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NQ� � ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fined PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orAH.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Cirde HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer ILL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise CIS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR, Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO T PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. I = 17= INI INI Jk lit W 1941 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1 °1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 6 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 r review all the information contained in these documents, prior to / �/ 1 the commencement of any work. The Designer/Engineer are not 9 , Q responsible for any plan errors, omissions,or misinterpretations �j 4C undetected and not reported to the Designer / Engineer prior to v construction. All construction MUST be in accordance to the C 0 information found in these documents. Any questions regarding v the information found in these plans should be directed to our (� s Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without Gadvanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the lagreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. -_ CV LL no o c C r W CD 6 J C 0 Q ca 4- ,.tt��t9iife€ff€r/frf , ti °• .•� J ••CV � +� ••J Ci �J `i To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v EE p N 8 IQ V rV 0 N N O QN S V 2 ik LL LL W LL ll Z 0 SZS J a Id ca m °' o v W r A O, 0 m N W ��pj m w IL�Z 0 M Z Q F F- V N o cai 0 Z W ❑❑ V M � z N z C' z a v J a N N z u- +-J � w W o a J O LU s In c �N U) U t-- —' E t 8 sit . U o Q Y < • N OD r— CO W M 2 0 S o � E: U H 90 R� ❑a U� oU Z C N M a0 as Wz i <z mo .�-. r� N C z� Z in Jy r� �Z (D> CL� of at/ W CD 130c0 � .2o > (� � LO t LL (0 C)� M M Cr O 0 m m � al O N O O N LO T Q L r E cy) o Z Z E O M N �° a E o 0 °� ai a o JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. C S 'S v m rn v r cn B M 0 J L0 -t co Cr S m v t 0 O J LO LO U) 0 C 3 H Q 91 N E E O x v a� Li B E 0 vl 8 .o i a 0 0 S J r.r. N un ai c 0 a N N u-, a 0 Q m v' N cc, n„ VJ -V 55'-10" V-7" 7_7" 3" VERIFY METER 1 -4 A LOCATION WITH 3-4- BUILDER H.B. 17 F------------ fio o. �o 6"p---- pr R&S ---- VERIFY LOCATION ELECTRICAL PANEL NP O K I I OWNER'S SUITE 1 _ ao W. I. C. O 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION I I I I I I I I I GARAGE OPENING 1 `' 8'-0" CLG.'°6' tB _ °° ; 8'-0" CLG. WHEN REQUIRED PER FBC I I I I - - -I. - CARPET _ TILE -_ CARPET 2 CAR GARAGE z� ow l Do I N 1 T-8" T - - - -+ - 3, O,r -- T 7,_8„ cn 8'-0" CLG. 20'-083„ I78,J 1. _ - - 31 10r 2668 I O I I I __ 2L HANSON EDGE OF SLAB 2" � I p I I I 0 I I ____ �_ BOX @ 36" o r roqA.F.F. BEYOND WALLIIIiDK60"x36" hDRYER VENT F I WTHRU SHOWERI ROO I >O --- ao G 00 S3 (3) 2x4 #2 SPF w/ SSSNDTT2Z @ BASE D T TYP @ 1 STORY A 5,11s, I I 4'0"I -- - _ -- -- -- - I I 1 I I I I PT.W OPT S3 I 1 I/X - I � NOTE: FINISHED WALLS TO BE M- I I h �' CD AHU _-j $= CLG. I FLUSH. VERIFY IN I I I FIELD. I I ti K C D 1 lub - S3 (3) 2x4 #2 SPF w/ 3 G.T. _ 28 8, DTT2Z @ BASE rU) ' FAMILY R M R.A.G. - Cl) T T o O ^ N 2:12 VAULTED CLG. 9'-4"CLG. OL - - - - -- I I -- 3068 I � 9'4CL= I O I ENTRY 23'-8" T-10" 7'-8" 10'-108" in - -' - --T LE ---r -- -6" -3" 1 1 8'-0" CLG. a HDR AT T-4"JL ------- R&S 2668 'cc r°° 2668 - - - R&S 4'-0" 1 V-7s' 6'-10" iv 4'-7" 8'-8" i14 54" Cl) 14'-6" 5' 4" c'' N I 7'-6" I 5068 B.F. 4068 B.F. - - fi.... 1 I OPT. - '---------------- w---� =-- �------------� - - - r o PATIO CAFE REF. BEDROOM 8'-0"CLG. o- 2 "' co =� W ��_ T VAULT. CLG . i ,� Z) D W. o 0 CARPET BEDROOM 3 �' -P A BEDR OM 4�� 8'-0"ICLG. w o N Q I I _ 8'-0" CLG. 0o uOj CARPET , O oo I N > U L _ _ _ J •3 I _b CARPET I 8 i)" ;- I 2" CA PET v I'' Sill Kv�l ISP 21'-2" - - '„ 2 I r 10 -4 ,- 1„ 10 4z _ILE.�� 2 4' I 5- 0 11' 0" - - -- 1.11 2 M _- VAULT C - - - U.: I xf I i °° T14E -- - + N -- ---1 -- r4Y w PNT F T L r ^ 00 I I 16- } - C7 STORY c� i� 36 ]6 ,n� <C I FIBERGLASS A _ _ I v i - - - - - - - - O r 5-SH I SURROUND ih 16" DEEP r H.B. EGRESS EGRESS O A S3 O 29'-8" 15'-10" 19'-6" 4. 65'-0" we 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 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20X38J 184X37i S.H. 14 20 X 50 J 18 4 X 50 S.H. 15 20 X 63 18 # X 62 i S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 11-13 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 J X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 364 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 i S.H. 33 54 X 38 J 52 J X 37 1 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 0 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 1 +29.7 / -39.7 WALL LEGEND 'IIIIIIIIIIIII��� - .: 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 11131" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 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 FLOOR PLAN E L E V B 1 EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: Y4 r=1 r-0rr (GARAGE / LIVING) ti !V C o N !, _ L. y< am 4c= C :i3 ✓' _ ;- (U o O O CTJ W �'���,I,t1iiS�iE1�✓f t����l �Wt �NelN • �i ) ESStO To the best of the Engineer's knowledge, information and belief, the structural plans and sperAcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is Doty for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Q o co 8 0 Im 0 in OD N r - uJd- LLdYJ NJO cnv�w r' 0 0 LL C, W aO W mN Z 2 Z a CO Z N L)OU R, ML W U ❑❑ C7 � Z N O Z � J Wv) N z a o W o a u O W s L c y �Ln U d t 8 U 8 Q o N Ol o �W Z LL- E E wo -o }� z® wz ti oa Z 0. C O C &� �z 0� az 04 o ¢ W 0 ''o rp Nc -zz W Z Cn J m ab a fZ o OLL Z ao W Q U 3 cg a LL_ WU =� 7 -! _i $ i NJo v °zl< 3 O L ! v QLO � MO M Y Cr x C:) m mLO T O N M N O� E c � o Z Z � E O y B C a E U 0 w Q p = � JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET 00 O O Q Q LL O M 04 cv) M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET t TOILET PAPER HOLDER CD CV FIN. FLR. a KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL CD O O `n o d' co SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS O TUB 0i i ;.. -92 I(.0 SINGLE ROD CLOSETS/LAUNDRY 0 ih ri O CV OPT.' REF. O KITCHEN 16" FOR LINEN 12" FOR PANTRY O t` O Co 4 MIRROR OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 30" H UPPER CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT Ix o o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE - o _ CABINETS 00 00 o U- rIN r- n r LO a C° 0 2x T } L T 00 FRAMING O - Ch 1/2" GYP T' `Y' `r N CV c? CN BOARD FIN. FLR. T FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=V-0" 1 csy r. O 04 N '� iC O C- G Q - < m �V ry -- iIL i C 'n O O EL'RW st M U J cry OFSS,O. