i I I 7 r � ' I I (SEE SCHED LE - _., 4 :_� , � PANEL LIENOTH t I i " � I � I I V tow " -_ -_ ------- - -_ �_. �_',: _Aj ' - " -_ VAETTINNING st= a L ' " _! f ,-I �� I I I um- � -, , P� , J - I _1_1 ''" - - Agi,: , - � � 3) I I i � . - f � --- � _7NIZA i 2"m4' WOOD ______: , I I PAWL LENGTH I I I , I I ' ") 0 r "Er , I ME SCHEDULE DAN "' _-1.11-1 - ----I ON, Sfs[Ur J) � - ---, 01,45 S SET SCHEDULE- i PLATE REQUIREU I I 4 � , -1 jL!7,7 U I - -M., , - __I _ _Lso� _ , _ = .. 0- SEPARATION i I ; .:"'�o EASTTW�l G-151iNg-1 I. OLr - � ON SHEET 3) . ASS. I L __ : I - __ __ ,--- L.- � . OL _.____ -- - _ I L I DIRECT MOUNT W/ SPACER CA - I � -1 CL ISEE SCHEDULE [ (:1) - --A 1--7-111 - - I TON SHUT 4) 1 1 - JI ___,'jI�_-_ _ " I I - 4 ON SHIM 3) ; 56% - __ It - If , I I I � _ I U) Is I ON SHUT _ (SEE, SCHEDULE t I 9 ! , __ - ", MIH =N"� �3 1 Z. -1 ! --Cl) I----,.--- i 1. ,zl L_ * I - I 1 �_1_____1v__ - x "' + , - (1-1 16 1 1 1 * I .1 OF -L' L ,� ?��,��,�_1'1�1_ I ! L "M - , I I / __�,��,,�..�,�, , MAX. I SUE - -"-,-,, __,11�. - - --�, . . � � � --�, I I �; I _�;,�f,&,,, I - - , , , -& OF IL! a I OF *L - -- - ' - I --- 22571 :: =_ _J -C, , e : OF 1" I--- LL, ' --' I—' L'I'L _ ALTERNA11YE 2W' I i _i�D t� 4 i I MAX 1 _cj N � to � f _1 I - -'*' SCALE 1/1. - I i I , < - <D , - I -, ", sofs I " L I I i MAX, of C4 � __t__4 f � - SEE -,ABLE #I ON SHEET I FOR MAX. PANEL LENGTHS "w i __ I L�, � i I __ kw, I - �� T . �� 1 � � ED. �--��"`,' i I - 1. (� 9 : I I -z � - Z� - I -L 5161; - I 0 ,2 ,/2. ox. - - O.0 I " , " - -___ _ - I - � � 1 Flo " OF I I OF , , to .%, __ , I- � I W� AS.0 DESIGN LOADS R THIS INSTALLATION. 1 14,-- 1 1 0 4 OL : 10 12 I/Z I . 11 1 : __ 'i, 1 '17-11 1 I . �111/i��, I I MAX f , , - VAX. _� L � iat:�_�14 � �v 11 I 0 12 1/2* CLC, I L- . ---.,- __ -------- ,-- __ __ 11 t �_ -A � � I I I - I � , 1. - I � � �___4 13�__ I ___ - � �, , 11 i EO � I i j I I /� I CD ; I . , e,- L - 11 I - . . I . s 0 12 1/2- ,It- - M2, �- . - �, __j_____1 - � I I !_ - __ - I - Z* I � =3 - - - I . L ; s , - � 11 , ; , - , - - W. Flirt I - '0_3� � - I . ��44 -1 L "� I � __ 1i III � 6 ... � 11� , ", -, '_ s� I 'L - ---.,----- A" ' i, " I- ON � " - � I i � 1 III,* Nam � I_ ,'-L I - 'I'll, �� - - " - . � � � " , "_ `� _� . �� M 7 � �� 0 - - L CONCRETE ANCHORS 0 - 'IV. 1�1?v CONCRETE AMCHOPS I 11 I I , ED F . 1.1 _0 ,,, � 1:�J_____ - , (SEE SC4,XU ON � 14 (SIDE SC44MULE Inf 11 I , _ --a" li� - I ;-, -- -- TUD ftj�_ ' - 1. - � -1 - _ __ 1�:� � c �� 11 EXISTING MUw__�=,.,-,', �,,�?',�g _ ! I' I I - SHEETS a THROUGH I 0) �,, -j - ' I C""I ,A�1�1,1"" iq ALUMtNU1J I CONCRETE � OF WALL .. .LAB ,e",�,,,� SHEETS 0 1HROUGH I L �9) ;�� Ntsix. I _,"� _ i � ___f__J STAGOM W/ S .- Tr. CONDITION) I I - �� O.C� VALID FOR I � � � ,, � 1, � i SPACIP, LA ww K I tir "AND W, I j,_______'_-'' 4 ------- - - - , I � �� I , : I'll, 41 1 C 1�� I ,- L 4 � -, I � ", � 0 1 li;",�,�211�1�' _&S,1:6W I IL14TICAM � ALL MIGUN LoaSIAND PANEL - �_�`_ - _` : k-_Ij____1______ ; ,'r , � � ,j � - (SM SCHEDULE ON I � L I , - -11 �j - ------- L - --'- Z*Xo' WOOD I , i i -W - , .CK&RI R BLOCK 1111- -------- � , � I SHUT 11) (1) OMUMON 6 Lill= 10 A ON STORY 86kmm OR" IV-0. - - 7: DECK REQUIRED ft WOOD � ; L_ a EXISTING POURED 2'�4' � TIED : v-somfis PM SHUT 1 ,�, , � I ", -. , f q , �Q4 L �� ' .-I.- __ - I - 1 .: I , �j 'L I L [� j j , �j� ' , -_ 1 RED _7� � � , WOOD ANCHORS CONC:WE MCHM , �, I'm, .....- OR COW Em 2'x4- WOOD ,�,, i � �� I vm wm 01w NOW Opto IsEk RSTFJM "Mo Aw WOOD ANCHORS ; I � , L - -- L I - I � _ �q; L ( ULE ON . __ - I (SEE SCHCOVLE 0 - - ��" '" - - I _ � - n , -__ , _ � �_: , ; I �, i � [I � � tj� 41 1ftAJWsD KMW QANMY , IN - v REQUORM � 19PACERS 0 F*saiu OOCAIM ON SHEET t ?I I ��SC 'M , , `�"A"�,� . "t'SUE #7 ON I , ,� N , j , - ... I =" I I (SEE SCHEDULE ON , I PLATE REOUIRED ,�,', � I ' #OOD ANCHORS I I* sme'llowtimposo To ww I 21 4" WOOD ,. ___-.FE._- _-, 11 I A@ "; r/i. '0C ('s. ,�� L ��, �4�, _ , ,, I H m SHUTS 9 THROUGH 0) ' L � ' - !�� STAGOEM W1 S1`UD Go, IINZ,s Ka, Ajgsj� LM4 NM � (1) ANCHORS DOM im loss = ID OR SHUT I 1) 7" 4* SNErrs 9 Is 10,) - � L j � , " � (�&TTKiLE ON I Lapa� offoosooposs,, AS ' I f J MATE RE.WIRED 0 SHA= WAR REMAJE I __ , " I , PANEL *AVE PIA /4* 01C. I : I I I I � - .j I � I'M ARE I - � �, "I At * I � I I �1� 1, � � � i fl I I I I -1 � OOMPLIM test 14 A RESTRICTION ROM 12 1/2* ", .Aassa ALLow ON I L 2' MIA, � - ,_L� I 0 a) 11 , � � I I Ptw II)o L AND 91 III D-It MINTING L" E � ,� � �A (1) foloommu Mo orsm sovasom i I CEILING R IdQUIATING WALL MOUNTINQ ISPAQERS (I OR - I , , RATING is -40, ,st "J, � (�U MAX 24 SIGE PANEL LOOM 45 UWM TO N' AT AIR WDM 0 " I I I U) 2: SECTION 5 ... 1 , __ LA1.4-1 I Dole 0 A RWRICKON FROM LARGER PAM 1.111071,011 AUDOW ON St I 3/4-1* L . ____ I w owismim wow pasia, LENGTH, 6 I soow-r oiw,l). WALE 3/8-1- W%g � I 1 WALL MQU IN I 11ICT MO I EJUNG AND FLOOR MOUnNG I ,,� 1 (4) 1 l X 1jGsK SPACER TF�r BE AS INIMCM ON LM 84�MIG L. m 1 43) STOW FAIRE, MMU.�aM is ONLY SCALE, V, Ir %S= 04 WALL MOUNTING LOU I ALTERNATIVE 3W _'. I - - - 1, 2 most 3 a wz"m Bylosv SCALE 3/8-1* SCALE 3/8-1- ALIMTIVE I i INTO AN Ompol *= nvim WALL 1 Vow FOR --in zmm m t-)"& I'M THE 2010 (?* ED-00 OF - - t "ko'-sullitoo, " CAONTG , "' (A) INSIALWOFIZAAA) L�, , ,Sr�l F0AEWfV, I MAU)IND'amr- SCALE 3/8-l' I 2DIMIS 4 2 ., � 101"pol, I . I pl� 4 '1 .. '. - nt� N - Tki S, i F 1, ,%,%,0$0loop$ ... f i 1111111-ft � we.00j I .,,� �/_�:.�144*\ 1 . , , , I I / __ ___ , ..,.* \,%CEtQ , " "O��A-.Kk "' 4� e -:,� S , " -44,4, Uj - , ... /,'� "", .. " ..., , ...... - - . ,.1. .. 7� %. NOTES, f 7. ." 1' L�, !, � . = Ag .--*�am� -.!r?,% _f : NO. 44167 . - gr - .* .. .. _. - FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) . . v\r-vVSi,..:!�,, % FLORIDA BUILDING CODE (Non High Vidocity Hur carts, zons)l N= FOR COMBINOON OF-StalON5: I: *: I S FLORIDA BUILDING CODE Lion nh Velocity Hur cone Zone)l :E __ * - / - 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S,D z . - . a.44167 - z "m tiLTEM INC. 2A OW GALVANIZED STEEL STORM PANEL ". "E.-BECAM: I . INSTALLATION ARE ONLY VAUD FOR MM. ALS-0. = - NO� 44167 '.. 1 mw,.=, INC. 11�- TOP & BQTTOM MOUNTINGS CAN BE :*i .IGoo 1&=. 1W, I.A. < g , -, S DRAWN sy, 24 GAGE GALVANIZED STEEL STORM PANEL I DESIGN PRESSURE RATING (p.s,f) AND PANEL LENGTHS ' * 24 GAGE GALVANIZED STEEL STORM PANEL .* I I= DIWmN ft COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � I'".. STATE OF .' - - . . . � W. - Is,.- * DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS F*: * . * -Z ,-��! ,-._ NOTE FOR QM91NADQN_qf_JEQJjMz I ., s iz�:_ 0/1713an, TOP & BOTTOM MOU"NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = ,I I i 0/21/"w INSTALLATION- 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD S, Q�- � 11 0 w/n/am m ED. - - GLOBAL PROTECT" PRODUCTS, Lm C�ft COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') , STATE 0 _" -k --i L IIE C 0 1 06_�\ . Dar. _� ____rE_C__0_.._-\ GLOBAL PROTECTION PRODUCTS, LLC. AVI I EDGE DISTANCE 11LIEC01111C 11% =4m�l GLOBAL PROTECTION PRODUCTS, LLC ..,.� t._��-__ 46M Slf� Is 57RM --- iNSTALLAITION, L- � - .- - ... ::_� j I I I vl�o. . � N 4w S.W. 5' smism MEMBERS TO BE SOUTHERN PINE NO 2, W/ SPECIFIC , � 'fr7l IN ,SEE SCHEDUIJE ON TOP & BOTTOM MOUNTING$ CAN BE z sl�� .. DENSITY OF 0,55 OR EOUAL. I I ... AL"E,� �� "LOT "=$* A ot !H $Tom COME, R"1334 ,'ORIO I -2W A ,� RIM FL 3WI* z Hiss 4 . -- SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY = Is _r eo A�E�� It's It" _6M �, r'Ill oiNL TA�, (95 Wes -ow 20-175 2, FOR NEW WOOD MME CONSTRUOON; WOOD .. . ... P""! CAH U.S. FL. 3331 20-175 � PHOW, ON)M-?"& VAX 20-175 ZA-OMI ft� MEMBERS TO M SOUTHERN PINE No 2, W/ SPECIFIC �;, --- Dom IN, -.i < INSTALLATION. -N - I - I- KRW,w, - W.I.-Yo, ,., ... � (.).. MONO N� � . ___, �1107 I Px. SIAL/siffivusioLmm III---- 19421=t: wAsol v :: to _j I DENSITY OF 0_16 -- ---- CA-MMIO !m, ......"Wo 1 ;W-. -.m -I L �_ Rr, I am 11 2 M so � 5.."i I - "AlLn", A. ", �, Fv OR EQUAL, X KAATE - I 1: I 4&� _ =-- � � I ** i �_ p. - � � I I 2;= I ,-- - I I I . I I CL SHEET NO. SH 1.3 a 10 Q - END COSURES DETAILS- FOR INSTALLATION IN POURED CONCRETE. F I ,- !�QNCREJE BLOCK OR.WOQD STRUCTURES; YALI FOR REGULAR, LIFE SAEM. & E-Z � 111 11 I , " -3 �' I ` VARIES1- i V, 3".023,310 M-14 ON 1 414 0 10 OR . -1! r.41 wout Puler _ _7fi ., , am AM cw� MOIL (�) & 0 I ,.-i RECUM , .MLE WIN 1/4*0 . 1 310 '-, _-F " 2 I/2' IAPCON 0 12' XC, I _11 mft r " �1- il\ I& � ()D1, =:I,, ROOM CONORM ZON gu� OR 71-e WOOD -11 _', I i Ile*. I 3/4� - I " - , RWJ.= I =1M."Mu%. �,� ' AN04M 0 Ir C (11 � � - '. L ----ig, OR j rA* wow �, ,z M I " I . 1� t - RENAMED ! , : - N�� ~a - W 1 NT/4 - " �� >/ - __/ C (f)_ " � , __ I I v.,* . Z,g 4a ... - Mn I . * 12* OXm 4 1 2 sAtEANAle u3; ux,v*. � 2;, 1,15: k 7 I L . � VARIES 2: . ,!r &t. Su� L <is; -` I AIUM ANGLE OR _,_ : - " "i I ,Ddo, 1105 , FOURJED CONORM cow -RE" , " &I, �T_____ P�� I_ TRACII, MET, .w)l1ft�1T1w4 , , bLo" OR 2*.41 WOOD FRAME 2, X 4, X ,125* I , i I J-1 � 105 - 2 112 rf� ,� (j) - R,Q"wo 2* \�__ / $=.11,01 I W- - __ - � CONT. AUAA, ANGLE I , , I 1w �i/ .., 1 1/4, 0 9011- ;-;* . 4*,. 0 Ir oc. ,D5_H . OR 0053--M AUDY w/4q.CXNur Cl. X- 44= CAU C (f CASE ECELW SCALE 1/4*-I' SCRLF -,/4--l- SCALE 1/4'.1- SCALE t/4--1- :__ - - ;, -, !` I , I SOUO-SET OR CAUC-414 , an CLOO TE � ... I =C014LCRIETE, W TOMM At JEWME 0 AND _\ I 11- - - I— __f� 1 (3) a (9 OR , BOOT FA PA*ELMATE(r . �,\i �3� OR q SM X - a Do( _ _W ' 1�5x ; I I I fwewdoo � SCMOFOPOANO - SOTOUM __ (MIN. PANEL .1 , ww=%r ARIES Rimm � f As vftow i 10 4, ") I!lr MM-4 T & (9 I 11 � � r.e *OcO I I OVERLAP BEYOND - x i OPENING WIOTH) " I MM41wo .� I - I ,1,11,�t � OR 2'.* WOOD nMME 1 ) 1'14�'1�4=u - I I ��,_ �' 444 t Ricum "I'll - - - " , 1 . � . ".. I . . , I __\ 14" , , � I � I a I i I -, (t OR(o - I)am mow * / , , I v # cu groldew _Y/ - WAR FIANCES PARMILL ill Me, 4 \T/ ; I I %XL (NVARmt END PANEL) f X - 0-0 DISTANCE 77 - 77-__ 11--m, ! , , i .1 ,-\ ,-/- / I - - ___ -1 _4 :. _ "1F..HMq,v, 1�. , , '� I 1 � /A,1p . - A. Ti6l . L e�j ,,,,, tq + _.., , SCkE: 1/4'.11 � \_/ \_/ VAIJO FOR DIRECT MOUNI INSTALLATION ONLY & .M:- . \CEAf$,`�;;N1 414,4",�" v '.... lr� ,�� CIE"FTO PANEL INSTALLAFIGN AT WALS, W1 I 4� �-- S SURFACE LM VARIATIONS WITHIN 3/4- z = I I *: A FLORIDA WILDING CODE LHon HI h Voloolty Ku can* Zone) � T * : z - EPLAN CASE F (ELAIJ) �. �. STATE OF 'w , Omit %nvo, 1w- 24 GAGE GALVANIZED STEEL STORM PANEL f.p � , ,tier OXwk W. 11S,,r:1&14ORI0v1 * 1, SCALE 1/4'-I" SCALE 1/01" . .. -1 - . \� 4 __ . - . - ,N __ f v---r \ I, 117/17/2020 - 1t1� 111141,r"4 Iftc, \ GLOBAL PROTECTION PRODUCTS, LLC. Dix. M , ii" ;� �_n / n"a 1, 00=1NO gor - . - �� W% 20-175 PHONE .23� )RIW-41,17 - _` 'g-OMI - Pee D%el"NIG.. PE WAeaW0AW_1tKn C.