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E 0 a $ o ci c(D' 6c'�� G 00 CD 0 NM W N d C Q J W LOU MLLi� -ern o C103ZN s m� W 02NY, o °'Z W � m J Z 00 N Z Q ZN OU W ❑ ❑ Z N 2-7 � ¢MO z Q Q J — groom M N rzrnn V O 1w V W W U o_ wg N in U r--= E LL'RiJ 2 8 �s =g as U 00 us N U • s C �w M 0 Z LL.zo �: 0 o s > =® o Co t'•" Cd z gU % U oa U p U 'H z o N a� ¢z .0 n7 N C - 0 F O zz z J a ° <w z to N 3 a 0 ao NW W C> 3 ao OE �k �a 3t o I w� >° cfl za 00 1 3 IO co ry, LOLr) m cc cc CL F— L co O � CM M Y a O O m m V) O N 0) I � N \ C) L0 �— LM T E � ° Z Z N O H 0 ` a.a 0 a o JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 2 3 m 0 R o- Np .AG 6Q O J Uj cI 0 I m L 7 0 0 �n 0 C 3 QN N N E iu 0 c L� E v i i a 0 U J W Li tz LO 5i G a a C=)0 M LO 0 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL T.O.M. -- HDRHGT. 1,s,L_________ TEXTURED O CEMENTICIOUS b0 bo FINISH ON C.M.U. Zo (TYP.) I F. FL. 35 SH 12 5� 12 5 12 12 �5 IL L L�y� SHINGLE OR TILE ROOF PER 12 COMMUNITY SPECS - INSTALLED PER �5 _�� _ r-�T___:—___ TT - MANUFACTURERS SPECIFICATIONS �—�- 1y=— 14'-0" RIDGE VENT 0 .: I imimimimimimi +3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION — B1 12 ;�5 7'-0" RIDGE VENT SCALE: 1/4"=1'-0" 12 �5 ----------—-------------------------------------------------- — ------------------- ------------------------------------ --- 1'-0" 1'-0" 3'-0" i 25 SH 25 SH LEFT ELEVATION — 61 SCALE: 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — T.O.M. HDR HGT .TEXTURED CEMENTICIOUS °O FINISH ON C.M.U. ED (TYP.) --- F.FL. REV. 09.24.21 :O X a C i - c ♦ '? 'tj S r C C U O �- -0 C7•' s F �� J F- � �i �•� (J�1 N P' G f . �,�r�,✓/�y'?OF E S 51p ""ManIItttl'� \\\ 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. 8E Q N pOp �i N IF p -- 00 00 2 " Q C J LL lil LL � LL I ^ J Z — t i Y E W -°' 'sI0 ILZ `n M z d � = N OU U _ W ❑❑ c9 2 Z N z Z n QMINIM N N z u- U o � 0 � ((f w U Ow V) c +? U m E ' ll w A � $ I C Q N 0 zCl)C:, z0 - Oa N®az aMS, E 10 � <zyZ ¢ oE .� i ado KW�)ZWoa WZ m0 c'n n' C u 10 z � r z z J m zz u� 3 a ova ao a3 LL �w WN o o w� �o a� f0 � oa za O- o3 > co LO LO M Q CL 0 H O � M M Y' Er O Y O � • • m LO r O N �' Q N LO C� 0) E C O Z m z E E � m c t4 a E o a m U m JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 3.1 12 4'OFFRIDGE VENT 4'OFFRIDGE VENT 12 5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 6'-0' TOM J ------------- --------- ----------------- 1-011 EXTENDED 01 WVF-r%"Mllq%j TO BE CENTERED ON DOOR TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 SH (2) 35 SH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5068 SGD REAR ELEVATION - 131 SCALE: 1/4"=1'-0" 14'-0" RIDGE VENT 1 " x 9" SMOOTH 12 TEXTURED FREEZE BAND T-0" RIDGE VENT 8"x8" SMOOTH 12 TEXTURES CORBELS 5 12 5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 000 T.O.M. doe — — — — — — — — — — — — — — — — — — — — — HDR HGT.. 1 1-W TEXTURED CEMENTICIOUS TEXTURED 0 FINISH ON C.M.U. CEMENTICIOUS 00 00 (TYP.) FINISH ON C.M.U. is (TYP-) F.FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +3" SMOOTH TEXTURED BAND _ RIGHT ELEVATION - 131 SCALE: 1/4"=1'-0" REV. 09.24.21 ,a 01 C.4 L "C < L! 0 0 C 4� r di 1111t /1' ` ��� -C, r R C14 < F LD FES� 11j 01 '� 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 0 co 24 C� , 0 (D 0 '! - -C v " ' -, 61 '- -- c' NLL Qj c) T c: u- I - -j Lu M _j LL LL 0 - Lu Z co a, 2 8 'o R ow WW (0 Go oo 0 u� N z 04 d < z d rn W DO cq o C11 D 0 V) - C�f M rn E g Wo Ri < o I c') z o z < E z. , , o QR 0 E y ro z' g oa L) o DU Z E o' o x .2 ZF Z�� (5 ¢z a z W rs 01 wo WjO CO LOOf LO CL j C)M Cr T— co 0 M M LO < 04 0 o N LO CV) LO E cc 41! 0) z z C E E 0 0 -1 < JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 3.2 3 v o_ m rn 0 cn� �Q O J 0 x rx m rn v v�i 0 CD I Ln E v c- U) rn C O 3 C Q E FF E x C iy N U o_ O_ O 0 O J I'. 0 LO hs 19 6 a N m� cFi 1„ iv 2" iv 00 CO 1- VARIES "NOTE: FOAM TO BE USED ONLY WHEN2" REQUIRED BY ^ COMMUNITY^N SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" �2"� BUILT W/ STUCCO. � EDGE OF OPENING A 1'-101, - 04� 12" CAP 1" RADIUS 3 1/2" RADIUS 1/2" RADIUS 3/4" RADIUS a 1'-5a' 1/2" RADIUS 1" J::11:: =VAIIES VARIES M M �„� TIN CAP iv cD 1" 1" 1" 1" 1 _p N o ih N 22" 11„ 2 VARIES VARIES TIN 1 1/2" RADIUS T 4" 4, 4" -� iD �Ta 1„ j CV ;- VARIES 12" 2„ 2„ 11" 32, 1" 1" 1,_8„ 1" 2 1/2" RADIUS BASE CD CD N BASE / N 1� "NOTE: VARIES 8" 2" 3„ iD FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING, 2" � �' 1" 1'-4' 1" 'ff 2a ' 1-1/2" THICK 1-1/2" THICK 0 , CV 101, ^c� 21„ 4 I I 10" 6" L Ij �I (V CD 4" N 2" 4, 3„ 2„ 2„ iv LU � 1-1/2" THICK 31, 21„ 4 52' 2'-4" 1 -5 52 4" 1" jrL 4 12 I I N00 o iD _ VARIES VARIES 2 W Q ^c� r VL_ CV • low VARIES VARIES 4„ 8„ �_________all iv iv oo i R6 �— 2 ^M 1„ o a Q1' �r 12, 44" T KEYSTONE F11 b OPTIONAL 4" GARAGE DR. OPENING V KEYSTONE F11 00 OPTIONAL 3„ 3 a T WINDOW OPENING 4" " NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV (V iD R4��„ a VARIES 2" CD 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 101, 101. 14„ 1'_64„ 14„ 0 CV 12, 54" 1'-1' 54" 7 iv iv Cv Ar 1" 1„ JII�— o z N CV 00 0 in c�) 'psr" 1„ d 2 N� O GENERAL NOTES: d / / • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH 73 i A � �� •� lJG1 (G .. I-L C*A Z° ._ C' -I C f ? C. X r-• � x 0 Cj:• - 4 Q- M r ,J) O O C U ca `- W N O N M Ln O To the test 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. $ C: Loa o , o 1�16 m " co y N m •I r4 t9 at di Q yMd sS2Z LL C LL In —r S w c LL LL SS o. Z0 m C O1 a 2 W O ��°' W Z ILm w � m zo z ZN OU W pp CD Z N co o Z � Z o J /r+ Z'n D LLJ � V O W 8 N C N U �Wp 1 „ J �— — E t 8 U o � Q cD 0 A N O1 O chi < w z O LL $ Wo o� � Z® Q U � Co 20 XU UO DU Z O O d Qz ¢M wz N {"' L O < p a w i '0 r6 N C y 0LL 'aw Z zz �, aw oa ZZ a0 W �3 N ao yLL =3 J w > 0 o CD m 24 a O L C:) > co L ' ^ rn m Fes— r` � M cM Cr O O Y Y W m LO ¢I 0 N co O r N � LO r LO T E c Z m z v E Q iri `m c 0 U -j Q 0 c � JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. F1 I I f ___) I ll 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. 150A/200A INDOOR PANEL CENTER METER MAIN 0 200 amp 150 amp UNDERGROUND IQLs SERVICE BY POWER CO.---_ INTERSYSTEM BONDING o TERMINATION PER �I NEC 17, 250.94 J NEMA1 150 AMP/ 200 AMP #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC 200=4/0 in 2" Conduit C� 1k.