-00051 -.1 - 1-1 vWC1" A '!( ,It Iztizn!�n� �_ - I I (VAUD ONLY FOR PANEL(DINSTAJI-LATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. A.S.O. DESIGN PRESSURE RATING (P-0 MFU(tMUM ANCHORS SPACING FOR E,D. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE To ALMO.,,v I= OF THETA ,IUCm,W R- LENGTH v OF,) - TAPOON LAG SCREW PANELMATt FEMALE 0 ______ FANEUMAlt PLUS - WOOD 0 USIONG 13` 13" ly 13, ". - Ili (TOP) - is- ir ir is- is- �,w (wrom) 6 1/2- --� -'12- -6 Tlh; -T-1-IT- 1/2 . 0 1 2 !(`Op) I - I—- - _ 6 1/4- .L 12 I/2, !11A 1:_1 1 L L91EIL W-VI 11 - Ir ___._ a- ___ _ 6. -1 . - vp WT) .- q____ LESS - a__ . _1 I __ __ aF __ __ _B!___ ___J�__ 13* _. _ - - _,�FF__ sw (wiloRij It IT ' 1 +45, -*5 OR LESS __ I— - 1.3* - - 13, ___ 13, __T3�7-- -13�;- ( 1 iL_ Is" 13' I 1. 8 '12. !!_!Tt)_ 1.3* - 13" - Ir ;y v ,w (sanow) 671-)'r O 1/2' Ir7 ___ :7_ --,----I-- 1/4- 12 1/2' - 6 i /0 - 2w (vosar..) �.V-v TO 4 l/2- - 4' _± 1 6 1/2' 5 1/2- - ��j .__ 1 4 '-e 4 lir t_,�:� 7 : ::== ___ N (tarrilke 10 1/2* 9 1/2- ___ 12' 12, L. -,�;i._Jv Iw (w) (BOTTOM)l ISEE TABLE #1 FOR MAX. A.S,D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER 0 IS * USED CORRMPMEMNS ONLY To ALTERNATE ZA( ON SHEET 6 1 - MO. A.S.D. DESIGN PRESSURE RATING (".0 - MMMUM ANCHORS SPACING FOR E.O.- AS SHOWN ON SHEETS a & 7 , APPLICABLE 10PANEL ALIEF"MaIVES vt=rCN OF THEM MMWUM LIDIM v (C) TAPICON LAG SCREW PANIELMSTE FEWALE 10 RANEELMATE PLUS WOOD m4sw - - 13' Ir Is- Is- - Ir IW (w) 13' is' Ir - '. - AR' (Burrov) ---Is- 6 ,IV 0 1/2, 5 om w._ - - 6 1/4' 12 1/2- v4 _O :_ -L 2w (BuTI- 5--a- OR T- I— __ 7 -,Ti•- _'-iF_V_- =1 - S-W (TOP) LESSLESS 5+4- TO 3 .75, -7 7_!_/r_ 13'7 !�_ ±i._!'_ --__<--�;ig 3 - aw sw i-) 13' is" 1. is" IV IW (TOP) . j3:_ 13r, IT b Ile lw (Garrom) ---IS' a 1/2' 6 112, - a $A- 6 I/2' , 6 Ill- !t -Rop) - - - - --i -- 1/4' __ 12 1T_/_2 1 1/4' 7w 00TY-1) >5*_O� in 4 112* . 1 51 I 7 i/2- 7 t/2' - N (TOP) 5- - . . I14 � fr- 1. __ - � tw ,..-� o* 12* ___ 13, - _ Ir 13`I _il/2F__ 4W I I S;,-- -�� I ". , 13" 1 w 14W OICITOM) I I - - -_ SEE TABLE #1 FOR MAX, &S.O. DESIGN LOADS & MAX. PANEL LENGTHS WIEN SPACER R Is I I * USED, CORRESPONDING ONLY TO ALTERNATE 2W ON - SHEET 6 1 ME I IAA A.S.O. OEM LOAD MAAMUM P*410. LENGTH 40 PSF OR LESS S.-O. - > 40 PSF TO 50 PSF 6'-2- 1 > 50 PSF TO 60 PSF W-1 L-i 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE FVAALE ID OR PANEL MATE PLUS ANCHORS Ji W/ (b) SW'.01,Aiz 1/2' O.C. (VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I 7HRU % ON SHEETS 4 & ,5) W, AS,01 CESM PRESSURE RATING (P...0 MUMIJIM ANCHORS SPACING FOR MIN CO. PKCRS�MPMUC BELOW = a !Ly MAXIMUM PANEL LEND"Of 'L! (4L) MAX ASO� DESIGN PRIESSAIRE RATING (F�f,(,) MAX%" ANCHORS SPACING FOR WIN iE,Ia PER SCREEKILE BELOW * 011104" To SECIDON$ . INI OF rtu Qmum UENOTH Ic fit) ; TAPODN STAID-SEF PANELAO-E FEMALE ID - PUJS zAMAC-AAAtwqt I I -IN TAPOON SOLID -SET .. I 'R. Z1MXwWAC-NwAtUN -IN ii"i* to Ows ..r 70 . to coo," 10 - - = to " . come"'I'm � or .HEM To .M. to = - to to DOACREW I&M-:6 Ir 10--at 11 CONORER O�MNCWE 1 I +456W-45 LESS � " 13 13 Ir - -1 si,� Irl is- 13- 1, -, ��. 61-41 OR LESS - +45, �Ftt To .w -55 2�_ -71 71. ir Tr is, 1jr ir Ir It 1/2' I (TOP) I v-r I& . ::,:-" :: 1 �_ _2�_ 73 _i��_ , is ly 7-",,- 73- -13- T rao-TTOM) ir _2sL_ is' _91,_ ,,2F- -T37:- 737- Ir ur Is- 3L L -Is-- T. --!.I - 15' Is- _11 Is' ly ly 13' i i�� ly ir Is- ly Ir Is. Is- Is- Is- ly 1 I I va 14 V-) 1� ,-T-, Ir 13P ir _LS: ir ir -.2:_ I r _ -i3:._ Is- _ I I-i ly Isr ly Is. Ir - Is. Ir -_ Ir is* _ is' Ir - is' 2 - .3 (FOR) __L3 .�_ is- _ I r -_ I 13, r Ir 11' 13* Y. ir Ir ir is' 13* ir Ir Ir 14, 12r 13, 11 1/2'2. It Ax BOYT 3 (lop) - . ._� I - a" 12 11r a, 3 12 _i)P Ir 1 __ 6 1/4' 5. 6 - " ,�_ 3 Ir - w -I-- _;--1--,7-,_, , - "' - --w __ '--!E- a- -,--. _V 'i�. : _��-: Is. _7_1_/r_F4 -- (TOP) . _ �-M)-3 - - 12 i/2-i2 llr 6 1/4- - - i 1/4. Ile 3 3 (BoTrowi . e7- - Ir 5 1/2' " _iY_,_,_,T37__f_3,'__ - a' -1 i : r is, _� -IF--- IS - fl:T_,1 - r ,_� - O' -_ .--!A:-. 11. . - -:- -!a Ir - 8. --!-, - 3:__ I r _!_ v it iji� 11 1/2' " . (TOP) - Crop)— - 5 (BOTTOM) L'S 13, - li�_ . , ..... : 3L --L __!Ai_ - _iKi_i_ Is- ave r 3 1 ly I i 7i/# �R_,/4; -- ly -i-3;- :L ly _13- - -i ,/-IV - 'r t Ir - 13:_ 13' _ F - - 13, _,I�L_ - -`-'r il� Ll� - _ , , Ir _3' ._ s" 6 - Ir 13-, 5 twTPOM) - ow) i__ 11 011aq, .) _Lr - is, - _1s:__ 13' - - 13 6 1/4- Ir Fdl� 6 1/4- 'y 6 1/4-. F;r I r_ & w _2�_. - - _!4L_ ___ I�� - - ____ 'r :N-W'i_�74�' Is- 11 1/2' __ t, RCP) 6 ism,-) - - - lk - - v ly to l/21 Ir 7* ur 7. 7 ,/2 5 1/2, T-?i �) _r W TO "�- " , ir B!_ - le - is- _ a 11F 13, _.z_ a I/2' 9 1/2, 5 lIr is. - 5 1/2.* I (MOP) >51-e TO 9* -15, I I - lr ,. l.r - ". - is, 1/2 - 131_ 9 i/2 TO 1/2 1 �_/2 __qi_L4 is- _T/v 1 6' I (BOTTOM) , Ir 7 1/2`..it lir 73� Ir i tir - is' I to' I it" s Ir I 6 1/2' 1 (BOTTOM) __ w - S* _T 37- TO -1,fr _i]3� _! 7- 12r 7- 7 III 6 Ir. is' 4 1/2* 2 (TOP) 13- 0- I r -1 Is- Ir * 8 1/2' ,/2 lr 13 1/2- 9 1/2- 6 1/2' 13' 5 llr 2(TOP) 1 - I;r ,. 7_ Ir --j-_V_ _j_3' -I jy� -IZr ' _i_1_/2 _9_1jT _1X9 IJ2 7- _T3 - -i' �/2 10 1/2 10-1/2 7 1/2 '3_�_/_2 l3- -13- - 6 i/2' 1 -1/2* 2 (Boatau) 'iW) -1 F_ --�:�y -7 Vr- 'i-1 /-rr F_ -13- Yr - is, ltr_,/�t ir :Elf li� io- ( � in- - _1jF_j -iy-7-16- AF _ it- 7Fi�---�-37_L a- IT' F:1:/jf 66 12�2: :2:LiFTE�) -_ : s (tw) - - - - -FT2 -1/2- T2 Fil:r W-1 _/'�; 41 1/4' 12 lJr 6 1/4' - - 5 1/4- 6 1/4- 3 (901T.014) - - - 12 1/2-12 1p, 6 1/4' a 1/4'.12 1/21 - 12 1/2" - - 6 qi;, 1/4- 3 (BOTTOW) - 7- � I jlfr j'Ir 1/2- __3�_'�_ (TOP) - 1/2 - --- 3- r _!�_ . I . r . 4* . 1. _1�_i 4- 4 1/2- _11i;_ 3 IIV -, 6 1/2' _ ;3- _ �� ) .-- 9' _ _±L_ _jL_ '. - _�:_ _L_ 1. - 5 lyr - I lIr _- _ tLIM-OTIOM) , ��` W __ 13, __ - ____ a 1/2� -, _.f__ lj* - � ly 1_�_ I is, - - __ ,.-. w -, Ir __ - ItT ,I- 11 - 1, - - I 7 11/91 Is- � - 8 172F 4 (60TIUM) 5 (I E� MOW) Is. ___.: _ - 7 I w __ I 13, __ 13�_ ' A 1-t - 2 ._ =11r - 1=2 - - _W lal`_ 5 - 1Y =_ !i- i.',1�- `7,i-_ _T3F_ T 15/22- j-1- 11/2' 3_ _ 'S /2 ! 0 V2 -1112 13 - 6 112' 5 MTTOM) a I/r - I.r Ir I - I - I 13 , - 10, ;� ;_1, ar is- - is '/2 I Is* - - , " i6 11 13, 7' 7 Ili, _ _:� 5 ;lr 13' A 1/2"16 � (TOP) w ___ l_3;_, i i/,�� Ir 1 13" �114*�j 18, 1/2'1 114VI Ir - i a lIr - 9 i/216 - V?' I - _+ _ _L11 O 1, 'ei, IS I:Y2* .L :: ,/. : I (MM _ : 0�tL )] A�_ _1 _]u.1 F 4� - i7 -i 544 - Lr =17-" - - � O 1/4' _ :.:, .. �/,(-- �-�) SIDE SHICs 11 FOR ANCHORS TIRE & SPA004 FOR 1154L�ATIONS ANTO WOOD FRAME SUILDOM $ "WJM ANCHOR SPADOM AM) V~A ECrE OSTANCE ARE MMIXED M INS SCHEDULE. FOR E.D. I= iNAN 40CATO w SCKDAE REDUCE: ANCHOR SAACW Vy 40ATIPLYOO SPACING IR400 ON SCHEME 91 t4 IQUONxi FACTORS, FOR Te4 OPERATION TO BE POSSIBLE, WEDUCED SPACTIO WAWD VWC FAC" %NIU Hot OF LESS THAN WNWOV SPACM ROWED MR PION ANCHOR TYPE 00 INS SONMIJUL D-le. I vi - __ vive -,ww. , AHCHOR r1K . vroom ___!tn!� =-I _!_/we_ volul '.-'T — __Y,�,, - , — - wmmum ANCHOR SPA004 tIF') 3 a i I 1 1/2* IT/? , wu =#-j ---,I- _ _+_ 2 I lir 3 DWANIatilLft) 'M " I , T,F i"r - 4 AMILIAL MW BOOM (LD) FACTOR _!a - --- - a � AD - F D,� 1 .P� ?: ____ - --- - - ----- -- . 3 w, t - - - 1LiT_11 ._- ONLY VAUD is USED. SEE #1 MR MAX, X&D. I rSPACINGS #UE %%E;Lp=j@) .... LO" Ai MAX WHEN SPACER IS USED. I I IS 1= a , I XS.D. DESIGN LOAD AIMIRUM Podia L04M 40 PSF OR LESS W-8- > 40 P51' TO 50 PSF 8"-2' > 50 PSF TO 60 PSF 5'-i0^ 1 A MAX. PANEL LENGTHS ARE ON § VAUD FOR INSTALLATIONS & W/ SOUD SET ANCHORS W/ � SPACER AT 12 1/2* O,C, ---.-- ---___1__ ----�---_..,--�----.----,ANCHMCSCtStCMWS,kkTUMTMOMS14EETS 13, 14. I5&I6)------- --- � � , i 11, - R-IA/`13, R2A/13, R-3A/14, R-103, R-2121/M K D.M.-I(j), R-30/ I - +R-IAW/1S. R-2AW/15, R-3AW/19� +R-181R/15. R-28W/15, R-381111/16. . -�01' I I 4)04) , � �, F � 1 � 0 - 0 1, � I ,I 0 0 I � 0 0 6 i I I — �,- _J , - i � � I �� ', I I � I 1 , I 1 ; I C� ---- I ------ I- . I I I ! I I I I I 1 I I I I I 11 I i i I I I I . — _T --- T------ I I � . I i I I I I —� -,.--- 1i � , i : � I , � , . i i , " I -_ I i I i i i ! i L I � L - I I I � I � ! I ; I ; LA . : I i I _Y T - . . (USE FOR PANEL LENGTH - , : . I I I I I MAX_ I � � r• I i 1 PAtfEL LENGTH . _0 , . I i � � , I . . � I , , . - (D 1 I . ; I -1 , ; I f . � � � 'k -REGULAR STORM PAM j I � I I � � I REGULAR STORM PANEL ,� 1 � ) � I iV-r 0 +40.0, -40A p,w,f. ; I 7 I � , , , I � (WI OVERLAP MID PANEL LENGTH a" f � z I ---------------- . � LIFE SAF11Y 'STORM PANEL ' , � . I I 1 7'-6' 0 +50,0� -34.0 p.1 I ; I . ; � � I I I I I � I I 7 � - : Xw/O OVERLAP mia PANEL ELL BOLY) � . ; I _ I , , __ :.-;.-.,- - . -1 ___1 I I I . �, - � - - , , A � I - : U$r r-al MIN. PANEL UENICDH ; i I � 1, m - 1/4-0-20.1- � I � --i.i�]_; � - 1, - - - - , . I I I ; � � I - - L ------ � � - - � - - - I- AT A" 1110UNTIFIGS, . � L , � ; % I I I S'S. ECIL , � i I ' L . - . .4 I . � � 2 1 - � I � I i : � L j EA! G� , i , I � , � AI I , ,._.__1.____ ,_e� ;_ 1_1'1 ..,."��--__ - _ , t,-_:�,_:--__�"'_'1 �__ - 1 7----,,- , - ::: - L ' . . I -_ � , �,,-- �----r r--!----- i C I - I � , . , � j I L/2 i � ,� i I I I I i # p I __ _,.___,;--�_- � L.- � - I . I I I � ___ __1 " ____.,�, r� � ,� -_ a- : . _� ------- --- - - � L (2 NOTCHES AT STUD � . T-- 7 - 7 ------ � �j , , � I - 11.660MON 0 LIFE SAFM_ I I � I i � , � � 0 I � � � T lt� � � ! Ai � I WR __ PAN�L BOTTOM omms 1 � i , - � of (& I WING NUT AT EXURIOR L - -_ ___#1MG NUT AT I F_ LEFT PANEL RIGHT PANEL 3- �" ONLY VAUD FOR WIND "13v WAWK I . MIN, RIA/13, W-2A/i3, R-301I/14, R-111/13 R-28/t3T R-38/K I, MW 70 MF.4t. , I � . 1*01R-IAW/15, R-2AW/0. R-.UW/Ifw. 10. R-: I illf/iS, R-28W/1511-33I84!/I6. I ,I I __ _.___._____ __ ------ --.----- __ -ANCHORS (SEE SEC71ONS & ALIIERNITIVIES ON SHEETS Is, 14, IS &it) - ---- ------- - -1 I/*- kw, w 11 EL I ELEV-AT-108 W 7' I 1) SDALE 1/4'-I' �! ' _(-:p ;V:�;-0REGULAR 267" -, 1,! REGULAR STORM PAWL (MIN `Myi_,_�TuVALM STORM PANEL LL !I,4wi t -I, \ �ic5Nk k� _I� LIFE �PANEL %-O , * : *= :: % lo-. ATA� FLORIDA BUILDING CODE (Ron High Velocifty Hur cone Zone) . ., A " .M TILTM, M. STEEL STORM PANEL 24 GAGE MIYANIZED rp. EXT2w ,tonN ...* ... . ... * I 00101 ft . ., IL ECOovc� GLOBAL PROTECTION PRODUCTS. I.L.C. """'"" ONTE SEC A -A - ITAIT fopm 4, Emagamem C*mPANY 4W0 S.w. 31 STREET SO" 1/4--l- %-e..-> "_- Mk.tjE==mv.!f1.2r" , pHow- fs5,q$mw'_w751% =Tivmm,e_m� aee,wxnI 11 - _. 