�TCt `4 Bare Cu Ground •Y� AU #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 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 I. Electrical outlet heights as measured from finished floor to center line of the box to be: 1611AFF (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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH P4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® 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 O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) HB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER WWI_ ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT VII 2h AV _VTp PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER U E-Lilt-Im I CLJ RCIJCr" 1 /1lwLC FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM lN$1� VERIF METER LOCATION WITH BUILD R WP +H.B. r --t A GFI I ELECTRICAL PLAN — ELEV—B1 SCALE: 14"=1'-0" / 4 i C\l co L LO c r- i 0 Q d) r; O O 3 L' U CU >✓ -� 'tea. W N CV 0 M LAM- 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 Engineers signature and seal. N a E o ce)8 Q 0 iA N n � C9 LL Q Cn 52 C J 2 LL " SS a _ —ern o W �C� O o cl� Of W Z r92" ,04 N Z r N OL U = W Cn ❑ ❑ 0 Z g� Z o"S N Z CZ 1_ , LL � V N W m V O V) W p c ru '_19 U w E c 8 I • Q U U) ¢coc o chi < W Z c"' 00 i � E z o uj Yfly ¢ n z® E U i0 �_ x° U C, Q S° Z N �a ao °z w L o Y� m C - � .y U ps0 oLL Z Z Ui J <m Q W Zo g< '0 W C1 � 3 Qw W �� 01 NLL z r� = O O w.¢ �O aI CD oa z¢ 0§ � O � LOrn cc cc /� aU')W1 j Mo M Y Cr O U) m N m LO �--+ ¢I N T of T— LC) T E c Z l0 Z c E O N N Lo c a U Q p ) JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 4 Cn rn CC, RD cn CD CD V10 CD U-) S C=) rn 21 fn O C" O (nrr :19 Q C, O C-4 E 1.2 2 E d) pc O - q Q) LZ 04 I- ZZ L0 9 C�. ROOF PLAN - ELEV-B1 SCALE: Y4"=1'-0" C= X 00 T" C= 'C Lo Oj >1 CL �0 ✓ a 0 0 W A 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 Engineers signature and seal. W l- 8 E ot 0 - 8 U 4, , 0 q — -00, 0" 0 In12 tl ni N 0 aM, co U_ LL WIL :— -d— L'u Z r 0) cc 8 - i :—t-- 0 CIL0 2 W 0 Cc, Mo W U) M 0 CO z L0 M IL 04 < L) z W 013 < (Z t. th V) Ur c (1) 4—, FE m 0 L.0 C/) - < z C13 0 2 U- w . z w�� aEu Z0 X CU 'd F- 0, 70 0 00 L) 0 a 0 � z c— E C'4 t 8-0 < 10 z N <. _ m 0 oZ z Z Z _-a < . 20 2 10 IM z z 0 0 WCLmF U < 0 .j CID� ou .2 q 12 (0 W LO LO U 0) co (? 04 M LO CN 0 0) CN c) C'4 0) LO < LC) E 0) 6 z z E O E 0 M 0 -j < 0 0 -.1 JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 5 C d V-6" , 5'- 6-42 TYP @ 1 STORY U.N.O. A S3 -1 65'-0" 6-0" 6-0" VERIFY METER LOCATION WITH BUILDER r V-2$° 15'-0" 3" 7-1$" 1. 4.. T-0" t H.B. i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■OP VERIFY LOCATION 1--` �—' — — �--- �� 2 #5 REBAR i 4'-0" �/ 12'-1" �\W H / iv i 4 ELECTRICAL PANEL VERTICALS w7in BUILDER TO PROVIDE FILLED CELL 0'-01, I I I 2'-6" APPLIANCE PROTECT ON ■ I :: :: I : WHEN REQUIRED PER • FBC 35-4 . 20'-6" I: N in I `� '_ I K C)I S3 'T J S3 iV 2, 74,. 4. 9. 4'-10" I : EDGE OF SLAB 2" I ■ I I CJ :: .GJ I BEYOND WALL CJ a, co � �I I .__. _ _ _ _ — (2) #5 REBAR . I r I IF I I — "� ,Z VERTICALS w/ in I I I OPT. WI I I OPT. D -3 1/2" Cl) FILLED CELL X1-0"G G W/ (3) #5 E.W. S3 L� J I L----JL---- T-5" SLOPE R (2) #5 REBAR e I Div 2'-6" x 2'-6" x 1'-0" �? I AHU VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY I N :: I CC FILLED CELL U.N.O. S3 : ' � S3 T- •- CJ CJ i ; ; (— — -J mr- ...... - - .�t 9�-5t s Fi ■ 2'-6"x2'-6"X1'-0" FTG 5�_3" i/ W/ (3) #5 E.W. I n INDICATES FILLED CELL w/ 3000 PSI 3-1/2" MIN 3000 PSI CONC.co SLAB FOR HERNANDO PROVIDE Y2" x 9 %2' `r' C�11 SLOPE S3 to (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY i i RECESS FOR FRT. OOR VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk66NC TOP OF PR. TO BE 4'-8" I T-8" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 IWIVISQUEEN 0'-0" 4' BELLOW FIN. F ■ : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAR >R" . • ........... ............::....... ........... ' '....... W/ 25" EXT. ABOVE SLAB "GRADE 40 ' ... ...........� .......... . STEEL" -----.-----� 4'-0" 16'-10" 12'-10" o STEPS AS REQUIRED PER FIELD I / KITCHEN ISLAND i I i LOW WALLS _' IN I. • III OPT. I: :::::::::::::::::::: :.' '.' ...... 10-104 CONDITIONS ■' C—I- REF. �:: ��d- JI • - - - PROVIDE 1 Y2" RECESS �� -----_----—_ -_Lli- Lll - - - - - - CHASE TO ISLTND� - - - - - - y - - - II , I - - - j FOR SGD. REFER TO i I r �r-��-�� I ; 1 ( STORY U.N.O. L I I MASON'S SLOPE FOR II D.W. N oo WIDTH LL- -- o_ 0 S `o -3 1/2" 16'-0" 2 94., 6' 10" I .. 1 / II 0 -0" I r '■ ■ � Ilt I in AC PAD -0" i HVAC CHASE BASED ON LOCATION �' N _� t I o _ _ I H.B+ T-0" 64" 1. 3.48" TYP @ 1 STORY U.N.O. A S3 -1 6-0" 2'-10e" 1 5'-11 FOUNDATION PLAN MONO — ELEV-131. SCALE: Y4"=1'-0" 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 WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN q CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .;� ; .•,�; :;: #5 CONTINUOUS .: • •_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' �. BAR ONE FOR EA. • . ' ' ' ' HORIZ. REBAR, TYP. "; •� U. N.O. • :: • •, • ,; •'; '• **Alternate: ; • The reinf. bars shall be -------------- �. Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C' iJ C'♦J '>< Lo - J C e1sQ ` CL ,a ' C C U Q, ¢ L N � O y'S`S 104 titi ���lrllf�EiE�°10 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E 8 v 0 o -p -5 LO W y tii �MC2 J a) S J Q 11 C J 52 LL W J LL LL d a _ —v t m0� ,_ C',O O z ILW ILN ��pjO' m W NO Z ZN OU W o0 � N z � z Q � a M N Cri o ZC1 (a N o U 0 w) $ IL/) V ' YZ C' N = U) ' U w m E c � d o �co 0 Q N p o �w M U- 0 ZZZ cO E Q oLL uj z® O - w z XO U C, SO O z C O C CDwo a� z 0Q a z ¢w :ram ro <o o2z0 U y m� . 0 z zN_c N J m a 0 Q W zz N op z a0 WyQ Cj N� z H CD O �_ c0 u a 20 = > (0 L i� LO al (a �\LO VI CID M _j Cr Y O W m aj O N o o N r Q LM T ui m 2:` T V J o Z z � E O vi c a E U Q p JOB NO : 22-06459 SCALE : AS NOTED SHEET NO. 6 ENGINEERED NG W ND PRESSURES AND ROOF FORM AN ROOF 5T 5 ftND RS H iIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO 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: %s' EXP. 1 M/16) or 16/2' EXP. 1 03/16) TILE: 19/32' EXP. 1 e3�16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.1311 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. Pl?, a=oft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K 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" x2 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) 50 ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 (20)10d x 1-1/2" * MINIMUM W 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 WI 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) 'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 50, 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 0x - A) 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. coo 77 Lo FR CONT LEDGER At kN IL CL Cq E3 3 6 ti C/01 CL ) 0 Lo co 0 If) LO j LO i8 SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—B1 SCALE: %4"=1'-0" 1. O O � C V >>CL�LtJ T_s L V ion �)Nv,\tt'Rsttft1",t i J GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5• All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load G1 .0 Safe vertical load + Safe horizontal load - I GENERAL. CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T ® © ® 8 FORM dr GROUT SOLID Ar _ CV Q Q r LLI ' J �U O #5 BAR CONT. 8F12-1 B/1T O 'V" LINTEL DETAIL SCALE = N.T.S. 01 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T U ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT r MATERIALS c precas rntals = 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. d #5REBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D G ° L AR STEEL LINTEL a G M.U. #5 REBAR AT TOP 44 ° MIN. (1) REQ'D - 1-1/2" CLEAR a a e a e GROUT ,p ¢ rr ° 5 REBAR AT = V) In w • BOTTOM OF a U)) - N LINTEL CAVITY udr U O rn o -BOTTOM F- o¢ d O w REINFORCING PROVIDED IN LINTEL ¢ ¢ t7 Z Z LL o w n ¢ •' d �: m 5 REBAR AT E 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) C'n � a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 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 O 4'-6" LL 4'-6" LL O 5-10" LL LINTEL PLAN - ELEV-B1 SCALE: r4"=V-0" O N co - Q �� tJ ♦�. 6 CL r - L C ✓1 0 0 -3 C:U _+ > �) [L :. . le`,�;1{i�`11F1(t'1►r;� ��/off, `44 -1 M• /C�j 1� L O �.•' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W (" E o E FU) :�Z4,�9) N O +q 'M QC y,VJ0 J w WLLLL CN Z2a@CSo11 W oo °)0 W Z � mw ,°moo N Z ¢ J N J OU 0 Z W can Z N M Z Z Q � J d � n N Z v � o w a--+ w p a U g N �un C N _ U) (� Rig r- r'n LL,z � - E 8 C) t • U � c Q N C JW Z �� M o a J LL E �U 05 z �� 2 > aR ° Wa o n7 o13 x �aZ as U � Z N i ¢ o <a a aW �cgZ - mi Z N J �o i7� <w �O U W wa C) ow �3 LD M O I� to � °za 3 �3 O Ln cm M Q H � co :3 MO CM Y_ Y O m coLO QI O N o o N � T- M T L i ' m 7 v, iri o Z Z E O N l4 a 0 � ¢ o � JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. 8 U i� , , 9 l _ u I _ , -L I L_. _- - I v+ x m rn v Cr 0 "a J 0 21 m rn rn M 0 LO CAD a LO L0 En 19 0 3 6 N N C, a 0 H c c y N LZ ILI 0 i ri 0 v a� LZ 3 c O a N Lo v v V:, NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW 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. A THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING T ES E OF M G 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 244NCH(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 t 2 INCHES (914 t 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 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 WIO 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 U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH; C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" Y „ CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O, 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5, FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8, CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 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 3116", 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. Irrigationlspprinkler systems including all risers and spray heads shall not be installed within V-O 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 R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sole treatment. 10. FBC-R R318.1.6 - Soil treatment must be appplied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. Ttte certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2,1.1 INTERNAL PRESSURE COEFFICIENT= +/. 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29,7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. (1) 7: O N C a (' ) CV _ i Go � I-L C= �- �1 -c 'a ,A O O t65 -p a c Ly >`�fl -W %::t`'�� \Jv t N F 23 OfiESS10t � �. 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 f` Q $ 1 C N v a) co �� n a 0 q LLL LL J LL L_ W Z L @ 2 O @m N pjO' m W Z LLW w Co LN NZ < N OU Z W 0 O❑ ,h M �- M � z c.4 C� _ O z 0 z d J - to N M z � o 1 l LL w � V 0 w s N N c u, I s� Q Y s�o o � w U_ E w� ti� w° a go Q Z p E u CU r - O E <= x0 �¢ a oW D °o aZ w N i w o a o ¢ .�-. ra _ V2 " lii 1 o oLL Z Q] 9 < ' Q W to N Z Z Z av W L ci �o Nz F- 00 y W = H L = cfl �� oa ON a° o- o 3 1 > (� LO m c _ Q ^M^'' � L co Y O O rCr� mVJ m QI 0 N (o O T N LO t-� Q L0 e _ E c o Z N Z � EO N vJ c a E ci _j v` a: ¢ o c °; JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. SN L u u THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER 0 O N H C G 0 0 0 a _ 1'-0" o ' � o � U F 0 • 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. 10'41 (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. 'IT-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 panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK BOND BEAM w STD.90° CONT. #5 BARHOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJ► TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL � TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION "INT. BRIG. WALL N.T.S. 1/8" min. Small 2" min. 2" max. } gap 4" max. Web Stiffener Fastener Schedule j - —i Joist Bearing Location _ Series Dep hh End Intermediate 9-1/2" 2-8d 2-8d BCI 5000s 11-7/8" : 2-8d 14" 2-8d_ 3-8d - d Clinch _ _- nails 9-1/2" ! 2-8d 2-8d whenZ 'BCI6000s111-7/8"' 2-8d 3-8d possible BCI6500s®�_ 14" 2-8d 5-8d V 16" l 2-8d 6-8d 111-7/8"I 2-8d 3-8d - — Tight hoodt BCI 600 14" _ 2-8d " - 5-8d___ -d _ _® 11-718" 3 61 d 6-8d ---- 3-16d 2x4/PI web stiffener 2' min. BCI 90s 5-16d 5-16d required when indicated or 4" max. 16" 6 16d !,� 6-16d Hangers with side nailing. -14" - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. SIMPSC w/(22)' NAILS 1 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE Ice TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS 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 BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall TYPICAL SIMPSON META12 / TYPICAL SIMPSON MTS BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls:- for vertical load transfer Plumbing META12 TSS INSTALLATION / HTS INSTALLATION Vertical load transfer =1900 plf max along load bearing wall. ' Load bearing walls when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack beam below * over squash=20 blocks and Load bearing wall must stack over Non -stacking walls * blocking and wall or beam below." require additional wall or beam below. Joist consideration. Check local building When joists meet over wall, provide g I -Joist can be offset code forappropriate 1/16" 1 3/4" minimum bearing for each. PLUMBING LINE up to 3" to avoid details in One 10d box vertical plumbing TOP (2) #5's x 4'-0" areas) to of high nail a sinker 3" max CENTERED @ PIPE PVC OR SCH40 SLEEVE lateral load. nail each side '! PENETRATION at bearing. JOISTS OFFSET A/C CHASE 4" PVC- SLEEVE THRU STEM N.T.S. WALL d Provide adequate bearing ac Use 10dx3" nails at 6o.c. for all joist each lapped joist. T — a aa .a �I a a =r, blocking panel "Non -stacking walls — O00d nails require additional consideration. block SECTION