20-175 Damon ,w IM &S.D. PU H PRQSMU�W . CORRESEQN01M MUNUM ANCHN-1EAM —I QJEDULE FOR. REQULAR UM PANEL P1. INSIALLATIONS I= CONCRETE A CONCRETE BLOCK STRUCTURE (VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) -_ - MAX. A'SA MAXIMUM AK*6" SPACING FOIT MIN E.D. PER iC�iil�OW _ emu MAXIMIN MAX. AIS�O. MAXIMUM ANCHORS SPACING FOR ON E,D� PER S=CHCDIAE BELOW * MAXIMUM DESIGN - PANEL DES" FANEUJAFIE I P PLUS _ g= PANEL PRESSURE TAPCON SOUD-SET PANELM'GE I PANELRAFE ZwWA4,---fkwQUN I --w f LENGTH PRESSURE TAPOGN SCUID-SIET ZAW-NAIUN CALK-W RAr`4 %* PATING .: t" - " IV , - :,, . To TO TO Comex -am to _3 10 (it) .) 10 -_ POMM DMIC OXX�RM OF IMN . oxiw= =am mmmm OF THEM-Z6 jjza-;L * DIM,— . — T, * To M - I =3k = 3k 13, Ir 13 13 12r is* Is. 13, Ir - .. I (lop) ". '. Ir 10 1/2! 13' 5 !tl,. - 6 112" 7 I/r 5 I1r jr t4 1/2' I (10P) �1 -- L - -I!:- iF- - - , _i' _LK- _i_,�_ _iE_ 13 _i_l�_ -2r- Ir --i-r- -L3:-. 12" ,3. lo, I wartaim) 13' 6 1/2- 17' Ir Is- r Is- V TO- 7 1/2' 15" r I (WIFT000 I - I - _13�_ X_,:�_ I , _J��_ !_I:_ Ir Ir ir Tr Ir ir 10" 2 (TOP) �F_ ail /' ,T-1/2- T 1/2- III) , - i __ ,- - - r _!�L_ La -,/-2' _J�:__ �L I _11r I r - -, --IF- --w- 13, 7. - _111 is- Is- Is- :: Ir ir 13- 13" - is, Ir $r 'It 7 112" I- IS 'J. I. (BOTTOM) 2 Si- _211:_ - - - - I I I - ,�- .7 - I Is- t37- ir 7-3- -Ty- -Ir -Ir 1�1. � - . /2,10 7 1/2* ly fil 3 (TOP) s , �- ,-, - _iE_ _11:__ - - - - r-61 b*-S, !�_ 1/4' 6 * 12 112"12 va - - - ,4- - - 'i , - I -*fl . � ". . -,� I. ". . " - a -L!LC 3 (wimm) OR lt� ! 1/4 a _ L2 1/2 !2 1/2 ! 1/1 I , I-. ,,f� (:: ! 1/4* -.- r L--, L,--!!: a - L& 4 A 7 11� B. .�_ Is- & r 5 1/2' I' 3 1/2' 5' . LESS X1_! - &r1____-._1 ,-2, - 1*-",�,--,---,---.,-''.-.-,-�,-,---- . "I _� _.Y�_ 6_- Yz:-LY2: !Tt�n_ I 1. - 4-f r - a. e Ir - f, ----- i - - BIlr r - 5 1 Ir 4 Batt` - _______ - ". -I-,-;-- -,-t- ;-i� to- 5 rrop) I 11* 4. 1/2' 13' Ir ly v is, '. to, 7 -Fj:-, --S;--, i_?i �)' �,li - _21L_ -L3-* _i3� 2!E_ --A 3* _L2�_ __ 7 I'/K - , -13' 11" !A, I is" Is- Ir r 11 . I la . 13. - -iF- --�F- -Tr - K,:Ir� - 1/2' 7 1/2' Ir 13* --- il_ _ _L -, .: _(-biIiil 13' 1 -1 K'Z'- ii, s (Borrow) L _! - -_-, - - 17i�'-iF 7 i�F i'FWi __; 1-3-* IF ii IP2 li� It ;n' Ir 61/2' 7 ilr 'i 13 w 3� 'j; to- 6 (top) _HH 11 =Ir /' -+"*-A . '-�"_ I - / - �= K� 37i ICI /J_�2 �/r _I , - ? ... f__1�' _T_ _!, il �� ------ - , -, - - -L -,- --.-- _ � ! - 6 ,/*- a 114- a 0 'i-7 a (WIT.-) I I - T-r-E �w t - � , Ile 6 I)v 6 Ile 6 174`� - - --�---- 0,�, .75. f_1_`__f/0 i 17�F 4 6 1/4-.6 1/4' TO a. To I '. _I L4- = ) .75. -7a Is" To' it' 13' I. ". I 00, .119,111ke 13" Is' 10 11;V is' 6 f/Z* ir 6 I/;rj7 11r 5 1/�* 13' 4 112' I UOP) I , _13� 171 " Is, � la, is, to 1/2" 13" 10 1/2' 111 1 2 9' Ir 1 7- ,I (BOTTOM) IS" 61/2' Is, 13. Is. 1 9. . 0: /2' _T1. . 61 I (BOTTOM) - - i2m _� - --- , - _-9:_ - ems'` _L I_L_ __ iV" -Ir - 10- it- r 13; . ' 73, 7 Ir - I 0, T06 I 624/2 13" 6 1/2* 7 k/2' 4 t/2' Ir 4 1/r 2 (TOPI - - 3 - --- !�_ !L_ -,--- __.�:_ _i��,�1 i. L ls�� 'a 'Ir tfO 1/2 Ll 1/�' W r 2 (BOTTOM) Is" r la, � � - V'i7i� r-IP2 ,7 1/2' 13' - - Is. 13* 13' #umj S' I 9 IIW- T3;' 0 _ TF1;r T(SO110m) _�13_*- 7' 11/1�1 _ 13* - =/ _� _!_�_ 13, 1 1/2" 13" 13, Is- 10 Ilr t3' 10 1/2'11 1/2' 8- 13, r 3 (FOR) 6,-r ly 71 - ir Is' IE_ 9 1/2' 13' 9 1/2*10 1??:ij 1/2" 3: ) - - - L _ E_ ITt_ _r - - ll� lt� L, ,/, ! 1/4' 6 1/4' 6 114. - - 4 114, 6 1/4- K(=8OTw) , TO - 12 1/2'12 2: 6 1/4- 6 1/4-12 1/2' I/ - 6 ,,/4* 5 I/#' I (BOTTOM) W , TO - L_-__!j_jL i-ni - - - - . '. 1. :LL/2' �j IZI 4---m'. 7 �Ilr 4 llzr- 1/2' � - 31.x... or ate r1ii �LX - ". 1. -=- =i_ Ile Ile !:__�!_ i- _!�_ _X__ I (FOR) ---I _= _--w- Ile - - 4 (BOTMM) 01 = r - Ar I - - 4 Morrow) , W 71 !�_ 11,�_ --__-�_ , -Ir - 10 1/2111 llr O' I is. ,liz.! - - -l]-_ is- r la- 7 I .' 'r 1112' ir - Is' - 13' 10 1/2' 13' - 13, 7' 6 (MR) la- li� r 1. � - _1�7A 'r 5 IT-) I LI-01 I . 7 112* 1 13' 1 1 10 1/2"p I 1/21 w 1 13, 3' 113, isr 9 t 1, 1, "r 'a I ..; , __ .ITF , "' B , � '. . . .; �,-,, i,-L'�`�) �.. - (=�-] I L 13" 13, , /,2 . ,- -,,. I - : a--- = ��,_r_ - w 1 is. , " ) - �_IL --- 13�_ L!_4 T-vr 1:1d ME in - - LY4 1`*_� — 1- —ilor'i—ve iE , - 6 ( LLLL I I Al. O,/ =r - I E . > �; pw jI A 3: 2! A.SX, OEM LOAD VAXIMUM PANEL Z.- = SHEET 11 FOR W_I rM & SPAOW MR OWNUAKINS AID WON FIRNME MADOM LENGTH (p * Mlel" ANGNOR SPAMIOS OND M"W EDGE DWANCE AM M"TED ON TNS SCHEDULE MR ED = U= THAN OWATIED ON SZHCD� REDUCE A1104011 SPACING In MULTIPLYWO SAACM SHOWN ON 40 PSF OR LESS ,.--a. Q SCHEDIAE In TNE FOUO~ FACTM, MR Ill" OPIEROFOR TO K POSSIBLE, RDXXFO SPAM % tBIANED 1.11114 0CM SNAL, NOT BE tM THOI 0@4410 SPA044 &OWED FOR LICH ANCHOR irt I ON THIS SCHRIVIX > 40 PSF TO 50 PSF 61-7" > a ,/47. 1/410 _y4:!_ 1 _1)�7._ _ /4*1� .- ANCHOR TYPE ,;IL!-I-_j_ _ I > 50 PSF TO 60 PSF 5'-10* FUME 0, ,,MIk Zk"OC .W_. - - - A MAX(� PANEL LENGTHS ARE ONgY VALID FOR INSTALLATIONS ; WWMIM ANCHOR VACING, (01) I 1 3 1 3 I 2 11r 2,/2 - WORROJM (�) - � A I I ", 3 owl"Iffou , %, W1 SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. a'" L�—I 0. IR A'. T, DWANCE MAI �S= 0,� 3 , ". , "'. Fl�- ++:� � ')�i� t ... IN, AgiK_ M PIM" (EM) FACTOR-__ " ........ ..... /*r�'. "pul'k -#%st FLORIDA BUILDING CODE (Non High Volocliv Hu cone Ziar(a), � - I - - I - I - - _ - , z VA" TIOM INC OnIaN By, O. 441:67 - a 24 GAGE GALVANIZED STEEL STORM PANEL F.P. " , - 3% _ , _ sits' -law _,_� = I STATE t:q . ,-C- I "M h.- - -� � 1100 - '" - � 0- �1 - L_ I I [ I E C 0 , — ' GLOW PROTECTION PRODUCTS, LI.C. ollv./10" i ` t . S � �t_> % v� TAIt � �__ - . r . 9 ..! . to RjOt'.A � I'll. , Mc. JSPACINO§�dNfIi` VAUD WHEN SPACER IS USM, SEE MAX. ;7--m .� . .1 Ail� .600 51w. v IDAM � " , , -, . 20- i 75 � A t #� DESIGN LOADS & MAX. PANE LENGTHS WHET) SPACER WIS U.5i I �; ` wi�h,o,z, "s rr; Ow. rL Kul - , ri i , _ ,== PHIM mqw-704% I" 1000114-sm _. _ -*..O- OFAIINQ - , n", a-0=710 _1 - - 1 tItimom0K/�wA-n 11.0024 1-9 la"' s I i! - MARC 10 Of I* I 3` INST—ALLAIT19H QUAILS EOR LIFE SAFEa P&JELjLl) IbITO POLIBED CONCRETE 09 CONCRETE 809K STRUCTURES 1/00I TAtCt _ 1/4-0 TAPCOI � ... W _ I KEPOMIMM"'D ANCHOR 0 9 NC ANCHOR 0 0 D.C., i OR ANCHOR 0 9 O.0 I � , I CONCRETE BLOCK rll�A CONCRETE BLOCK , REOUIRED. � 11 , I , - , 4) f----" , 0. i .'' _._ . __ .. I . I i j I I I , , � POON EXISTING POURED 09 . b� C - _ towAm OR CONCRETE BLOCK r� REOUFRED. 3/e ANCHOR O.C. I - (D � I , [ I Jf_�r - '�� l 11 7 ! 11 �*. -P i . , MA:IL I - . - PANEL LENGTH � 6 (SEE ELLVATION 1 � ON SHEET. 12) I 1, i i I � I ; I 1 4 1 � t � ir i I ---(ot. � ; ;_ I -, i I I j,raa� 1 1 * ! I , , /4-0 TAK � ON (�) mCsOR A, 9, O-C. PING POURED CONCRETE 00 qCRETr OUD" RECKIRM, 1l4-0 TAPCO!____ , POURED fir, REOUiREO. ✓ ce - ! LAC'-`,_.._- A "WHI, 04AT-#'� � "a , � 0 I 'L- M- It - ' PANEL alk-114 '�__ I - (SEE ELEVATION h ON SHEET 12) 0 F, I 0 � N____ � I or I I i �,Imrm L/2 , "I '11�, ) � ED � , � I rK_� I I O C 1, 41 � 'i I I , ' , k-.- I I /4'11 WCO .. .. G� RPOURED CONCRETE OR = VE BLOCK RTOWRED. ZECUQN R—_tA 0 BLQ" EMELS U10i"Aw GS r r,7 SO: Dws 15 a 14 FOR AMCNORS AMIDIR rFPA 1. _!_/!!�!_ A, SP14M FOR 041AUAIMNS Rim OpOw WOOD FRAME BUILD10M - MNVUM ANCHOR SP*VM AND VINSAMI umme" New Tinlowo 00 3 EOOE OWA*CE ARE ' C.-Al, 3 'a, * memeatumi - SCHREPULL FOR ==0FDQATCD -Neall.) Imlik 00 3 ON SCHEI REOVCF ANCHOR SPACNO Of "DIPLY011; SPACMG SHOWN ON AM^ 111K 00110103E OW py4m SCmMXE By THE FOLLOWIM: FACTORS FOR TM OPERAVOIN TO BE P095011. __ __ DIM REDUCED WWW OBTAINED USING___._ tAM HALL BE LESS TKW n,T_1__1 I'll oill - M.NWISPAC"a fWafrAnD FOR O" 1_1 ANCHOR ON THIS SCHOD11C I 1 I I T.,;� - - - - TYPE On) THIS TIT NOT EACH TYPE 1. � 11 iy 'L* MAY 6 Ill I I . PANEL LENGTH 'a - - � 1. '(SEE f��W , I]IT 11 _ ON SHEET 12, It i�4XI I- U16 1 1.1-11, � 9 IIW I I ! 11 10 CLAS& F : It I _ 4 REGUIRIED. --C 2) 10 i I I L "", r _ : I I 'L' MAX 6" PANEL LENGTH � I (SEE ELEVATION _1 OFF SHTT 12 I , I I ) -1 11 11 -,..Cl I � R - , — I __3 _cv , I .1 f L/2 , 0�'��"` ;I I � I - � I I I - ----- -- !� ) I 4 I _ .. I I- I v I J) I � I J -L-,-,- A j Do k-L t ED t, M --4111= - 11 � ... -11V - I 'CL X'� .. To I N, ! I "I I 11 __ IIVII TAPCON , __I/4'0 TAPCON ANCHOR 0 V . ... WING -t V , CONCRETE OR !� fXSrv4 POURED CO CRETE OR REQUIRED, -CONCRETE BLOCK RIECUIRED 2 05 M_LS 0 Lffi%BNEIL WAU MOUtIMMOS J O.C. ANCHOR 0 a, O.Cl is . POURED N IF ... 41 ...... SCALE 3/6-1- -fM-j a) a) = 0 i =3 2 _0 = 0 I— = '— a) C) = 0— .= a) 0 — En Lu 0 > a) 2 (n a) 4--a . Cn C_ M ZO CU 0- M Q O ,_ = .- ,ACS := w ,a :I. w C3 .= 0! `I- = = Fact C-11 clip " -= co :Ik = &L- o- f* = IN_ -= CM .= 29-S .2 Im , C== w r= - = C, = " C..) .- --i = M C ! 4 : - = z = -1 3: M 3: " I a, :w = w in = = A! zi w 'a- = E M 0 a: tj 6. .2 z w mi I I IMALLATION DETAILS FOR UFE SAFETY PANE I INSTALLATION DMILS FOR TE, QR GQN-CRUE EILQ INTO WOOD I INIQ POURED 99NOL yll ___ I----.-r i -- '. - U, , . I 111 !��. 1/04 TAKON i/4'. TAPC - �1, --- lij 1-1 � �!, In _ - ,. , - - L " - ,_� - , - ANCHOR a 9, b4 " ANCHOR 0 0 V,V. . sullwo _ �u v , v HEADER _?01-scl�. -91.1 ro I ;I , ;GDO HEAD" � - �� WOOD HEADER - On HEADER I . -4 " CONCRIETI: BLOCK . . 1�' 0 01 -REQUIRED ,5< __ - - � - XX � � Qvwo I �, � #FQ - MAIM IPOD NEMER I I I I , �T "_X , � - " CUI I : REQUIRED FORED , . N I11' I I REQUIRED. 11.1_1 � T � 11 �, � I o - ; ,I I , 4 * TAPCON V 1 , . . O". , O.r . .- ,�,�, L ," I _ I f'.,T � a v . 1 -41;. , " 0 9 114*0 IAPCO� " (D __02 I f Ill _�, I -C2) 5 � IL 'i 4, I ANCHOR 0 9 O.0 , -,-- j � !�! , I I 1 N ), q, I ,I,- I- - - ' . '; I !�j � _ _! 11, I �, I,, � � ,, ;I N , 11 J, w CD 11 I 4) ", 1 11 � , " -11 - -1 , , , * � 121", ��l . " - I , . I., . /_ . . 1/2' 1 11/4* �1 1/4- 1. -1 9 . .1 =42- - /4' r J1-.1-- a) = r.O.* ��'� I." I _ � I . _1 . I - I '""_ _ � ,/z 11 1. , EGA - I '�, L i t/4 ',, i� , ____-,---------,, � 'i , 11 � ,_ ,,,* I , __ _r__ ... ... I � - I I'F " I I ; ! k, . , , 11 MI., j I I Ai '"' 7 �"I� I I 1� �� % / � ,M I "I 111,/M _4__j I . � 11 , I , ; r, I . . , I - : I I 11 01 I 101 I a .. ! I 1" L 1 1 � i , i M II 1�-SEPARkTWOWI--Lj,__11II'I)�.0 TO GLASS.11/.-.-2w- "m,;-: - I I 0 I 01 . > A " , � L Lq) � 0 I , �4-10 , 1. - , " __(D ; Qj L .� (1) GLASS -L-1 0 1 :"4 ��T Arm � a I j ,1 1. I A R L ul'Z, 11 I � - I - - - t/,., � - �_ lin . I J, - f a ,7 I- It #L-L -- L j. -, I - , I= . ._-�,_ -_ _�_.-,-__; AT tA / � 1 `�ftS � :,� __��L,IA` - I ,iB:.p I "t, L, ' �fj i I I , 7 % 4. I , i4 a � : L X, ap I 0 . wo I � I I i a � I om 0",t-c 11 I I , rN , I I I mai I � I Mr4 1-1 I .-----i " " DC - __ - i� z I F�l , - I I - I GLASS 11 L_' . � I �.p I I =.-.X-,�, � __ - - . ww� I ' ; I I, 9 I I .1.111, L 4- .; I L � ' � -, I . I 't _,_ , - v-, I 3 )L - ! t 0 t I 10 M". _ � - __ C-l"i 1 , �� G%S_ / , � 11 � - f v Kul It : 0 � I MO. ____� , "I , 'L' Mqx� I—-, V PAN" LEAGIFf I =4 1- A I -0 -, I MAX a- 0 - - - 1 L 1", I I 0 , I =XELI., � 4 ; PA14EI LLNGT,- W, I � ! v C, _ _ fl 1 � 1'777 " k.