INT. BRG. WALL FINI GRADE (2x4 minimum) I [---I I — Bearing wall, Versa -Lam LVL or N.T.S. ® ITTI ICI �--I, FF�II — Glulam Beam ��� MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges -7-15 . ■ • I 16"" A 1Y" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 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 %" 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. Backer block (12" wide min.) Nail with 10-10d nails. \Insta►I tight to top flange. Joist hanger \ 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 f i r, ✓ 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. eub stiff ner 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 T depth ° I -JOISTS BUCKETS N.T.S. SLEEVE THRU STEM) SEE PLAN FOR °. • . FOUNDATION INFO a. . G STEM FOUNDATION GRADE a i—REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. Hint \ /r'nT1r% A l 'TI 1n1 1 r L 1n TOP (2) #5's x 4'-0" —\ CENTERED @ PIPE PENETRATION F A PVC OR SCH40 SLEEVE / r PLUMBING LINE d L d / a° ` d `1 Ia a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ' d Na ay. a as G A I jell a�=�1=1 v a a C � r• a SEE FND. PLN. SIZE & REINF. �^ O N r� l ) N 1. 00 k< t:., to t Q 0 <'. _, q n 1-z ,CL L -0 n 0 0 C U, L n(� 1l f1 > 42 W `�,���;h6c4Ec�crresf�o W �`'IN�N U NO O E L C` 4�. ••�.�' '/•r.tf,Ifpettlttj" To the best of the Engineer s knowledge, informal on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residenfial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a 8 0 1.00 N o # "i rii y- cM � Q a LL L L LL w 0 a Z — o a L 9 CIL0 _ y 5 o W U 0 Z ,cam° N Q ILW 0 mw Z N O U 0 N W El 11 z � � z V N - z v o l%1(D C1 4-, u, w g U o p 0 w s Ln c '� �N w = L ¢ N 0see o C w _ M 022 G LL E 55 o0 f P ia z® 0( f0 r6 iC1 i go XU oa UO ,U z f° N E $= wg a 0� ID M - _ zo �x m� 0 oZ, >Z z 2zZ d a ag gZ �W W N� wa = ao mia O is 003 12 O > (0 LO LO m Q C� v) co J MO co Cr x O co mLO Q O I 04 cD LID T Q co T 0 m Z, 0) o z z N E O -0f0 E d U Q p JOB NO : 22-06459 SCALE : AS NOTED SHEET NO. SIN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �P') VARIES l iL 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4' (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C, U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3° 6,, 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° SHINGLE ROOF, SHINGLES TO A o BE IN ACCORDANCE w/ ASTM =I I I =I I °' i �I D7158-CLASS G or H, or ASTM TI I I T I C 1 L I *- D3161-CLASS F, IN -.Al ° • _ I I=I II ( ACCORDANCE w/ TABLE -I -' ' I I I I_I I ��I I —I I —I I — 171 I f;;:;I R905.2.6.1, FLORIDA BUILDING11 CODE 7TH EDITION (2020) 8 -1 III 11 i I I I I I I I= I l RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV. VARIESk I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT ,1_____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'l INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cf) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR wl DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 2 E - .00 r, - o 00 6 MIL VAPOR a I I— z BARRIER Dcli COMP. SOIL. (COMPACTED TO 95% I TT"'1T�1 MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB --\ BLOCK WALL BEYOND — 1411 O.H.D. RECESS �• z_ M � • -- " - .. 4 00 .a SEE A/S3 OR J/S6I M r, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7)"IF I I I I ,1l ,/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-0" 11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS SIMILAR AT FOUNDATION ONLY„ SIMPSON SP1 w/ (10)10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ::1 F2-016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND °' ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. zf� @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2'� 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH _ z 31/2" MIN. 31/2" MIN. _ ELEV. 0 31/2 _ A.F.F. o 2x4 CONT. U_ 1/2"(min.)- 4" •' , ;000 GARAGE DEPTH VARIES 31/2"(min.)I I — I 31/2"(min.) - 4" (2) #5 CONT. 4„ 1,4, 8„ (2) #5 CONT. 4" ' '-0' g GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 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. -,01 � ems• 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C J 10 M `� s LOAD BEARING OR INSULATION PER FBC AND ENERGYGo`�� EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10' 0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP ASSUMED FINISHED E PER MFR INSTRUCTIONS OR #4 REINFORCING BAR e i GRADE N � • > . z_ #3 & #4 LAP SPLICE GRADE 40 MIN, 760ksil MONO OR STEMWALL z ° .D A o FINISH GRADE O0 25" MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. FOOTING MONO SHOWN L FOR CLARITY °O - _— — 6 MIL VAPOR BARRIER — t. ° — ° - — — I — O° .- N #5 REINFORCING BAR R 1 7/8 r — NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE Lu p U ° � ����iIIIITI W 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c� _ WWF OR FIBERMESH �11 T,11 I :o Ili—, �11!�oeo�ua�� —. — i #5 LAP SPLICE (2) #5 CONT. =I ILmI11,�r11 I111 II NOTE: V iti n e . — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIR 'FOR BEARING WALL _ r COMP. SOIL. (COMPACTED TO — ( ) 8" 1'�" 8" W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM — — NP' 10" - D1557) m #6 REINFORCING BAR #5 STD. 90 HC OK 4" 1'4„ -'#6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION r u_� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 "v GRADE 00 _ _ _ _ ° • _ -(1) #5 REBAR w/ OPT. ' —T—III—III— I — t .1I I I 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE r�L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS a w —III—I I I OP III —III .a .,,,•,�'. SEE A/S3 0R J/S6— -IJ.II I I I riJ1,,, II I1-11= FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEAL0 INTERIOR A. . -31 /2" CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB Aid ao c ' Eii-_4T - N M 6 MIL VAPOR BARRIER REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 „ VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR 1 lf2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° TOP OF BEAM IV &LAYOUT DESIGN - SEE ROOF PLAN f, c — — — —° °' ' ° '' ° c : ° (2) HTS20 FOR STRUCTURAL r rLT�, rT�, R T� I T� . E BEAM SIZE & CONNECTION INFO r 1 Tu..e 4 a PLATE 0.5.8. COLUMN LOCATION M _ • • 7-- T 2x4 #2 SYP P.T. FRAMING w/ r_* SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. IN. OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS 6@ S.G.D. M cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" 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 l _ TO FOUNDATION PAD d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' r ON FLOOR PLAN w o SIZE VARIES PER PLAN IllCONT. BEAD SEALANT c ¢ j w/ MIN. (2) #5 VERTICALS ? GRAD > _j FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N LU w SIZE AND REINFORCEMENT) c� ' • = - iq ' WWF OR FIBERMESH r� LU cn z w Haww _ w =-- U ° ' BRICK PAVERS or SLAB PER Op o v _.