__Li��44,��'L�_ -- ii I ,t� ,' ID40H I /I - __ -C - � (SEE ELEVATION 0 ii � I t - - - 1-1 a '. PANEL LENT" ON SHIM 12) III 1.1.1 -, 13M -- f ON SKECT 12) ! PANEL LENGTH ELEVATION - i N I1 PANEL LENGTH , I �� , . "__1 - � z (SEE �-,'- _i ii i F (SEE El"ATION ON SHED 12) ELEVATION I � . . . . . . . . ELEVATION N__ I-_-- ...... L , ICE It ff. I- r--- -,------,I I 01 1 4- - I " U) 9 to CLASS. . __ _.... � a ON SHICIET 12) 1 : _(D OR SHEET 1g; IF I ;_,-], ON t2)"I L- ___'_---_-j ! - _._F7�,� 1 1 1 If C, I IU I' MIN 4 - I ! - -T --- � 41 1 : ff I itI_. J r � j�t��, i � Il I < . I if _1 11:1 : 11 w 4r 11 __1 -,-,r R---SEPIMFXnON11_ - � f 11 I. �. - I 11 I --.-- � = 1 I t ON I I II- ... L _- -L -, 1:11_1 , W��, ! 1"r_SEFwT1 : �) , � � 01 I � it 1 3) -01 � , __ , /, __c I f C 11 ,§ I I il I' M.. _<D _f_j , I 8 I L/2 i CLASS -1 - -(!-) � �-SEPARATION i ; , � : I : A 11) GLASS, ' " 03 ii- ' I . '�.- i ". I I I � ,.�_,, s* 4 + -L. I 11,11.1 . � t t � 1_0 GL%551 g . '' I - �,11_11_ W2 ; 0 1 -- 7 t I � I t/2 i � , ,ISTING � I- _,_ � , I I , EXWR40 POU,W�/�� I 015FING I ,� J I OR. ; � 1.1 I I � _ - � 4@ i CD = COIWIC . , ,�, CONCRETE 1. '_ _0 , � /Y I .1 , I I I- 7 - --1 I � � L, - I t - CR 1100ii .,,,�. 1, - a-,--L tp 0 - = 113- , - 7� I- � F_ EIL ! �� " - EO 1 'I �_ ; - ------- "1, - I 0 IF Ig an eavrom -0 , ., _f __@ I , CONCIRM - - REQUIRED- ! I . i 0 12 w = RECUREDF w"aw I k fl - i i I � 1- 'L'--'--F Fa L'L� '. . I' I , - I i I_ , - I-L, r I T1 , I i . - ___ FQ � -11, � , " ED. 1-11-1. I 1 � " I , I " I L 3 ED 11 --i I'll, ,", - ____ ___ - . J I ___I_.,______j � ! � I I ' -P,L - - 1- � I ... 1 4 'L �j_# -- ---- J - - � I'll � -P, ",R7 - �� 0 , , ; I 11 L ... f_.,� 'I I �� "I � 2 - P f,- -1 W. =. 1� I- , ,�. _ , ", � � t fl 'E e I -- (ADt I am" w I - I � �, . I- ,, I � i i - REQUIRED � I I 0 ti 2*.4* WOOD I 1 2'.4* WOOD -�' �� I , , k!!11 � �I.TA" ..r O� WD'D ", �� _ I - 'I, ", 14-� - , - , MO., tw. . 11 � I . � 0- 1/4-6 PANaWTE " - . / TE ; I . t� . 124-0 TAKON I 1 4"p TAPCON E �. ----144 - P - i ' PLATE Cu " ANCHOR 0 9 � , � � I - I � , __ L' " .a:AN * D.C. � I � 0=D) 1 , .a:AN ANCHOR 0 12 1/2* 04. REWIM UKLS A 0=,E�) L 5 _f - I _ ANCHOR 0 9* O.C r . � 7 ) �! REQUIRED ! RIEWRIED E � 1 1 � I I st 0 2 fm I � �_ , 11 I , __=VTAPOO , /�'* P%aTUAFE PLUS r I I t �0 PAREL1111 1�,111 ' 1 , , , , RJEOUIREM, ',- - 14" , I I , " Swalaw W/ STUD 9YACCIFIBED, W/ STUD , [ "'� i ! i 1" � , , . et 6,C� 2 ,� /. .�, I i , I /; DC . . , � � . I I I � I , - 2'.4' WOW - 'L .4 I ' f Tj WOOD I , I '' - -1 'I - ftI.M%"No 'I _kATE , � _K A . I . --- , . 0 a) I " - _ - REQUIRED - - .� , " -1 , I , SEE SHIM 15 & 16 FOR ANCKDAS TYPE & SRAC.4 'OR � " REQUIRED ! f '\ DauuAams wo weloo Flow vulAw". � . L_ I - � � I__ I _� I -1 m" Ah"R SPACMIS AW AM" Ea" DWAFNX - I � - .__ i�L. �_ � , I i_.. I - " A- ,J_ ��, : i - AM $0�IA= ON THIS SCHEDULE, FOR E.O. THAN I 4EDICATED ON WNW" REM ICE AN0404 SPACINO BY I L. CIO WULIKVING SPACW. SHOWN ON SCHEDULE BY THE ALTERbIkM 6-w ALIERNE B-38W RUDIMFIG FAIGIORS MR TM OPERATION 70 W POSS611� ALTE ALIERNIM a -law ALU N HAT R- M REDUCED WACM DIFFAINED Delia FACTOR SHALL NOT BE 55 I ff I RN A M 11 a AM "W"h'if,FAr " LESS THAN mimmum SPACM WorMIM MR EACH AFXNDR "'tIP111400", , T" go IN4 SUNDMIL k W" MOUNTIbw ,sofkA MOuffl= I !;�?�.!'Lp?,%. _Y.�, ll4'. 0 *,\' .. I I ... - /,� .A� SCALE 3/8-1- - SCALE Va. I' SCALE 3/8-1- `-'14% uj I - 0 . . ANONOR Tim -AmilMim- A =3 upoo. AV.' /�,� �..T! V�_�EN�� , . . , PLM 1 - i . N I LL 4 3 11 "I % votochy Hu rmw Zon _ e. , L ` EN '*%1(0 FLORIDA BUILDING CODE (Non High Yela"�R�v Hu conezorie) _: " a. 44167 ` FLORIDA BUILDING CODE (No 1 1, '_\r'Etill��-;!� \ LL ----- - FLORIDA BUILDING CODE (Non Nish :kN.- - , � Mw" .40" 51,00; 0.) - I I - oe . , v : n High Velocity Hur cone, Zone) (04 I 3 I . NMI 11 =*: ,memoftaw i TMQ UJIM, M FX f . P10510 WROW M. 11 z . * "ZON 10M M. T�. .1 I 3 !*- * . * 24 GAGE GALVAR12ED STEEL STORM PANEL z .1 ,4067 '. I 24 GAGE GALVANIZED STEEL STORM PANEL Meet &I :or z 4 GAGE GALVAHIMO STEEL STORM PANEL Ifteftl 5" < I tJ2 I : - OFAWN Fir 1 . INSTALLATION ARE ONLY VALID FOR A.S.O. OESfGN '. * E � ' STATE Of _ NVAL WK Walla 0!1w "am _ A,S.D. , "4; 07/27/2024 z . �1_11, Oz� .. __ GLOBAL PROTECT _03 - a - GLOBAL PROTECT] WE.. PER ELEVATION ON 1z .. ATt, ., . / ,. � GLOBAL *Ot LENGTHS AS PER 0"ATION SHEET 1Z I ..... /T1L1_EC0.,. \ 5, IlNW . OFF, - i - �E�_O_i, t �' I is .1--_�y PRODUCTS, LLC -/27/x" PRESSURE RATINGS (P / S�E�IT) AND PA14EL LENGTHS AS - 1. __ DESION PRESSURE RATINGS %,s,f) AND PANEL . __ - I IF �_ 61�___ ON PRODUCTS, LI.C. ` WOOD __ IN :� �,__ ., "WN1111w ..ptoRi'D " "11� - - AQ, e, ft 3`w== . UI � "WIML"'Iff NAL, ;�' .._�_$ft R &_ %M! =1* z ___.?_l/iL - --v.ii-- - a7ww, PROW, Ot-)M-13-61 1,A)LI (11u)VIO-aw 20-175 M ?ft 2, W/ SPECIFIC '. . - Ow PHOKID 650W-rJ46. FA. O0,4140-01W 20-175 1 12 ��>f/ PISCRIC (W3027b4e� FW (04)1111114057 20- i 75 DENSITY OF 0.55 OR EQUAL X � ... n'. ., , Q __ _� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC hillimik" , I , - _-". N -1. . . . _ ---- -- cl-OD"719 I it I ..? - I- oftmew. �. - DENS17Y Of 0.55 OR EQUAL. - DRmNPa . < 3 'Ir I 6*1 "'If"we rA_DDwl CA-0014719 -,. _ _ " W�__14_0 12 _ _ '14111111�1; !�',' �, I I PX_ 91:11�/Mn PC i #I0 I I -.&.- r, �N, pl� "'I'M N.i.- - 1� � ARM IS Of It __j ...... _____ = Z ti. I - a-_F111"I"MOW =&Lu I a- "FIFE SAFETY INUALLATLQN DETAILS FQR WEE S-AEETY PANEL INTO WQQD STRUCTURES k ',�1/4'0 TA!!Oj � _ 11 1I.TARCOIN O.C. O.C. -z . /'. _� 7 'ICII TAn O.C. Ii i; r 1 If ' f 1�, I � -"L j� 'T � ,,' / ,,� kiiN : 1,,. �': 1 . , I = �... I sue` 7r,am%,-I;-:a�.a,IrL--Is. M"IN tf II:: it ; __ - - . �`:` .(SEE aDATION I -- I __ " S. ...�_ -- L_.L._,_A 0 -_ Ll - (SEE ELEVATION I " _____ - I ,._=�_ - ___ ,� PANEL UNG1111 I v M_ - *_ S• PANEL SHEET 12) .1 V mu. 4 � 11 � i : PANEL I I � (SEE UVANION L- I - L* MAX. _.- - - :.._:�.- I I (anti -----_.._.1 - ON SHEET 12) it "t _ I LENGTH I Ir.._._ SHEET R. .� i ; s i I I 11 I Yin. --- I " TO CLASS, _+ , -, I }'ram. ---� L12 � "I lol. mom. . I i. . � ; I11__SEPARATIO* - - - ' -� LION-- I. TD • 4LI ..,.;5 r �... E0. .... rf ,11 "I _.....__-4 "�. ,..3. 1 ..-I-" �': . ' 1/2` ',� .- . L ',�;_ LESS A. ro-IN0, NAU-MOUNTIM iMminume, WALL 2 i �% STATE or i * i * - - z 1. INSTALLAWN ARE ONLY VAUD FOR MAX. PROTECTION _.�...:.. - . -11 . _ , "a" Z11—T Z FOR NEW WOOD FRAME CONSTRUCTION9. , WOAD. Irkw Yts"w a ZNMAM a tl% "40R �� nwy A, "a Awe fi ... #--�: �_�'�- 11LIECOin PRODUCTS, LLC. " 2: FOR NEW WOOD FRAME CONSTRUCTION.. EMBERS To BE SOUTHERN PINS Pi err to m r w. SHEET NO. SH 1.4 POON EXISTING POURED 09 . b� C - _ towAm OR CONCRETE BLOCK r� REOUFRED. 3/e ANCHOR O.C. I - (D � I , [ I Jf_�r - '�� l 11 7 ! 11 �*. -P i . , MA:IL I - . - PANEL LENGTH � 6 (SEE ELLVATION 1 � ON SHEET. 12) I 1, i i I � I ; I 1 4 1 � t � ir i I ---(ot. � ; ;_ I -, i I I j,raa� 1 1 * ! I , , /4-0 TAK � ON (�) mCsOR A, 9, O-C. PING POURED CONCRETE 00 qCRETr OUD" RECKIRM, 1l4-0 TAPCO!____ , POURED fir, REOUiREO. ✓ ce - ! LAC'-`,_.._- A "WHI, 04AT-#'� � "a , � 0 I 'L- M- It - ' PANEL alk-114 '�__ I - (SEE ELEVATION h ON SHEET 12) 0 F, I 0 � N____ � I or I I i �,Imrm L/2 , "I '11�, ) � ED � , � I rK_� I I O C 1, 41 � 'i I I , ' , k-.- I I /4'11 WCO .. .. G� RPOURED CONCRETE OR = VE BLOCK RTOWRED. ZECUQN R—_tA 0 BLQ" EMELS U10i"Aw GS r r,7 SO: Dws 15 a 14 FOR AMCNORS AMIDIR rFPA 1. _!_/!!�!_ A, SP14M FOR 041AUAIMNS Rim OpOw WOOD FRAME BUILD10M - MNVUM ANCHOR SP*VM AND VINSAMI umme" New Tinlowo 00 3 EOOE OWA*CE ARE ' C.-Al, 3 'a, * memeatumi - SCHREPULL FOR ==0FDQATCD -Neall.) Imlik 00 3 ON SCHEI REOVCF ANCHOR SPACNO Of "DIPLY011; SPACMG SHOWN ON AM^ 111K 00110103E OW py4m SCmMXE By THE FOLLOWIM: FACTORS FOR TM OPERAVOIN TO BE P095011. __ __ DIM REDUCED WWW OBTAINED USING___._ tAM HALL BE LESS TKW n,T_1__1 I'll oill - M.NWISPAC"a fWafrAnD FOR O" 1_1 ANCHOR ON THIS SCHOD11C I 1 I I T.,;� - - - - TYPE On) THIS TIT NOT EACH TYPE 1. � 11 iy 'L* MAY 6 Ill I I . PANEL LENGTH 'a - - � 1. '(SEE f��W , I]IT 11 _ ON SHEET 12, It i�4XI I- U16 1 1.1-11, � 9 IIW I I ! 11 10 CLAS& F : It I _ 4 REGUIRIED. --C 2) 10 i I I L "", r _ : I I 'L' MAX 6" PANEL LENGTH � I (SEE ELEVATION _1 OFF SHTT 12 I , I I ) -1 11 11 -,..Cl I � R - , — I __3 _cv , I .1 f L/2 , 0�'��"` ;I I � I - � I I I - ----- -- !� ) I 4 I _ .. I I- I v I J) I � I J -L-,-,- A j Do k-L t ED t, M --4111= - 11 � ... -11V - I 'CL X'� .. To I N, ! I "I I 11 __ IIVII TAPCON , __I/4'0 TAPCON ANCHOR 0 V . ... WING -t V , CONCRETE OR !� fXSrv4 POURED CO CRETE OR REQUIRED, -CONCRETE BLOCK RIECUIRED 2 05 M_LS 0 Lffi%BNEIL WAU MOUtIMMOS J O.C. ANCHOR 0 a, O.Cl is . POURED N IF ... 41 ...... SCALE 3/6-1- -fM-j a) a) = 0 i =3 2 _0 = 0 I— = '— a) C) = 0— .= a) 0 — En Lu 0 > a) 2 (n a) 4--a . Cn C_ M ZO CU 0- M Q O ,_ = .- ,ACS := w ,a :I. w C3 .= 0! `I- = = Fact C-11 clip " -= co :Ik = &L- o- f* = IN_ -= CM .= 29-S .2 Im , C== w r= - = C, = " C..) .- --i = M C ! 4 : - = z = -1 3: M 3: " I a, :w = w in = = A! zi w 'a- = E M 0 a: tj 6. .2 z w mi I I IMALLATION DETAILS FOR UFE SAFETY PANE I INSTALLATION DMILS FOR TE, QR GQN-CRUE EILQ INTO WOOD I INIQ POURED 99NOL yll ___ I----.-r i -- '. - U, , . I 111 !��. 1/04 TAKON i/4'. TAPC - �1, --- lij 1-1 � �!, In _ - ,. , - - L " - ,_� - , - ANCHOR a 9, b4 " ANCHOR 0 0 V,V. . sullwo _ �u v , v HEADER _?01-scl�. -91.1 ro I ;I , ;GDO HEAD" � - �� WOOD HEADER - On HEADER I . -4 " CONCRIETI: BLOCK . . 1�' 0 01 -REQUIRED ,5< __ - - � - XX � � Qvwo I �, � #FQ - MAIM IPOD NEMER I I I I , �T "_X , � - " CUI I : REQUIRED FORED , . N I11' I I REQUIRED. 11.1_1 � T � 11 �, � I o - ; ,I I , 4 * TAPCON V 1 , . . O". , O.r . .- ,�,�, L ," I _ I f'.,T � a v . 1 -41;. , " 0 9 114*0 IAPCO� " (D __02 I f Ill _�, I -C2) 5 � IL 'i 4, I ANCHOR 0 9 O.0 , -,-- j � !�! , I I 1 N ), q, I ,I,- I- - - ' . '; I !�j � _ _! 11, I �, I,, � � ,, ;I N , 11 J, w CD 11 I 4) ", 1 11 � , " -11 - -1 , , , * � 121", ��l . " - I , . I., . /_ . . 1/2' 1 11/4* �1 1/4- 1. -1 9 . .1 =42- - /4' r J1-.1-- a) = r.O.* ��'� I." I _ � I . _1 . I - I '""_ _ � ,/z 11 1. , EGA - I '�, L i t/4 ',, i� , ____-,---------,, � 'i , 11 � ,_ ,,,* I , __ _r__ ... ... 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N I LL 4 3 11 "I % votochy Hu rmw Zon _ e. , L ` EN '*%1(0 FLORIDA BUILDING CODE (Non High Yela"�R�v Hu conezorie) _: " a. 44167 ` FLORIDA BUILDING CODE (No 1 1, '_\r'Etill��-;!� \ LL ----- - FLORIDA BUILDING CODE (Non Nish :kN.- - , � Mw" .40" 51,00; 0.) - I I - oe . , v : n High Velocity Hur cone, Zone) (04 I 3 I . NMI 11 =*: ,memoftaw i TMQ UJIM, M FX f . P10510 WROW M. 11 z . * "ZON 10M M. T�. .1 I 3 !