- • rI • • _- = z Q „ COMMUNITY SPECS� "' ¢ 0-0 FIN. FLR.jP _ Tr` j-jj IT�TT—TT�TTY=TT' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 _I _- - FOOTING v BEYOND PAD REINFORCEMENT 3 MIN. CLEARANCE SEE SCHEDULE FOOTING 00 G WIDTH D H SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ct r O _ cmz CVCC CV ® co c4 ._ . .e ' J) O O [JJ M :tom L O, To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E a o 8 C 7�ao N m W C M Q N2s2s # W i V J LL LL S a Z O o WY '0f6n� Z 00 IN M Z d J = INOU 0. W ❑❑ M � z N ce) z � 8 z o J — rZ. � N M N z 'M v � o I 4-J N � Lu a m U O —� ,, N U a° _® o E (J I— r0 z ao XU oa w0 00 Z o E o ra as ao Q: Q &Z ww L t6 O O0 N m r 0 O¢ _- Z J m < ° Q W z z to 'S �w °oLL < Z a z W a LL Kg NW S� $LL w =3 �IM _ IJ o G.0 Q i; 3 cO � LO 0 Q Cf Y O M m L�j ¢I O N O TTLO ,— L r E rn I z° r0 z _ rA E O m Eca CC c a U Q CC JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 ! 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTIONAA SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY „ 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 PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Fyp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w! (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w! (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE � n I x x SIMPSON SP2 w/ (12) 10d II I_,I II NAILS AT EACH STUD \I� —DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES W11'H 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT - REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B MAIN SPAN ROOF UPLIFTCONNECTOR (SEE SCHEDULE) S/� KNOCK OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 11 d a ^ d d IT a a d 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U,N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: 1O 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. Q 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE, SCRAP MATERIAL J Q w r o FORM CREATES CONCRETE RECESS TO 2X4 (NO M.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR 11 GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d o a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING R. BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�7 SFFp OO�L �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12)16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. /GARAGE / DOOR 48•�PLICE STAGGERED J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) 1 (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. OHO �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SL� 'If ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 gP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 0 `NAILED INTO - TRANSOM TRANSOM FRAMIRECE FRAMING SEE SECTION A AND BB/S1 FOR ADDITIONAL DE SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT OXIED A.T.R. i&NUT OXIED A.T.R. t&NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE /— 2X BLOCKING �(2) 16d TOE NAILS I n� EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. c MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES / WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING 11 & 8" O/C FIELD S4 0 L B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD o SP8 FOR 2x8 WALL) 0 SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. N a CC 00 c -• c X 6 _ i Q _ `7z0 ri a O "3 J> O O z O U _. (6 _ -0 %4-LLJ FRO N' ,. L b n � �I�//ltl?It<tetti�!l�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 seat. E Q o 8 U 0 $ C N Co in ".0- Z tl) rNi v it - a) J Q C J w W M U_ IL CILW Z w r- a C LCo = W 5 �5",_2 °_' m W Z co w N Z a 04 Z N OU U z N z � z N z M 0 �4--J w N U 0 LU s JIM V'1 c cm N .� X rn U d c W J ~— — E t $ I I =� c 8 q - o �0 N OD � w Z co g5 yY Z E E oo <L �® o E U N �� 0 xU CL U� H pU z o ru <= 1 WZ N L w o O W it m i r0 N � = U ym O o� Z z J a • QW z u� 0)� oa Z a0 O '0 a Le > (0 M LOrn � N cc r� Q � M Y NU m m Lri QI O o 04 o N T LO r Q CIO T' E cc .2 7 N ° Z Z O N E a 0 a o JOB NO : 22-06459 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & ( 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL INT 2" P T PLATE 45°± / 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FORiA 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) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END 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 10dX3" @ 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 " SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [R8H] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL W/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL DOTES AND UNSUPPORTED, AI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 j DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ,,-1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 1Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) i6d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL 0 x6 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4'T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. °� WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1!2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 1 Odx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR ON SHEET AND TOP co ' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1/ (2)16d NAILS -WOODTRUSSES `� 00 00 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF W/ ) BOTT. CHORD FOR 4 dC& (2o Od TOEINT TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" D = 0.148", L = 3" OR EQUAL ( ) (D = 0.207", L - 4 1/2" OR EQUAL " - ) (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS 71 @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.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 SIMPSON SP2 w/ (12)10d 2 2"x8" "L" BRACE J SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) NAILS AT EACH STUD 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 MAX. 9" UNSUPPORTED, 8d @ 6"OlC IF >9" SEE 10/S5 r- WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL_�'- EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C 2x4 BLOCKING (2)12d TOENAILSS TT NON -LOAD BEARING LOCATION NONNG (ONE INTO EACH DE FACE OF D B.OU.C.,SAMEINUMBER 0 ROWS SAME SPACING)LS. ) SECTION 9 '� T SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. TOENAIL (2)16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 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 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - T-0" S-O" - 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"x, 1/2" SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) GABLE TRUSS GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o C7 1 ✓90� CORNERJACK Y t W z tY O U HIP FRAMING REFERENCE PLAN z w `BRACING w/ (3)1Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH 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 ZBOTTOM 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 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L Li q 111111ii 1�11 a MMM AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 7.; c - rA N C:. i X �. 