*- * . * 24 GAGE GALVAR12ED STEEL STORM PANEL z .1 ,4067 '. I 24 GAGE GALVANIZED STEEL STORM PANEL Meet &I :or z 4 GAGE GALVAHIMO STEEL STORM PANEL Ifteftl 5" < I tJ2 I : - OFAWN Fir 1 . INSTALLATION ARE ONLY VALID FOR A.S.O. OESfGN '. * E � ' STATE Of _ NVAL WK Walla 0!1w "am _ A,S.D. , "4; 07/27/2024 z . �1_11, Oz� .. __ GLOBAL PROTECT _03 - a - GLOBAL PROTECT] WE.. PER ELEVATION ON 1z .. ATt, ., . / ,. � GLOBAL *Ot LENGTHS AS PER 0"ATION SHEET 1Z I ..... /T1L1_EC0.,. \ 5, IlNW . OFF, - i - �E�_O_i, t �' I is .1--_�y PRODUCTS, LLC -/27/x" PRESSURE RATINGS (P / S�E�IT) AND PA14EL LENGTHS AS - 1. __ DESION PRESSURE RATINGS %,s,f) AND PANEL . __ - I IF �_ 61�___ ON PRODUCTS, LI.C. ` WOOD __ IN :� �,__ ., "WN1111w ..ptoRi'D " "11� - - AQ, e, ft 3`w== . UI � "WIML"'Iff NAL, ;�' .._�_$ft R &_ %M! =1* z ___.?_l/iL - --v.ii-- - a7ww, PROW, Ot-)M-13-61 1,A)LI (11u)VIO-aw 20-175 M ?ft 2, W/ SPECIFIC '. . - Ow PHOKID 650W-rJ46. FA. O0,4140-01W 20-175 1 12 ��>f/ PISCRIC (W3027b4e� FW (04)1111114057 20- i 75 DENSITY OF 0.55 OR EQUAL X � ... n'. ., , Q __ _� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC hillimik" , I , - _-". N -1. . . . _ ---- -- cl-OD"719 I it I ..? - I- oftmew. �. - DENS17Y Of 0.55 OR EQUAL. - DRmNPa . < 3 'Ir I 6*1 "'If"we rA_DDwl CA-0014719 -,. _ _ " W�__14_0 12 _ _ '14111111�1; !�',' �, I I PX_ 91:11�/Mn PC i #I0 I I -.&.- r, �N, pl� "'I'M N.i.- - 1� � ARM IS Of It __j ...... _____ = Z ti. I - a-_F111"I"MOW =&Lu I a- "FIFE SAFETY INUALLATLQN DETAILS FQR WEE S-AEETY PANEL INTO WQQD STRUCTURES k ',�1/4'0 TA!!Oj � _ 11 1I.TARCOIN O.C. O.C. -z . /'. _� 7 'ICII TAn O.C. Ii i; r 1 If ' f 1�, I � -"L j� 'T � ,,' / ,,� kiiN : 1,,. �': 1 . , I = �... I sue` 7r,am%,-I;-:a�.a,IrL--Is. M"IN tf II:: it ; __ - - . �`:` .(SEE aDATION I -- I __ " S. ...�_ -- L_.L._,_A 0 -_ Ll - (SEE ELEVATION I " _____ - I ,._=�_ - ___ ,� PANEL UNG1111 I v M_ - *_ S• PANEL SHEET 12) .1 V mu. 4 � 11 � i : PANEL I I � (SEE UVANION L- I - L* MAX. _.- - - :.._:�.- I I (anti -----_.._.1 - ON SHEET 12) it "t _ I LENGTH I Ir.._._ SHEET R. .� i ; s i I I 11 I Yin. --- I " TO CLASS, _+ , -, I }'ram. ---� L12 � "I lol. mom. . I i. . � ; I11__SEPARATIO* - - - ' -� LION-- I. TD • 4LI ..,.;5 r �... E0. .... rf ,11 "I _.....__-4 "�. ,..3. 1 ..-I-" �': . ' 1/2` ',� .- . L ',�;_ LESS A. ro-IN0, NAU-MOUNTIM iMminume, WALL 2 i �% STATE or i * i * - - z 1. INSTALLAWN ARE ONLY VAUD FOR MAX. PROTECTION _.�...:.. - . -11 . _ , "a" Z11—T Z FOR NEW WOOD FRAME CONSTRUCTION9. , WOAD. Irkw Yts"w a ZNMAM a tl% "40R �� nwy A, "a Awe fi ... #--�: �_�'�- 11LIECOin PRODUCTS, LLC. " 2: FOR NEW WOOD FRAME CONSTRUCTION.. EMBERS To BE SOUTHERN PINS Pi err to m r w. SHEET NO. SH 1.4 r r,7 SO: Dws 15 a 14 FOR AMCNORS AMIDIR rFPA 1. _!_/!!�!_ A, SP14M FOR 041AUAIMNS Rim OpOw WOOD FRAME BUILD10M - MNVUM ANCHOR SP*VM AND VINSAMI umme" New Tinlowo 00 3 EOOE OWA*CE ARE ' C.-Al, 3 'a, * memeatumi - SCHREPULL FOR ==0FDQATCD -Neall.) Imlik 00 3 ON SCHEI REOVCF ANCHOR SPACNO Of "DIPLY011; SPACMG SHOWN ON AM^ 111K 00110103E OW py4m SCmMXE By THE FOLLOWIM: FACTORS FOR TM OPERAVOIN TO BE P095011. __ __ DIM REDUCED WWW OBTAINED USING___._ tAM HALL BE LESS TKW n,T_1__1 I'll oill - M.NWISPAC"a fWafrAnD FOR O" 1_1 ANCHOR ON THIS SCHOD11C I 1 I I T.,;� - - - - TYPE On) THIS TIT NOT EACH TYPE 1. � 11 iy 'L* MAY 6 Ill I I . PANEL LENGTH 'a - - � 1. '(SEE f��W , I]IT 11 _ ON SHEET 12, It i�4XI I- U16 1 1.1-11, � 9 IIW I I ! 11 10 CLAS& F : It I _ 4 REGUIRIED. --C 2) 10 i I I L "", r _ : I I 'L' MAX 6" PANEL LENGTH � I (SEE ELEVATION _1 OFF SHTT 12 I , I I ) -1 11 11 -,..Cl I � R - , — I __3 _cv , I .1 f L/2 , 0�'��"` ;I I � I - � I I I - ----- -- !� ) I 4 I _ .. I I- I v I J) I � I J -L-,-,- A j Do k-L t ED t, M --4111= - 11 � ... -11V - I 'CL X'� .. To I N, ! I "I I 11 __ IIVII TAPCON , __I/4'0 TAPCON ANCHOR 0 V . ... WING -t V , CONCRETE OR !� fXSrv4 POURED CO CRETE OR REQUIRED, -CONCRETE BLOCK RIECUIRED 2 05 M_LS 0 Lffi%BNEIL WAU MOUtIMMOS J O.C. ANCHOR 0 a, O.Cl is . POURED N IF ... 41 ...... SCALE 3/6-1- -fM-j a) a) = 0 i =3 2 _0 = 0 I— = '— a) C) = 0— .= a) 0 — En Lu 0 > a) 2 (n a) 4--a . Cn C_ M ZO CU 0- M Q O ,_ = .- ,ACS := w ,a :I. w C3 .= 0! `I- = = Fact C-11 clip " -= co :Ik = &L- o- f* = IN_ -= CM .= 29-S .2 Im , C== w r= - = C, = " C..) .- --i = M C ! 4 : - = z = -1 3: M 3: " I a, :w = w in = = A! zi w 'a- = E M 0 a: tj 6. .2 z w mi I I IMALLATION DETAILS FOR UFE SAFETY PANE I INSTALLATION DMILS FOR TE, QR GQN-CRUE EILQ INTO WOOD I INIQ POURED 99NOL yll ___ I----.-r i -- '. - U, , . I 111 !��. 1/04 TAKON i/4'. TAPC - �1, --- lij 1-1 � �!, In _ - ,. , - - L " - ,_� - , - ANCHOR a 9, b4 " ANCHOR 0 0 V,V. . sullwo _ �u v , v HEADER _?01-scl�. -91.1 ro I ;I , ;GDO HEAD" � - �� WOOD HEADER - On HEADER I . -4 " CONCRIETI: BLOCK . . 1�' 0 01 -REQUIRED ,5< __ - - � - XX � � Qvwo I �, � #FQ - MAIM IPOD NEMER I I I I , �T "_X , � - " CUI I : REQUIRED FORED , . N I11' I I REQUIRED. 11.1_1 � T � 11 �, � I o - ; ,I I , 4 * TAPCON V 1 , . . 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REWIM UKLS A 0=,E�) L 5 _f - I _ ANCHOR 0 9* O.C r . � 7 ) �! REQUIRED ! RIEWRIED E � 1 1 � I I st 0 2 fm I � �_ , 11 I , __=VTAPOO , /�'* P%aTUAFE PLUS r I I t �0 PAREL1111 1�,111 ' 1 , , , , RJEOUIREM, ',- - 14" , I I , " Swalaw W/ STUD 9YACCIFIBED, W/ STUD , [ "'� i ! i 1" � , , . et 6,C� 2 ,� /. .�, I i , I /; DC . . , � � . I I I � I , - 2'.4' WOW - 'L .4 I ' f Tj WOOD I , I '' - -1 'I - ftI.M%"No 'I _kATE , � _K A . I . --- , . 0 a) I " - _ - REQUIRED - - .� , " -1 , I , SEE SHIM 15 & 16 FOR ANCKDAS TYPE & SRAC.4 'OR � " REQUIRED ! f '\ DauuAams wo weloo Flow vulAw". � . L_ I - � � I__ I _� I -1 m" Ah"R SPACMIS AW AM" Ea" DWAFNX - I � - .__ i�L. �_ � , I i_.. I - " A- ,J_ ��, : i - AM $0�IA= ON THIS SCHEDULE, FOR E.O. THAN I 4EDICATED ON WNW" REM ICE AN0404 SPACINO BY I L. CIO WULIKVING SPACW. SHOWN ON SCHEDULE BY THE ALTERbIkM 6-w ALIERNE B-38W RUDIMFIG FAIGIORS MR TM OPERATION 70 W POSS611� ALTE ALIERNIM a -law ALU N HAT R- M REDUCED WACM DIFFAINED Delia FACTOR SHALL NOT BE 55 I ff I RN A M 11 a AM "W"h'if,FAr " LESS THAN mimmum SPACM WorMIM MR EACH AFXNDR "'tIP111400", , T" go IN4 SUNDMIL k W" MOUNTIbw ,sofkA MOuffl= I !;�?�.!'Lp?,%. _Y.�, ll4'. 0 *,\' .. I I ... - /,� .A� SCALE 3/8-1- - SCALE Va. I' SCALE 3/8-1- `-'14% uj I - 0 . . ANONOR Tim -AmilMim- A =3 upoo. AV.' /�,� �..T! V�_�EN�� , . . , PLM 1 - i . N I LL 4 3 11 "I % votochy Hu rmw Zon _ e. , L ` EN '*%1(0 FLORIDA BUILDING CODE (Non High Yela"�R�v Hu conezorie) _: " a. 44167 ` FLORIDA BUILDING CODE (No 1 1, '_\r'Etill��-;!� \ LL ----- - FLORIDA BUILDING CODE (Non Nish :kN.- - , � Mw" .40" 51,00; 0.) - I I - oe . , v : n High Velocity Hur cone, Zone) (04 I 3 I . NMI 11 =*: ,memoftaw i TMQ UJIM, M FX f . P10510 WROW M. 11 z . * "ZON 10M M. T�. .1 I 3 !*- * . * 24 GAGE GALVAR12ED STEEL STORM PANEL z .1 ,4067 '. I 24 GAGE GALVANIZED STEEL STORM PANEL Meet &I :or z 4 GAGE GALVAHIMO STEEL STORM PANEL Ifteftl 5" < I tJ2 I : - OFAWN Fir 1 . INSTALLATION ARE ONLY VALID FOR A.S.O. OESfGN '. * E � ' STATE Of _ NVAL WK Walla 0!1w "am _ A,S.D. , "4; 07/27/2024 z . �1_11, Oz� .. __ GLOBAL PROTECT _03 - a - GLOBAL PROTECT] WE.. PER ELEVATION ON 1z .. ATt, ., . / ,. � GLOBAL *Ot LENGTHS AS PER 0"ATION SHEET 1Z I ..... /T1L1_EC0.,. \ 5, IlNW . OFF, - i - �E�_O_i, t �' I is .1--_�y PRODUCTS, LLC -/27/x" PRESSURE RATINGS (P / S�E�IT) AND PA14EL LENGTHS AS - 1. __ DESION PRESSURE RATINGS %,s,f) AND PANEL . __ - I IF �_ 61�___ ON PRODUCTS, LI.C. ` WOOD __ IN :� �,__ ., "WN1111w ..ptoRi'D " "11� - - AQ, e, ft 3`w== . UI � "WIML"'Iff NAL, ;�' .._�_$ft R &_ %M! =1* z ___.?_l/iL - --v.ii-- - a7ww, PROW, Ot-)M-13-61 1,A)LI (11u)VIO-aw 20-175 M ?ft 2, W/ SPECIFIC '. . - Ow PHOKID 650W-rJ46. FA. O0,4140-01W 20-175 1 12 ��>f/ PISCRIC (W3027b4e� FW (04)1111114057 20- i 75 DENSITY OF 0.55 OR EQUAL X � ... n'. ., , Q __ _� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC hillimik" , I , - _-". N -1. . . . _ ---- -- cl-OD"719 I it I ..? - I- oftmew. �. - DENS17Y Of 0.55 OR EQUAL. - DRmNPa . < 3 'Ir I 6*1 "'If"we rA_DDwl CA-0014719 -,. _ _ " W�__14_0 12 _ _ '14111111�1; !�',' �, I I PX_ 91:11�/Mn PC i #I0 I I -.&.- r, �N, pl� "'I'M N.i.- - 1� � ARM IS Of It __j ...... _____ = Z ti. I - a-_F111"I"MOW =&Lu I a- "FIFE SAFETY INUALLATLQN DETAILS FQR WEE S-AEETY PANEL INTO WQQD STRUCTURES k ',�1/4'0 TA!!Oj � _ 11 1I.TARCOIN O.C. O.C. -z . /'. _� 7 'ICII TAn O.C. Ii i; r 1 If ' f 1�, I � -"L j� 'T � ,,' / ,,� kiiN : 1,,. �': 1 . , I = �... I sue` 7r,am%,-I;-:a�.a,IrL--Is. 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SH 1.4 4 REGUIRIED. --C 2) 10 i I I L "", r _ : I I 'L' MAX 6" PANEL LENGTH � I (SEE ELEVATION _1 OFF SHTT 12 I , I I ) -1 11 11 -,..Cl I � R - , — I __3 _cv , I .1 f L/2 , 0�'��"` ;I I � I - � I I I - ----- -- !� ) I 4 I _ .. I I- I v I J) I � I J -L-,-,- A j Do k-L t ED t, M --4111= - 11 � ... -11V - I 'CL X'� .. To I N, ! I "I I 11 __ IIVII TAPCON , __I/4'0 TAPCON ANCHOR 0 V . ... WING -t V , CONCRETE OR !� fXSrv4 POURED CO CRETE OR REQUIRED, -CONCRETE BLOCK RIECUIRED 2 05 M_LS 0 Lffi%BNEIL WAU MOUtIMMOS J O.C. ANCHOR 0 a, O.Cl is . POURED N IF ... 41 ...... SCALE 3/6-1- -fM-j a) a) = 0 i =3 2 _0 = 0 I— = '— a) C) = 0— .= a) 0 — En Lu 0 > a) 2 (n a) 4--a . 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O". , O.r . .- ,�,�, L ," I _ I f'.,T � a v . 1 -41;. , " 0 9 114*0 IAPCO� " (D __02 I f Ill _�, I -C2) 5 � IL 'i 4, I ANCHOR 0 9 O.0 , -,-- j � !�! , I I 1 N ), q, I ,I,- I- - - ' . '; I !�j � _ _! 11, I �, I,, � � ,, ;I N , 11 J, w CD 11 I 4) ", 1 11 � , " -11 - -1 , , , * � 121", ��l . " - I , . I., . /_ . . 1/2' 1 11/4* �1 1/4- 1. -1 9 . .1 =42- - /4' r J1-.1-- a) = r.O.* ��'� I." I _ � I . _1 . I - I '""_ _ � ,/z 11 1. , EGA - I '�, L i t/4 ',, i� , ____-,---------,, � 'i , 11 � ,_ ,,,* I , __ _r__ ... ... I � - I I'F " I I ; ! k, . , , 11 MI., j I I Ai '"' 7 �"I� I I 1� �� % / � ,M I "I 111,/M _4__j I . � 11 , I , ; r, I . . , I - : I I 11 01 I 101 I a .. ! I 1" L 1 1 � i , i M II 1�-SEPARkTWOWI--Lj,__11II'I)�.0 TO GLASS.11/.-.-2w- "m,;-: - I I 0 I 01 . > A " , � L Lq) � 0 I , �4-10 , 1. - , " __(D ; Qj L .� (1) GLASS -L-1 0 1 :"4 ��T Arm � a I j ,1 1. I A R L ul'Z, 11 I � - I - - - t/,., � - �_ lin . I J, - f a ,7 I- It #L-L -- L j. -, I - , I= . ._-�,_ -_ _�_.-,-__; AT tA / � 1 `�ftS � :,� __��L,IA` - I ,iB:.p I "t, L, ' �fj i I I , 7 % 4. I , i4 a � : L X, ap I 0 . wo I � I I i a � I om 0",t-c 11 I I , rN , I I I mai I � I Mr4 1-1 I .-----i " " DC - __ - i� z I F�l , - I I - I GLASS 11 L_' . � I �.p I I =.-.X-,�, � __ - - . ww� I ' ; I I, 9 I I .1.111, L 4- .; I L � ' � -, I . I 't _,_ , - v-, I 3 )L - ! t 0 t I 10 M". _ � - __ C-l"i 1 , �� G%S_ / , � 11 � - f v Kul It : 0 � I MO. ____� , "I , 'L' Mqx� I—-, V PAN" LEAGIFf I =4 1- A I -0 -, I MAX a- 0 - - - 1 L 1", I I 0 , I =XELI., � 4 ; PA14EI LLNGT,- W, I � ! v C, _ _ fl 1 � 1'777 " k.__Li��44,��'L�_ -- ii I ,t� ,' ID40H I /I - __ -C - � (SEE ELEVATION 0 ii � I t - - - 1-1 a '. PANEL LENT" ON SHIM 12) III 1.1.1 -, 13M -- f ON SKECT 12) ! PANEL LENGTH ELEVATION - i N I1 PANEL LENGTH , I �� , . "__1 - � z (SEE �-,'- _i ii i F (SEE El"ATION ON SHED 12) ELEVATION I � . . . . . . . . ELEVATION N__ I-_-- ...... L , ICE It ff. I- r--- -,------,I I 01 1 4- - I " U) 9 to CLASS. . __ _.... � a ON SHICIET 12) 1 : _(D OR SHEET 1g; IF I ;_,-], ON t2)"I L- ___'_---_-j ! - _._F7�,� 1 1 1 If C, I IU I' MIN 4 - I ! - -T --- � 41 1 : ff I itI_. J r � j�t��, i � Il I < . I if _1 11:1 : 11 w 4r 11 __1 -,-,r R---SEPIMFXnON11_ - � f 11 I. �. - I 11 I --.-- � = 1 I t ON I I II- ... L _- -L -, 1:11_1 , W��, ! 1"r_SEFwT1 : �) , � � 01 I � it 1 3) -01 � , __ , /, __c I f C 11 ,§ I I il I' M.. _<D _f_j , I 8 I L/2 i CLASS -1 - -(!-) � �-SEPARATION i ; , � : I : A 11) GLASS, ' " 03 ii- ' I . '�.- i ". I I I � ,.�_,, s* 4 + -L. I 11,11.1 . � t t � 1_0 GL%551 g . '' I - �,11_11_ W2 ; 0 1 -- 7 t I � I t/2 i � , ,ISTING � I- _,_ � , I I , EXWR40 POU,W�/�� I 015FING I ,� J I OR. ; � 1.1 I I � _ - � 4@ i CD = COIWIC . , ,�, CONCRETE 1. '_ _0 , � /Y I .1 , I I I- 7 - --1 I � � L, - I t - CR 1100ii .,,,�. 1, - a-,--L tp 0 - = 113- , - 7� I- � F_ EIL ! �� " - EO 1 'I �_ ; - ------- "1, - I 0 IF Ig an eavrom -0 , ., _f __@ I , CONCIRM - - REQUIRED- ! I . i 0 12 w = RECUREDF w"aw I k fl - i i I � 1- 'L'--'--F Fa L'L� '. . I' I , - I i I_ , - I-L, r I T1 , I i . - ___ FQ � -11, � , " ED. 1-11-1. I 1 � " I , I " I L 3 ED 11 --i I'll, ,", - ____ ___ - . J I ___I_.,______j � ! � I I ' -P,L - - 1- � I ... 1 4 'L �j_# -- ---- J - - � I'll � -P, ",R7 - �� 0 , , ; I 11 L ... f_.,� 'I I �� "I � 2 - P f,- -1 W. =. 1� I- , ,�. _ , ", � � t fl 'E e I -- (ADt I am" w I - I � �, . I- ,, I � i i - REQUIRED � I I 0 ti 2*.4* WOOD I 1 2'.4* WOOD -�' �� I , , k!!11 � �I.TA" ..r O� WD'D ", �� _ I - 'I, ", 14-� - , - , MO., tw. . 11 � I . � 0- 1/4-6 PANaWTE " - . / TE ; I . t� . 124-0 TAKON I 1 4"p TAPCON E �. ----144 - P - i ' PLATE Cu " ANCHOR 0 9 � , � � I - I � , __ L' " .a:AN * D.C. � I � 0=D) 1 , .a:AN ANCHOR 0 12 1/2* 04. REWIM UKLS A 0=,E�) L 5 _f - I _ ANCHOR 0 9* O.C r . � 7 ) �! REQUIRED ! RIEWRIED E � 1 1 � I I st 0 2 fm I � �_ , 11 I , __=VTAPOO , /�'* P%aTUAFE PLUS r I I t �0 PAREL1111 1�,111 ' 1 , , , , RJEOUIREM, ',- - 14" , I I , " Swalaw W/ STUD 9YACCIFIBED, W/ STUD , [ "'� i ! i 1" � , , . et 6,C� 2 ,� /. .�, I i , I /; DC . . , � � . I I I � I , - 2'.4' WOW - 'L .4 I ' f Tj WOOD I , I '' - -1 'I - ftI.M%"No 'I _kATE , � _K A . I . --- , . 0 a) I " - _ - REQUIRED - - .� , " -1 , I , SEE SHIM 15 & 16 FOR ANCKDAS TYPE & SRAC.4 'OR � " REQUIRED ! f '\ DauuAams wo weloo Flow vulAw". � . L_ I - � � I__ I _� I -1 m" Ah"R SPACMIS AW AM" Ea" DWAFNX - I � - .__ i�L. �_ � , I i_.. I - " A- ,J_ ��, : i - AM $0�IA= ON THIS SCHEDULE, FOR E.O. THAN I 4EDICATED ON WNW" REM ICE AN0404 SPACINO BY I L. CIO WULIKVING SPACW. SHOWN ON SCHEDULE BY THE ALTERbIkM 6-w ALIERNE B-38W RUDIMFIG FAIGIORS MR TM OPERATION 70 W POSS611� ALTE ALIERNIM a -law ALU N HAT R- M REDUCED WACM DIFFAINED Delia FACTOR SHALL NOT BE 55 I ff I RN A M 11 a AM "W"h'if,FAr " LESS THAN mimmum SPACM WorMIM MR EACH AFXNDR "'tIP111400", , T" go IN4 SUNDMIL k W" MOUNTIbw ,sofkA MOuffl= I !;�?�.!'Lp?,%. _Y.�, ll4'. 0 *,\' .. I I ... - /,� .A� SCALE 3/8-1- - SCALE Va. I' SCALE 3/8-1- `-'14% uj I - 0 . . ANONOR Tim -AmilMim- A =3 upoo. AV.' /�,� �..T! V�_�EN�� , . . , PLM 1 - i . N I LL 4 3 11 "I % votochy Hu rmw Zon _ e. , L ` EN '*%1(0 FLORIDA BUILDING CODE (Non High Yela"�R�v Hu conezorie) _: " a. 44167 ` FLORIDA BUILDING CODE (No 1 1, '_\r'Etill��-;!� \ LL ----- - FLORIDA BUILDING CODE (Non Nish :kN.- - , � Mw" .40" 51,00; 0.) - I I - oe . , v : n High Velocity Hur cone, Zone) (04 I 3 I . NMI 11 =*: ,memoftaw i TMQ UJIM, M FX f . P10510 WROW M. 11 z . * "ZON 10M M. T�. .1 I 3 !*- * . * 24 GAGE GALVAR12ED STEEL STORM PANEL z .1 ,4067 '. I 24 GAGE GALVANIZED STEEL STORM PANEL Meet &I :or z 4 GAGE GALVAHIMO STEEL STORM PANEL Ifteftl 5" < I tJ2 I : - OFAWN Fir 1 . INSTALLATION ARE ONLY VALID FOR A.S.O. OESfGN '. * E � ' STATE Of _ NVAL WK Walla 0!1w "am _ A,S.D. , "4; 07/27/2024 z . �1_11, Oz� .. __ GLOBAL PROTECT _03 - a - GLOBAL PROTECT] WE.. PER ELEVATION ON 1z .. ATt, ., . / ,. � GLOBAL *Ot LENGTHS AS PER 0"ATION SHEET 1Z I ..... /T1L1_EC0.,. \ 5, IlNW . OFF, - i - �E�_O_i, t �' I is .1--_�y PRODUCTS, LLC -/27/x" PRESSURE RATINGS (P / S�E�IT) AND PA14EL LENGTHS AS - 1. __ DESION PRESSURE RATINGS %,s,f) AND PANEL . __ - I IF �_ 61�___ ON PRODUCTS, LI.C. ` WOOD __ IN :� �,__ ., "WN1111w ..ptoRi'D " "11� - - AQ, e, ft 3`w== . UI � "WIML"'Iff NAL, ;�' .._�_$ft R &_ %M! =1* z ___.?_l/iL - --v.ii-- - a7ww, PROW, Ot-)M-13-61 1,A)LI (11u)VIO-aw 20-175 M ?ft 2, W/ SPECIFIC '. . - Ow PHOKID 650W-rJ46. FA. 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'_ _0 , � /Y I .1 , I I I- 7 - --1 I � � L, - I t - CR 1100ii .,,,�. 1, - a-,--L tp 0 - = 113- , - 7� I- � F_ EIL ! �� " - EO 1 'I �_ ; - ------- "1, - I 0 IF Ig an eavrom -0 , ., _f __@ I , CONCIRM - - REQUIRED- ! I . i 0 12 w = RECUREDF w"aw I k fl - i i I � 1- 'L'--'--F Fa L'L� '. . I' I , - I i I_ , - I-L, r I T1 , I i . - ___ FQ � -11, � , " ED. 1-11-1. I 1 � " I , I " I L 3 ED 11 --i I'll, ,", - ____ ___ - . J I ___I_.,______j � ! � I I ' -P,L - - 1- � I ... 1 4 'L �j_# -- ---- J - - � I'll � -P, ",R7 - �� 0 , , ; I 11 L ... f_.,� 'I I �� "I � 2 - P f,- -1 W. =. 1� I- , ,�. _ , ", � � t fl 'E e I -- (ADt I am" w I - I � �, . I- ,, I � i i - REQUIRED � I I 0 ti 2*.4* WOOD I 1 2'.4* WOOD -�' �� I , , k!!11 � �I.TA" ..r O� WD'D ", �� _ I - 'I, ", 14-� - , - , MO., tw. . 11 � I . � 0- 1/4-6 PANaWTE " - . / TE ; I . t� . 124-0 TAKON I 1 4"p TAPCON E �. ----144 - P - i ' PLATE Cu " ANCHOR 0 9 � , � � I - I � , __ L' " .a:AN * D.C. � I � 0=D) 1 , .a:AN ANCHOR 0 12 1/2* 04. REWIM UKLS A 0=,E�) L 5 _f - I _ ANCHOR 0 9* O.C r . � 7 ) �! REQUIRED ! RIEWRIED E � 1 1 � I I st 0 2 fm I � �_ , 11 I , __=VTAPOO , /�'* P%aTUAFE PLUS r I I t �0 PAREL1111 1�,111 ' 1 , , , , RJEOUIREM, ',- - 14" , I I , " Swalaw W/ STUD 9YACCIFIBED, W/ STUD , [ "'� i ! i 1" � , , . et 6,C� 2 ,� /. .�, I i , I /; DC . . , � � . I I I � I , - 2'.4' WOW - 'L .4 I ' f Tj WOOD I , I '' - -1 'I - ftI.M%"No 'I _kATE , � _K A . I . --- , . 0 a) I " - _ - REQUIRED - - .� , " -1 , I , SEE SHIM 15 & 16 FOR ANCKDAS TYPE & SRAC.4 'OR � " REQUIRED ! f '\ DauuAams wo weloo Flow vulAw". � . L_ I - � � I__ I _� I -1 m" Ah"R SPACMIS AW AM" Ea" DWAFNX - I � - .__ i�L. �_ � , I i_.. I - " A- ,J_ ��, : i - AM $0�IA= ON THIS SCHEDULE, FOR E.O. THAN I 4EDICATED ON WNW" REM ICE AN0404 SPACINO BY I L. CIO WULIKVING SPACW. SHOWN ON SCHEDULE BY THE ALTERbIkM 6-w ALIERNE B-38W RUDIMFIG FAIGIORS MR TM OPERATION 70 W POSS611� ALTE ALIERNIM a -law ALU N HAT R- M REDUCED WACM DIFFAINED Delia FACTOR SHALL NOT BE 55 I ff I RN A M 11 a AM "W"h'if,FAr " LESS THAN mimmum SPACM WorMIM MR EACH AFXNDR "'tIP111400", , T" go IN4 SUNDMIL k W" MOUNTIbw ,sofkA MOuffl= I !;�?�.!'Lp?,%. _Y.�, ll4'. 0 *,\' .. I I ... - /,� .A� SCALE 3/8-1- - SCALE Va. I' SCALE 3/8-1- `-'14% uj I - 0 . . ANONOR Tim -AmilMim- A =3 upoo. AV.' /�,� �..T! V�_�EN�� , . . , PLM 1 - i . N I LL 4 3 11 "I % votochy Hu rmw Zon _ e. , L ` EN '*%1(0 FLORIDA BUILDING CODE (Non High Yela"�R�v Hu conezorie) _: " a. 44167 ` FLORIDA BUILDING CODE (No 1 1, '_\r'Etill��-;!� \ LL ----- - FLORIDA BUILDING CODE (Non Nish :kN.- - , � Mw" .40" 51,00; 0.) - I I - oe . , v : n High Velocity Hur cone, Zone) (04 I 3 I . NMI 11 =*: ,memoftaw i TMQ UJIM, M FX f . P10510 WROW M. 11 z . * "ZON 10M M. T�. .1 I 3 !*- * . * 24 GAGE GALVAR12ED STEEL STORM PANEL z .1 ,4067 '. I 24 GAGE GALVANIZED STEEL STORM PANEL Meet &I :or z 4 GAGE GALVAHIMO STEEL STORM PANEL Ifteftl 5" < I tJ2 I : - OFAWN Fir 1 . INSTALLATION ARE ONLY VALID FOR A.S.O. OESfGN '. * E � ' STATE Of _ NVAL WK Walla 0!1w "am _ A,S.D. , "4; 07/27/2024 z . �1_11, Oz� .. __ GLOBAL PROTECT _03 - a - GLOBAL PROTECT] WE.. PER ELEVATION ON 1z .. ATt, ., . / ,. � GLOBAL *Ot LENGTHS AS PER 0"ATION SHEET 1Z I ..... /T1L1_EC0.,. \ 5, IlNW . OFF, - i - �E�_O_i, t �' I is .1--_�y PRODUCTS, LLC -/27/x" PRESSURE RATINGS (P / S�E�IT) AND PA14EL LENGTHS AS - 1. __ DESION PRESSURE RATINGS %,s,f) AND PANEL . __ - I IF �_ 61�___ ON PRODUCTS, LI.C. ` WOOD __ IN :� �,__ ., "WN1111w ..ptoRi'D " "11� - - AQ, e, ft 3`w== . UI � "WIML"'Iff NAL, ;�' .._�_$ft R &_ %M! =1* z ___.?_l/iL - --v.ii-- - a7ww, PROW, Ot-)M-13-61 1,A)LI (11u)VIO-aw 20-175 M ?ft 2, W/ SPECIFIC '. . - Ow PHOKID 650W-rJ46. FA. O0,4140-01W 20-175 1 12 ��>f/ PISCRIC (W3027b4e� FW (04)1111114057 20- i 75 DENSITY OF 0.55 OR EQUAL X � ... n'. ., , Q __ _� MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC hillimik" , I , - _-". N -1. . . . _ ---- -- cl-OD"719 I it I ..? - I- oftmew. �. - DENS17Y Of 0.55 OR EQUAL. - DRmNPa . < 3 'Ir I 6*1 "'If"we rA_DDwl CA-0014719 -,. _ _ " W�__14_0 12 _ _ '14111111�1; !�',' �, I I PX_ 91:11�/Mn PC i #I0 I I -.&.- r, �N, pl� "'I'M N.i.- - 1� � ARM IS Of It __j ...... _____ = Z ti. I - a-_F111"I"MOW =&Lu I a- "FIFE SAFETY INUALLATLQN DETAILS FQR WEE S-AEETY PANEL INTO WQQD STRUCTURES k ',�1/4'0 TA!!Oj � _ 11 1I.TARCOIN O.C. O.C. -z . /'. _� 7 'ICII TAn O.C. Ii i; r 1 If ' f 1�, I � -"L j� 'T � ,,' / ,,� kiiN : 1,,. �': 1 . , I = �... I sue` 7r,am%,-I;-:a�.a,IrL--Is. M"IN tf II:: it ; __ - - . �`:` .(SEE aDATION I -- I __ " S. ...�_ -- L_.L._,_A 0 -_ Ll - (SEE ELEVATION I " _____ - I ,._=�_ - ___ ,� PANEL UNG1111 I v M_ - *_ S• PANEL SHEET 12) .1 V mu. 4 � 11 � i : PANEL I I � (SEE UVANION L- I - L* MAX. _.- - - :.._:�.- I I (anti -----_.._.1 - ON SHEET 12) it "t _ I LENGTH I Ir.._._ SHEET R. .� i ; s i I I 11 I Yin. --- I " TO CLASS, _+ , -, I }'ram. ---� L12 � "I lol. mom. . I i. . � ; I11__SEPARATIO* - - - ' -� LION-- I. TD • 4LI ..,.;5 r �... E0. .... rf ,11 "I _.....__-4 "�. ,..3. 1 ..-I-" �': . ' 1/2` ',� .- . L ',�;_ LESS A. ro-IN0, NAU-MOUNTIM iMminume, WALL 2 i �% STATE or i * i * - - z 1. INSTALLAWN ARE ONLY VAUD FOR MAX. PROTECTION _.�...:.. - . -11 . _ , "a" Z11—T Z FOR NEW WOOD FRAME CONSTRUCTION9. , WOAD. Irkw Yts"w a ZNMAM a tl% "40R �� nwy A, "a Awe fi ... #--�: �_�'�- 11LIECOin PRODUCTS, LLC. " 2: FOR NEW WOOD FRAME CONSTRUCTION.. EMBERS To BE SOUTHERN PINS Pi err to m r w. SHEET NO. SH 1.4 Ti sT. IR EZf/18, EZ1 VV/18 AMCHORE w SECTION Ell & ALIEPNATNE t3':IIN ON SHEET say"--" (SEE f (SE£ NOTE 2) -lt 1'Y//'LJ 0NLtTE 4) i.. EYtRxY' S,Nr.