11 00 o -, Q r �' X _ J C i, — — _, - <" y�r C U L^. CQ L >>CL14.-W �eott�v��rr \s�\eti :• h� Q i . �J.`�%• � • • V ,��r/r�fROFESSiO 1t\�° °Ftttttttltt't� 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. a 8 5 N �c,m� N >k 0 7 1A a° N W �� Z .4 N M � 7 i ik LL = SZS LL LLJ 0 Mu.u_ a wa 4 am8 _ —6a vC .2 � 0 W 02rnrn m N NZ �� ILz ZN O U g y W El 2 v z N z� z v1 z cr�. (tf w M L O� w 8 Un C N Ln 8 5 8 1 c 1 5? Q 8' S �z J al E zo oo ><v < L �° Q o cc 0 �z R �U aOix¢ oa , ,F— O iw�zQ <oix.Z m CO N�Umb Z=�QNs JQ% WzZo5 wW 3Z12 Li g j0 yz =- � O Jz w �~ tro za °3 y C > CD L rn i co j CO M Y 0 m m 4-1 LO QI O N O o N T LO r Q LO T_ W :3_ I N o Z z E 10 y E m c IL Q p JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. S5 0 S O CL CD L S 3 rR 1x4 1l2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. ' MAX. 8„ PROPER INSTALLATIONDO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. APPROVAL FOR CONN. APPROVAL FOR CONIC': 1x4 1 X4 1x4 P.T. FURRING #5REBAR P, ` (TYP) ' �� 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" r 3/16"� X 3" LONG FURRING „ 3-1/4" LONG X 3/16" 0 L FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2Xg (TYP,) ` ' BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH JOIST W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL TD. 90° HOOK (TYP.) STD. 90" ` /'�j _ @BAND @TOP & BTTM CHORD, AND (8) 8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT 00 METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN TO PRODUCT LAP SHEATHING DOOR JAMB (REFER TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' ' ` BOTTOM OF BAND JOIST TYPICAL x 3-112" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 .. EllTAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRINGSIMPSON NOTC F� @FIRST COURSE HGAM10KTA 12" O.C. @ 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ' ' +2„ - ` � L- w/ (4)1/4x1 1/2"SDS SCREWS MIN. E I T. �� 2x P.T. AS REQ D (2) ROWS 10dx3 2x8 ' ` -- INTO BAND JOIST & (4) 1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" 0' 3-1 /4" DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES;FILLED - TITEN INTO K.O. BLOCK N`IIII BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX ir 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND �. SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. x 31/4" TAPCONS PRE-ENG TRUSS DESIGN F1/4" BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KTw/(4)1/4"x1 1/2 SDS :)i SEE NOTE 1 BELOW 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE V/-- BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION :. 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4 TRIM PAINTED I FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. OVERHANG CONNECT W/ 8d NAILS BRACE/BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1 /2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. --- - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4' MAX. RAD. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SIN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1 -Q„ 5 -Q„ SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD W/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED / PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE ' of B-B EMBEDMENT INTO ) PER NAILING SCHEDULE ALL --- - - _ r- • '• ° „ /4 MAX _ „'. 2 0 8" STRUCTURAL SOFFIT ° • .. #5 BAR '; ,o„ • D. • CENTERED W/ 2 BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON SF01 : .' ` • : • � •► IN TOP BLKG. &BUCK H2.5Aw/ 10 2X6 TO 2X4 ( ) ** SCALE: 3/4" = 1'-0" ( )FOR ALUMINUM SOFFITS WITH SPANS .•. ° '• � 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► •0 .'' KNOCKOUT / EN � THE SOFFIT FL PA INSTALLATION CRITERIA - ; ° CHAIR BLOCK 8d NAILS 8 O.C. AT BUCK @ 2 x 8 VERT. W/ 2 10d O . NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING ' ° PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY •' :' ° SIZE AND REINF. PER PLAN AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 A CLEAN FILL • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .> DIRT Z TO BE INSTALLED '-0" MAX SEE PLAN 2xOV TRUSS AS SHOWN FOR O.H. UP TO 2-6 „ STANDARD o BUILT UP PLWD. BUCK - FrQyq * DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H. • 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + tENCT (2) 10d NAILS @ 8" O.C. N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%- WOOD + + TO TRUSS TOP CHORD FILLED CELL - �� - �� , • - , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .. �. . ., INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () + PLYWOOD SHEATHING f f r THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . SCALE: 3/4" = V-0" . EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR �'� CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT J DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL % % SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'41 } E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M Cr #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3" COVER SCALE: 3/4" =1'-0" SS O (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- ''' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O U SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e X n ° ° w A L) REINFORCING AS FOLLOWS: SEALANT > FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. 4 — p 5/8" DIA. ALL THREAD ROD ~ g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ — o n EPDXIED w/ SIMPSON "SET" a . „ � ? , EXISTING � g ST NG FOOTING (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL I EPDXY MIN. 6 EMBEDMENT & a N N FILLED CELL SMOOTH. DO NO FURROW. n ° ° — 3"MIN. EDGE DISTANCE DRILL 3/4"1 MIN. HOLE - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP ^ El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:z Cl) ° 'p REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 0 o E4- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ' SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) ` \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) (- ) (- ) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" 64 Imo. c o .. ._ r `3 O O > > E-L 9 W �•f•.,5..r,}..