$------'---`•--ry--•-- - I p: iffy ajsa m ALUMINUM -' - _... :-_, -C'-' t - _-'• ..POP RIVET.- * LA5T PANEL(DTO BE INSTALLED AT EACH OPENING SHALL. ALWAYS BE O O I 0 O { o o C j L O O ! b, I l PROVIDED Wf REAR MAN DUE TO FACILITATE INSTALLATION IF INTENDED jj ) 1 TO K I'MAL T� 6ROM INSIDE OF STRUCTURE, i �q12 ER , i t E. i I I i ) { t N .. .,. .:._ - '..f.,.._ „. .......»».Y I (1) (t'€aNITILif'A f1F ccRfC: 2oOO: E:•'2 iW4G STORM PANEL SY`SYEIA I I I (EMU PANEL%. { (ItdTERIDre-..PANEL) (INTERIOR PANEL) 1 (INIFOx�.2 PANEL) I 1 (p`N'D PANEL) f {MAO COPdS1ST1NG Oi ?AN[L s Gpnt. 7RaCLtS TOT' ?c BOTTOM_ i SEE NOES 2. 3, b 15€: N01€5 a; " '# e i (2, END, PANEL_ SHALL A.Ys' BE CONNECTED RO Bot-.09 "FLACK #i OTHERWISE A ST0.1' rs4 rEmALi 8E PROA&ED AT TOP OF SUCH J..t i j 3 l 3 "' i s nAN€i.. LENGI){ PANELS, , i 400 p.E.;, I ) i ± I I - (3). #F END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNELTION I t I{ e ? I ..: ! . I I. I i_ r SHALL CONS'37 OF 1 /4'S-zOMaJ4'- M.S. W/ ?}6'AMS/32' WIN(; _%LTTSI PANELS LYf 1!40-20x1' i ?atLT OR 1 f4"Ex3/+" uJn,. i7iUMBSCREW INTO RAF°PEIJ f?C#il0Ai S:S..s,M . 3lss W, ➢C .A { T,. LOGA'+WN OF FASTENERS MAY BE ,AT EITHER, OF ? {cs`E SE'C'fOH, As ANNUCA200 MERIOR FIX,' PLANTS Or END PANEL. I I {{ I 11 I1 J-11,' Li (4)- IN .CASE TP+AT. ENO PANELS ARE NOT CONNECTED 70 BOTTOM ! _(, -_ f -`4 r---.T TJ No Y 'TRACK (i.e, A SOP BAR IS ONLY USE AT TOP) AT LEA;r° TWO f I t F t $ [[ ` } ! f j: PANELS SIik_, BE CON.NEM TO BOTTOM TTIACK USING SPECS f �1 i� T{ 11�{(L��tL-IL !! 1I 14, t '-I -i f€ i f -[ '�i�F_`y.,.. .' ."'_.. ..i"_,t�...('.j"�`�>. .I._. ". !: IINDOCATTM ON NOTE (31 ABOVE.. IN SUCH CASE. CONNECTION IOf - J_LLJJ_.LLJJI L.L. JJ�L-'LJJ1LL-1 L1JILLJJ_LLJ-11LL1J_LIJ J_t1----.-i _.__-- i PANELS TO BOTTOM TRACK M Chu AN. PANEL LOCH bN ,i' PIN, I SET: NOTE 4 _...", ,,., 3* aavx. L.. Min SE•'E 3 f7rYW°U -�`Ot€ 3 I° WN ';i" dNaTALtATFONS ONLY VAL)L' FOR WINO ANCHORS $PEED UP TO 170 (SEE SECTION E21 & ALIERNATWE E21W ON SHEER IN) EZt/18, EZtW/18 YPKAL ELEYATIQN EQR SERIES2000 E-Z HANG s O M EANE' I SY "i SCALE. /.• uos. GM" ;.6e7'(MR rnt7;AP .f 1/4' MAX- W '// JE1"e s 7l/ P fi "" A 4 1a t}#Iltt i1NJAlE1(* SCALE- 32'-1' Q�•' EFLORIDA BUILDING CODE Non WI h Velocity Hurricane Zane) GS¢tD NLYr"�I, XK. T.P. 44167 z 24 GAGE GALVANIZED STEEL STDRA PANEL a: "f1•., STATED ' E C 0 ta,.c GLOBAL PROTECTION PRODUCTS, LLC. 4BB =Y. 41T ;�cs''•.C(ttD�.• r�L f.4° 1 E FL JIAfb a1T-tag wMws.56511$7R-F6+b, rNti cAxikaa-DrA,. A4jr # FS1La2.' TIARE.'"hlrt Ca-oaoe9ft '^• w:a seesaw art a* -"tea:. w.NILFi A iRVr i�.. Tl.r. e4 n-w illirttfllfll\ 44f SMELL fi # 16 Er lGir JEERING ENGi114EERih1Gi EXPRESS PRODUCT EVALUATiON REPORT September 162020 Application Number- 17089,1- R2 EX Project Number-, 2041543 Product Manufacturer, All American Shugera and Glass Manufacturer Address: 1540 Donna Road West Paim Beach,. FL. 33409 Product Name 8 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation. This Product Evaluation Repor t is being Issued accordance with the requirements o1 Th e Florida Department of Business and Professional Ragulatlon (Florida Building ComILT}sslun) Rule: Chapter 61 G20-3,00S, F.A.C., for statewide acceptance per Method 1(0) The product noted above has been tested and/or evaluated as summarized herein to show Compliance with the Florida Buikkg Code Seventh Edition (2020) and Is, for the purpose intended, at least equivalent to that required by the Code, Re-evaluation of Ibis Product'shall be required following parfinerd Florida Bulkfing Code modil5cations or revisions. ' Substantiating Data: • EMD1JCTJFVALUA7TTBNDOCL1f,9ENTS EX drawing #2041543 filled "24ga Galvanized Steel Storm Panels (HVHZ 8 Non-HVHZ)', sheets 1-8, prepared by Engineering Express, signed 2 sealed by Frank Sannorda. P.E is anJntegral part of this Evaluation: Report_ . =REPORTS Uniform static Structural performance has been tested in accordance with TAB 202 test standards per test report(s)'BBT-ASG-17-001 by 81ackwaterTesting, Inc. e missile i resistance tic. o arts ce has tree in r nce with T AS Large impact and CYG loading p .mean n tasted aceo de T 201 and TAB 203:test standards per test report(%) #BT-ASGA 7-001 by Slackwata( Testing. Inc. - . STRUCTURAL ENGINEERING CALCULATIONS Structural angln"ong calculations have)been prepared which evaluate the product based on comparative and/or nations] analysts to quality the following design Collins: 1- Maximum Allowable Spans 2: Minimum Allowable Sports 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12"' AVENUE SUITE 106,: DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM ENO1NEEaIMGEXPRE63.=COM ENGINE eRINGEXPRESS.COM ENGINPE RING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Sts^Di Storm Panels No finer in allowable:stress as en in the design • of this product, 339'P ease h be used. Separation from glazing Is oat required fat installations. outside at wind zone 4 and essential facilities, Impact Resistance. Large impact Resistance has been demonstrated as evidenced in previously Istad test Tepod(s); and is accounted for In the engineering design `of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the spen schedu)a(s) art the respect" Product Evaluation Dociimant (1,9. engineering drawing), Instaliat►on This product shaft be Installed In Shia compliance with fis respective Product Evaluation Document Ito engineering drawing), along with all components noted therein, Product components shall beofthe material specified in that product's respective Product Evaluation Document {i.a, aneetin9 drawing). n g) Limitations & Conditions of Use: Use at this product shall be In sh ict accordance with the respeotve Product Evaluation Document (Le engineeringdrawing) as noted herein: All supporting host structures shall be designed to resist all superimposed loads and shop be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a sfte-specific basis by a registered professional neer. r All components which are permanentlybed shelf protected against corrosion contamination, and Other such damage at ail times. haste a 1 be p 9 This product has been designed for use within and outside the high Velocity Hurricane Zone (HVHZ): R�pa{:tfully; r' NRq Vr� 'kRr•= p 4. Drank Flennard0" PE ENGINEERING EXPIREse 4PF0046S49jCon Autll.- 885 160 SW 121" AVENUE SUITE 106., DEERFIELD BEACH FLORto A_33442 (954) 354-0660.1(866) 396"9999. TEAR •ENGLNet AiNGEXPRESS.;COM ENGTNEERIkG'EXpRE55,CCM Al HYLI U -1 GWq Y Si N.�LL P ErEHEIc •nw+.i-cX'W.nnv ,ems � � J '° �....,,,_. -. »F e I nv n,-;n c, Ewem 31- M 1 O N Fcr�EV q -I Ai r � 1 q T.T rt.lti: W rr ,I i i gg 3 w rS N Ms n„l �w eVJ 9Y ll P. 3' ,Tr � ,EN N - - , E m r J Y,I 1 +,P.I { E � r T,rzaY N i� ttl- rJ. - - f I:b i rrr K - T• `� {.1 i. "u: uL_et .:t,.. §;q N..:s'*_:•Tarr ,., (Y�a Tom- w 'I w w IY ,t - EN Le til :l - , - f`- _r 2 ern r , u .r F I i ., 1 5 iia: vT+ li IAdUv T N IVY !d E, - .. vc.r im>fet - 1 - L.11-LUA1*YI v.�. ED v r-rr, d COL1NtrirLo00. MOUNT S[CTION h , }:SIR kR ear T Lu !c w,AI2 LL L "a,r Yf.L occ. �x 1 'r'I' PRIM II I Hj)IINI W t,11t)H i, l / rs r. .,Y�.'KT ei �''Y!iLIL`.. TI n: 2.CW:Y.TYOLJ M: ' A1 Y x V Y •+_a,av_'luli. O IL OQ 5=Cn0({ AFC.x .I^:. U'}O. �f lA N fir Hfry - b /'nl I A.r. {tl^ J f n5lFA t7- I- Pt4 �t r _ ..may-��ry�_ 11 O yU Arta. -r.r,: .rllr-ar �,wr.. nA ...c'iI_e •" _J. W rY. Y sr. •. -Y'' ][ F. 9S r'n4Nrcrrnnr- # �: . _D Y�TFrL>±: �.CP.�.I 3JI MM. n'H'rs. M1ti T YRL MAY VMTi' W1 Lu -r` W e G Y" , 1-Ln 1 u71 ^Y tll�l C IU L kY Its _Al ire. J e^ e_ u lea .PSTND ": rN: 4t :'nil{•. ��. :v: I: ,i •h I,I.,:HIa.,. ,n, r3x'rrc•Lt �uul r� QQ - v L IMF �' { K f >'E .. R ,Les-R It . r y Sill., orrll. rF .:S VC 16-:LYd I..ypg � k,I. nor Cx rx,c. -i-'rn N w Ibr � P•R:. mFrRR16NLW(NNMarLO H. L•„ Cc1: T 1Al AFL. ;rim:' rw,ar - :i-'1rtTi•e,l 20-31543 >aI VI'LI „'uu T.Wa-C .' JILnM.. lF.l'u y]IEi,ui F -,, tC oY,V iWt,F �-0PTIGNAL?OP7BUTTOM CLi3�URE pT�Lf P, 'CAT^.I T'f+F - - 14 'wk '9-3, 112 nY`HCF ^N TIN �L (ir fRl(•: r'. I:'E _ 1•->,l<_- 'Ilrr' Ir i'.'.'i. g F..-w.. aP Lyn r-L:+I c NrinisnM llrcIINI *,s frlN - 1R'tIRE � 'F` IRh,KjY)rNt#:I MniANI +{}LIIUfi U INSTALLA119N 12MIL2F -Z HANG STORM PANEL INIQ POUIRED QQNCREJE. CONCRUE BL-OCK ANDT {,xI571NG P011REO -CCCONCRETE _ fji°e TAPCON BLOCK # d�Cd.IMCO. / / ., 1/4`0 iAPCON 1 "' T4xt' HIX HEAD TEK WDOO NE137EN - 1`+ti ..- �•3 �14i1' HEX HF/'D ITY 4• FROM e .,7f�;P� jI EDGE (y/ EDGE OF I f'RON tffQUIRED - i OF :__4i i5 ` I ` 0 /fit% '4✓t. i ._ 2 E.D r,.xi Yin 3 1/2' r }. i 1141*-2a,7 .._3L_. _ __ _ ss eaLWIWrsfv L_1 R L,.,f I I AUDI; Al eA. a"R A 2" { W TER PrMI ' ..,. ...:.. f. :- a '} i 7' MNt. d EX75nNG N QP GlA55 3/t8'P Etg57tHG R. SEPAHITX. - J/taY GLASS ---u. t A:.GMINI/1A tvOF ,''.. GLAD TO GLASS, t �iJ .Uoz. POP p i ., RIVET PANS. LENGTH # iM1-31HP _.-..)L...>... g - MAX VEG � * � _ -..- . t .. IyS¢ -�_.__._.. ._-___t PANEL LENGTH � '4r _yiiy.....:..:m..._...1/'S...r-.,.,v, I a i A 0 1 Min, f SEPARATION- 11 V WIN, I p ` .,.1"JH 56z„Fo W : 10 GLASS. I fi OF 'L' 1i / P ama" DF=L7 t TMUMaS,""Rsvl t t t R I 1 E M� 1t i flew. - -: _,.„. flp�p4 „•..-:_,.., I '�/rr- E "-__-£ ELF -.'.Cv:lsi'e 7MCdk ANCHOR- �• 6 12- O.C. i p 1 JA'b 7APCOM_,„ 3 7 ._.E;J571NG tH1UNET7 i 2"'� WOOD ANCHOR- 9 12"-25kDRETE ORVE3ilE CONCRETE BLOCK `f RE'(YJIRED:. v tN,d� A10C�tiNG4 �Il MQl1NTINO SECTION "I ALTERM&TIVE EZtW SCALE 3/8=1" SCALE 3/8-1` +L{i41EpiNIy/P)INIAyx y,j�H 1I1 i}4i �CEN FLORIDA BUILD14C CODE (Non High Velocity : Hu one Zone) _. MIN. PANEL LENGTH0. AI�1 "s.:. ers2o nLiEew. HIc.. r.E. SMALL BE 2`'-6' , 1L• = -.. 24 GAGE GALVANIZED STEEL STORM PANEL. ORMON W_ iNSTALLATdtiN ARE ONLY VALID FOR MAX. A,S,O. DESIGN ; * = - 1. tk PRESSURE RATING •t/- 4DA p,s.i. AND 6'-0' MO - � �� +��E rr�l��°°°� �,.• OBAL PRDTECTIDN PRtiDI1CTS, ITC. ,. PANEL LENGTH, STATE .. ,�'- _--= tii.lG 4sv t,Na a7l"OrD a:. FOR WW WOOD FRAME CONSTRUCTIOW WOOD '^; +J,,E:. LpEi10 ,. ;gwj,�,r CN r QNAA v •dx ae A±' stRLi' OaYt :MEMBERS TO BE 'SOUTHERN PINE No 2., W/ SPECIFIC i ....,...' A HY saw ai..z. spE. r# Mfg' +PL JY4t4 N` * w eaN "Draw w.. ; .n.,sai Pry lean z R'-r..ca a"z (W)Ra-R7cr 20-175 "/{'31U�.L "` DENSITY OF 0.55 OR EQUAL. - GI•OW6lTi '"@> .tart ra.- -. row m P+. IN, t#NINrpR1 3".aRHANATJnn1E 'MA A hlln x_ P,E, tb ra-ua erEJ - r -1, 7 , it SNILi ka VP 14 ALL AME'RICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZj TOPM N (CONN� PE.-T LmAx AS' .REID) -. ` ISPAN ABOVE B57RUCTtON)=. I BOTTOM _ 1-j4DUNT (GDNN TYPE �� AS REQ D) �¢x -OB=-(RU z CTION N MAY V RV O Y A } BOTTOM MOUNT (0)NN. / Luna,$ TYPE AS RF1lb) (SPANSELOW OBSTRUCTION) PANELS MAY8ENf2TCHED45RESZUREP GPTIONALW'-ZO5TITCH= BOLTS IA prNCH10Rs,ARE S€P WHiI+H SA.TtSFY NUTS FA:$TENEDEG SPANS OYES BELOyJ.OBSTP•UCTION, OVERLAPS N MIDSPAFI(USE APPROPPLATESPAN TABLE) 11 VERTICAL MOUNT ELEVATION NOTCHED PANELS j N T.S, ELEVATION ALLOWABLE PANEL. SPAN & GLASS LL S SCHEDULE: SEPARATION 24 GAU PANELS GE MINIMUM STORM MASAI$IPAMINI NrROM 51,4S$ h+ WIND 4 TI F NIT NOVIC, ZONE & E53rN Fl AS fE3 I MA%irPiLIM , DESG N T FATEN 'CiW INiIALLAit4'INSiE''x5 rNSTAUAnCR'I5 rR. i ALL AEU. PR ESSURE (Pit I THA 3' £ G TN 3 E GRAD PA N N U AP.Ov sAa€ AN A ASO'U £ $ N C NPi I lanai L 6 13033 N i5.O6 In 2.161. 6 In L16IN AE i 6. f 6:0e xn. 2,35 An 1D fi n IS T ACCFJs OR ESS THAN OR 2. "PAI CONJUNI (-P-TRA O,C, PAN ALL'H"- GLASS SEPARATION NOTES:. n V AD DETERMINE E DESIGN LOAD TO R INE AN i POSITIVE UM ALLOWABLE PROTECTED IN MUM A ABLE SEP TION FROM THE OPENING TO BE MINIMUM LE SEPARATION T I 1. SCHEDULE FOR USE WITH ONLY BEEN xin RWISS iiU!, OTHTIVEERWISE INTERPOLATION BETWEEN LOADS SS 0.CCEPTABLE" OTHERwLSE USE NEXT HtG'HFJL BE LO tCu.Wi LOAD 3, FOR INSTALLATIONS OUTSm1F*f THE HVHZ AND OUTSIDE OF ESSENTIAL T fi SEPARATION FACILITIES IN A5TM wIMO ZONES i rtRWGH B. HE GLASS SEP .ION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED. OPENING IS R IRED, MAXIMUM ALLOWABLE f , "u;k 4„„" DESIGN PRESSLiRES: �.,,� 3tt!'" I«mod •wra.' AS NOTED IN DESIGN - DESIGN NOTES: scHuLe= r POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL eE DEfERMINFD PER GDWEER� {N{yyG GORH THE RpIQE9SURE R,EW IN UI+}Eft1EIANCE h��IS DETERMi.Eo IN ACG ROANCE WS IIIETA D CHAP7Et1 1609 THE FLORIDA BUILDING CONWBETIVE ,LUSTHAN QOF TOITHE OP.STE� CATACTTYYVVALLES T UIVE P�PESSURE HEREIN FOR ANY A85EMBLY AS SHOWN• GENERAL NOTES; a J. THIS SPECIFICATION HAS BEEN DESIGNED AND SMALL BE FABRFCATFD IN ''- ACCDRRppANCEYttniTH U EMENTS OF EFLORi0A BUILDING CDDE SEVENTH E➢ZTION((711mm}}nFIiRIEIN51F+E AND OUTSiOE'OF TTHHE HVANI PERTf S20b202,AN02D3TEST1niOT0(O L$. t'r CONTRACTbR SRAi.LINYESTIGATF D CONFO L ALL lADSAL BUILDING £ODE 0.MENDM£NT$ WHICH MAY APPLY DESCGN LR11ERfA eEYONa AS STATED HEREIN MAY REQUIRE ADDITIONAL St(ESPECIFiC SEALED ENGINEERING. b O 2_ ROEINAUAVlABLESTRESS HAS HEENUSEDIN THE 'DESIGN OFTNIS SYSTEM, k 3, THE AROIITECy7ENGINEEROF RECORDFORTHEPIMECT SUPERS,TRUCr'U RE VJSTH WHICH TNF50ESPS Sgg USEODNALLaE FESrrcIrI 51OLE' _ L FDR THE FNTEGRITy OFALLSUPPOR7ING511RFACE6 TO THIS DESIGNWHICH SHALLSECOORDIPA7ED BY TH EE PERMITTING CIxd T TRAC OR, SEPAR TE 5[IE-5 ECIF 'S EN EERI SHALL e R I 4. A P L CALED ri[N fIG SH E Eyll1RER q aRgER Ta DEdIATE FROM lQDS5,,. DefLECiION0 ORSPANS t: _ e CONFAtNED HEPEtN.CON7AOTTMis ENGR(_ FOR ALTERNATE SPAN GALCULATIOtis As C MAY Be R LTREA 5 THE DETAILED fI6Rq I5 GENERFC AND DOES NOT 1110"0E' INFORMAT10N'FaIs AePECiFtCs EDR'S17FCONDIYIj1NS OTFFERFf{T V C tl FROM 1HECO NDITPON5 DETAILED HEREIN, A LICENSE0 ENGINEER OR' Rk-G§TERED ARCHRECI' ALL PREP ARE s4TE SPECIFIC TIOCUMENIS FOR USE IN M UNCTION Vn THTilts DACUMMNr 6• DE51GH PRESSURES NOTED NEREIN ARE•BASED ON MAXIMUM TESTED PRES$URE5 DTVIDEO aY A5.. SAFETY FACTOR : M 4 7> A/L FJSTerd@RS Ta PE y.'W7 oRGRRppyyTfiR ggAEGRADE S U)&gLss NOTED C)THER\NLSE.�FASTENER4.SNALLRE CAONIIiM•PIATFD OWE - SSE ND THAT FROM 8 1L a D0£u1mauT E AN OFTI).LABEL VISIT ECALG IQi315d3 $r�. +ki „h x-Emarl� Se"NEb'SCUa4h"PORE �. F'�i."WRbNALiRANg, r@PtlR'IssP€WU2CQ MINIMUM ALLOWABLE SPAN SCHEDULE -. TOPMOUNT yy e 3$ b # e C Tt E R P Heeds# 0" : P 23' 2 2S aa" 2 d' 2 ^ ar g•. 8UHU4N'U'Pia4d.r O" D" O' 27' 24' 25• 22" 24 O' 2 4" 29`. 2s" 2s6 Fr.AdE zr 2 25" 27"5, am o- 24" 2T aa' xr" 23" tr" 3a" 1 JO' 2° Jrr NURdgut"'F"TYAd# 24" : 24^ 24` ° 4B' SO' :z9' Aar 24" 3Q" T3'•.. ` liwic F 23' : 35' 3T" Sir 52':.30' 5P 3t` 2 Nun - (Ma MiNIR 22' a2" 22' 1IV 29V 3tl• IF 2H` '.ray ir^ 31' a E. Dwrol Mak471 24" :. 2i' y� 10' 4s" k "U" Hag 1 O F O' 2i ZS 2F 4' t1' 24 23`..2a'. F"AP TI 1_ a I.T' a 4" 3O" 4 B 5C 2H" A a 3 A" 49 5 53" %Teri SiN NtaiAd 23" 23" 23' i1" 3U' Jl it 30` 21' 3rP 14" 3T 'C' TrgBl 28° 20' 29' 33` 5T xx'i" 31 51" 2a` 53• 5a" rf irEME MUM RLL wr560.Ai c:..eiHUFi.m Oar ryFli.rcilHP Cahn aN^I T voP DN, BISE-tvY Nbi LE.h6r .. ,xss n a wsE Nodal PN 4HLE ARL,`Yf' dRE NDT r;.t"EPYAetk , HO EEfiA;A *10N FROM Loa La REZiV'r+ED WHkH aaMEL t_IkvtH Ic SPEaf4A nUN rHdr 4fJ"r'E'U Rib °:PEiTi4z.. lfG ^➢N Vr r+4 esOtMfi bHer d04 3 516E G3.�;JJAES R L rLEc PC,n 4:l Y3ui MIIYY a EH [lie: E 4 6v2- =fltrtFE S]FE L<1ME M1R_ U6E0 wr1'R MM.0 TQEG M.U, c? t04T7NWITEOUIME➢S NOLnl N A4"A U%, 4 f M, p Y -TABLE �.IESTD:E@TH«.g".{WSiI>pRW[fn,OUr iTnCH [drl"SA dN0344" nNE95,aetRH WPrf PANEL i NASTkN" £Ci .Z.3" GP 8i`4r,C. ak 5 M, H aricl 'I G_. tiro T : F"'P PANELS E"A IHW Nt I V .3PA""E?Nk Uti7['f.€'$ H4F UFO.L#11't Cfi`a11PE-. . OPENING IPEA CEfAYL'k'1+ U$IfAS ANY bY}aN?1i1Ti tCHbnI'3rt ^e}%YWN HI �r)REWINIY"� OPTIONAL NTERI f TENiIN " DETAIL 1" N.rS, A 'g s, Mdp4P,E SCkEW z- awl Ur wtNrJt4n♦ �D* gCotiHEx*6 A3r*gN «ipuNT e,'snusLnH ro boErasan PAxaELi fit ? MW t <carm nrE AS REDY,'r pPTIQNAL-EGRESS PANEL DETAIL R FAS'TMING - L OR e ;'1' 3,2$0" Q:094" 1--Z 996' 2 250'" "A" „ -r1-0 094^ 756" 11pp a 2E ge L,y u c,: - : D,094" - �.L25° 63I9q" - g n n $0.094 w I N Ye GA $$ TYP T A9b" - :1D'. H.� P R tWo o n �" i.- &9 2 D94,rN+: � �'" ry 1 a�G 14301,.. t 9YOu: O.t)62" w n� -I-c.� D,QliZO375. DES$".. � tl 125' � a•s t:. �N {{ a,pDo - L•.35 � PA30" -i 2.tNX)°-•IY2-0201 250": -I 2.00n" --I 2 D00 {- TYP 9 .-12L'• 1,18Q 2 j ,.,R�lttn�0� ur -U- Mom #o-t�4-0Ni DiDNiRF 5 :g 7. - 3.160°MAX. C.313" 1 SL t.560"�-"�1,56p" t 51O" ilts'" 33g7¢.65.5 9.3Z5° q.4gg22^" Q:3?6" 0 1 5 R�, 'h. I. - J)i, 0:179 -*' 5' @.3,9-" D.655 -I }-- U65S Q35Q" 1 QQ7 - �J2:5D0' PANEL.CIjYERAGE-+ %� �[ A) 19p, -qtl- Q,8,85 ' 1447V PANELLENGTH ,$ - PA�eL e.. ,nT: LCGD S45 7nR1'zTiarr ,. 0_. 0.25C A O 5 D N.Y11E .DES A9ff Q,Q9d il�.V`�2.1 ry�1 , pTVP- �!- 7YR. 2.4w.. �'L�` H,95R,D0 957"aUIL6-dT 'Y TRdCK .-.. •'F' mAr.N. Ck u^al W A E➢.:.'�W� qA t = O➢Ba NNJ: y ' D Y76" p- w D l90" 555" IF 1T4 Re' -+ - LEG FT T '„ : , HAY -lit i---�-OOD-�0.125 ... '.ILVI TI. REJFRSEa 'ryp d' �. .AP tivu .ta."F• A� NiNIIE-Tq,{CK.tEAlElloEnt 1DCO^. OVERLAP I MAX. 4" MAX, r1 L-DPJIER CL➢SURE DETAIL .1Ha". - I i J .RETIE Q MA , A L 3C F tL'r rrr n a BULID•OUT i f: nEl "eNlti MUllrvl I. INr llrinll rn..>1crm� u>;TANc E r , - 1.0oc' OVERLAP r.:us n 3,S2p" MAX ~ ]IT, MAX. MIN. S Rli Ai h...tI1Jx1 ':,Na:4 I y �• L. }+ Illt L4' 1 l PJ.v, t>fi A A..a• { '1 ,M of I": I ta'E CORPIERGL4511aE 06rA1L` - ,lr`.g"^;,,,3 r.W>'. EMBED , rrlx n . � A In; ' TRAPN➢UIRCLOSUREDkTrUL .Irtrl1 Ray r p-F'rLL3 ;r N r s ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS. PANEL FASTENERS fit L2.5" O.C- T y r IEEM E �l�II�' t>®BEM Im 1 MEMMU' MM. � �' on= CS'S�Li.t�` ' CdiIIi®1•Li�I.i.Y.i ®fi2iC2-Je® ya ��qq ®•" ME EME ®®®ism, / INS ANEW �y/, //i�'/y i �i��%/„/ %Mmm%%l 1/ f% E/ OWN// EMI I'13 FIII MfI IN{iatlK{1NF lnlgt lie BD E blig-rANCE r �ANCNON Y' '• MAk DES[aN rREsstlNe TYra PSF i lint IIP.10 a•rHNE 9N off di'.Ite Arl Ills Ii r CONN TYPE C]. Q C3 C4 CONN TYPE L`i CL GL C4 TYP -CONK E CS c2 i3 - "C4 a xrE 913a 1i M 23 IA I>rt'ItFW 41 :'125 r. 4 & - 5z 72 L 5 a 60'1. 60 Ida a 25 tb a 16 IP' 73 12 S' I6 A 6.7" a'ae 1 D tl d 16. 5H 1Z .5' 16 0 D, 15 i 125" ` 9 1 R D. 3 0 4 1 ZS I 0' 16. 0 L 12.5' 160 LA 7•' ESA 1 25• 160 ]N 6.0" 1T5 t25 lfi D' 1 O 4 1fi O'14.7 69 6p Y25' 12.5' 15➢ YES ➢ 147' SA 147" 6❑ 125'• 12.5" Sfia 147 6:D" SBV 147' 6,➢" � 114E 1 Vr CRIB¢,, 33 vl000tcftm 4i 46 � 51 72 1/4' x 3-1/4' [nlailT 33 T.vGRIP^C A rYu• 41 40 I>tYtlWNBaD 52 7. L2 s' 1S 0 15.0 1¢J' 12 5" 1 9' 6 121' ' .Q" 1 2 s B" tR 0 30 6:2" '125 0 1. 1fi 41 $]' I S 2 1d0 9.7 S6' 1 2S""160 51 L25 125 1t5 1a b' YES '1Lc D 160' it$ Irlo a.S ] 61 16ao 7D" 4' 56'" 125"16A 1T 5' 12.5' 16❑ 1b0 9a S.6' 12S '1611 H6' S6 125' 96" 56" l2.S' 9.6.51s" 3 B 36 160S.A.. 5.6" 36 ¢ 10,2' ' L2 5" ".. B. ' La @ 1 3 ILLS" 1 1 . ' ,r. 2 '..:i 9 Y 5 B 0 S. 2'•�:. L25 1610 1L4 12tS" ifi0 9,ill. 12S''' ]6a" 9.i°'. 12.5' L2 5 16.0" las- 160" ,Y 9 1215 a2 S' 160 1&0- i0'a'6"ER6H3 33 flH Pt HfnRMiIA:S:W 41 wooD'ASNrRC 4 N H [ 52 ?2 2 5' ib 0' a .fi 7. 3 i2 .5 155 60' 3.i' 12 S' SaB L2,4" 11IA' T,6 5,9 izs- az5 1 S' 15.4" S ,9 5 ¢' a: 5' 2 123 1 LZ 5' A. " 53 1. 2 4 " 1 2 6. 5 I2 3 7 6 4 4.25' SZ.3" 4.r' -0➢". 6:25' SZ3" ANEHOR NOTES- 1 ANCHOR SCHEDULE APPLIES TO PRODUCTS CERTIFIED, HEREIN, BU7 LY' IDES N U A T PR 4 FIE H N DN PROV MARL M ALLOWAB ANCHOR HOR PACING, MAXIMUM ALLOW BLESPANSRND RES 51NDIC' T D IN SPAN htU LE A L S A P SURE A. E Z ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXIyTING STRUCTURE MATERI & ANCHORTYPE 56-ECT'DESIGN LOAD GREATER THAN OR UALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATERTHAN OR EQUAL TO SHUTTERSPAN•SEL,ECT CONNECTION TYPE IIA5ED ON APPROPRIATE MOUNTING CONDITION iSEE MOUNTING DETAILS ON SHE 2FOR ENIITFICA SON OF CON EG ION TYPE •: E FA T N T Y 'PAI•gL FASTENERS"ARE STUDS USEDINCC1W�NCrii�N WITH ALL MOUNTING ESiTRU5lONS F'-T -STUDDED ANGLE ETC USE 625" O.0 PANEL FASTE ERSPACING TABLE VALUES FOR t RACK, ) N ALL:d°- AND "U'-HEADERS (INCLUDING BUritX]UT rgN01TION5) 4 ANCHORS SHALL BE INSTALLED IN APCDROANCE WTTH MANUFACTURERS RKOMMENDATIONS S. HOLLOW BLQQ{. HOST STRUCTURE $HAi.L CONFORM TO ASTM CW BLOCK 6 MINIMUM HdyEDMIS T SHALL BE: AS NOTED IN ANCHOR SCHEDULE. 7 M9NIMUM EMBEDMENT AND EDGE DFSTA Na EXCLUDES STUC CO,: PCIAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIMIT EDTO LI4" MAXCGk SHALL eEVERI FIED'BY OTHERS TO. 10 WHERE ANCHORS FASTEN TO NAMW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" MINI WOOD STUD ()4" EDGE DISTANCE'IS ACCEPTABLE FOR WOOD WOOD ST D SHA(( BE -SOUTHERN PINE' G=a $ O T DENSITY, G SCREW FRAMING).0 LL H 4 N 5 RGREA ER DE T LA R 4Y SHALL NAVEPH[LLLPS PAN HEAD OR HEX' HEAD, it REMOVABLE ANCHORS ARE DEWALT PANELMATE, ALL -POINTS SOLID -SET B BRASS BUSHING - L2 WM-UNE SCREY.5 SHALL HAVE I-" I i MENGAGEMENT- OF THREADS INTDTHE BASE n M , TRUSS EAD,O ANCHOR AND MAY HAVE EITHER APAN HEAD, TRI155 HEAD, OR WAFER H)<j{D (SIDEWALK BDLT) U.N:O:. 13, MMIMUMEMBEDMENTANOEDGE,DISTANEEEXCkIJDE55TUOCOOROOER WALL FINISHES: - 14 DE5IGNATEEANCkIORCONOiftQNS14HICt1ARE NOTACCEPTABLEIMES, 15..'Ic DIRECT MSx1NTING CONDITIbNS: 15 LINEAR INTERPOLATION 15 NOT PERMjT[ED FOR USE w3TH THE AN - ORS, H,EDULES LF5TE[t:13 TF45 SHEET, iU Isrr put ,, tdla5saq t ni ,�44 poi Q U W Cn m nW' rW i _*__J U) V / CIO i^^ram U O M� W LU z z Z Q J d SHEET NO. SH 1.5