* Q J i FLOC O F E S S I'aa` •� �/!!lPPlttl � 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. Q E $ V Lo 0 o Y C N n 00 • / (n3 2 ^O t # LJL v Q l L LU W LL o_ Z --6rn a L « C , W�� 0 0 LL J 28 MZ d k aZ N OU = W co ❑ ❑ z Z i in N z C-D i3 Cz � CZ a--) N W —� O w g N c of W 0 r— — E t L c� o u In0 • s� o CDco �W o Z J U y rr zo o=a Y Zo 4_EE Z E � t'- C� E X OU �oU X F o ao oa 0 0 o� a Z N < ¢W a? � C C z y mm o ZFF Y z J ab �z Cn 3 $ LLa 50 NW Wa� �OCD �Q �Ior ui� sZ za aI o� o3 LO >� x LO LO °' cc Q c� 0) co � MO M Y Cr O T U) m N m a.., LO Q O N � o N LO 911— T E W 4� � N z° Z E O E N t> U � Q p JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB—,�_] 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH 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 , A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. -----/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS t►i SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS 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) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONIC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE:NTS i1MPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE i00F PLAN FOR MOI VFO SEE FLOOR PLAN FOR SEE PLAN FOR CANT. COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASEJINDICATED ON BM. 0 PT I O CONNECTION INFO ^ n-r I^ A OPTION A SCHEDULE/PLAN N B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION Lf_ PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL s SCALE: NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3) 10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF rg SCALE:NTS VARIES _ 2x STUDS @ 16" O.C. ROOF SHEATHING SEE VS5 FOR ` w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL SEE PLAN FOR NAILS AT BASE & SIMPSON NAILING SCHEDULE 8d NAILS AT VALLEY TRUSS SP2 w/ 12 10d NAILS AT TOP OUTLOOKER ( ) 2X4 #2 SPF BRACING @ 4" O.C. INFO. 16" O.C. W/ 4 12d EXTERIOR SHEATHING INFO. O —— COMMON TRUSSES. ti ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP — SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR N (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL " STUD) SCHEDULE SHEATHING ATTACHED 11 VARIES SEE PLAN PER NAILING SCHEDULE 1 2x BASE PLATE W/ (2) 12d 2X4 BASE PLATE W/ VARIES W/ NAILS 16" O.C. ALONG W/ FOR WALL LOCATION 1/2 PLYWOOD @ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR (2) 16d NAILS TO SIMPSON MTS12 w/ (14) 10d x SIMPSON MTS12 w/ EACH COMMON 1 1/2" NAILS TO BLOCKING WOOD WALL T BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS TRUSS/ FRAMING SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER TYP TOP &BOTTOM NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON PLYWOOD STUD TYP. T&B (3) 12d TOENAILS TO -- - a.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS FLOORING ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a 24 10d x 1 1/2" NAILS 4'- " MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDERH ( ) @ 0 O.C. --- W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE *I' 16" O.C. MAX. aSEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR T RAN S F E R INFO. SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE �12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE:NTS SCALE:NTS SCALE: NTS DETAILS & SECTIONS o (1 -K 00 t1 c c _ (M =D Q 2 ,,-ti x - c = 1 < c.' U ,.. r) C1 " >0 f� L_ c v ,n 0 0 y�r C U +� Ira > 0 v Uj t tr�r ,\>>ogR O �/V ,N\\\ � f•N E • � Nq6 o F U �' 4'••.,,. •,.•• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .a Wov 4 E -,8. 5 0 o 9 w .0 6N r s-°° / 0 Q ynr� 6040 2s2S # W C J 5 W J LL LL S a Z j m r- o h 9 �• W .=g o 7 r0 N Z Co 0 m w LO M Z a J ZN OU � (0) W Ur Z CO N Z Z c a v J N - N M z (D o LL 4 V N o p W 8 cn v� Y V r-- N U 6 LU m $ r y Q m s�o o �w z M .< 0 U_ E E WO Wo >N a �omUO 14 o — a¢ �sooa U O o O E t ao a z aN wZ 1w o°aO <zc ZZ Q p hO �W W U � <0 $E �k CD;o w �I-0 cozIa a ° 3 y O > CD '^ Y / a) +a _ Q 0 CID M CO M Y O (n m N m ¢I 0 CV N O N � T- T LO E 0) z z Ef° :3 O rfl c E 0 w JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. D1 50, i 3 x m v 0 0 J 0 m rn C> 0 0 J 0 I LO v rn 0 3 a CD i E E J q t� U a a 0 U a� 01 0 0 6 d C CD M LO S a v N THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF ° i MASONRY WINDOW BUCK c 2) SEALANT JOINT 5) SEALANT FROM +, INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V' SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure' resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL ! 1 COMPATIBILITY oV SELF -ADHERED FLASHING FOLD UP VV( ATHER RESISTIVE BARRIER & TEMPORARILY ,SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING jl BY LAPPING DOWN IOVER RIM JOIST AND UP V:rALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF ,; )I: UNDER DECKING ED FLASHING I (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING-� NAILING FLANGE 1 2 O DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING Q UNDER DECKING FLANGE C7 (SEE DETAIL WP07) SELF -ADHERED FLASHING[in SELF -ADHERED FLASHING HALF ROUND WINDOW , EXTERIOR DOOR WITH DECK SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS DOUBLE JOIST SELF -ADHERED SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST M on 2x FRAMEWALL TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'4" PER PLAN Refer to the number marked asRin each detail that corresponds to the 1'-0" PER PLAN numbered items in the list structions below: 1. Install self -adhered flashing in order as shown by numbers „ SLOPE 8 CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU ° a 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT ° embedded in the adhesive layer) - for ease of installation and to ° minimize scoring cuts 5. Remove all release paper per standard installation instructions and a a adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) ° SLOPED MUD BED ° 6. Fold as shown by arrows ° a 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner ° VINYL SHOWER PAN - a ° 8. Mechanically fasten as necessary SLOPE a d a d ° a a 4 SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 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 - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND 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 NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. L-L WIRE LATH R703.2 Wetbr-resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR ItL42 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 RIM JOIST No. 15 asphalt 6t 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. 1 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 2 D paper. The ihdividual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in ecCordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING li t EMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ' Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shirt le -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions, All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 8" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 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 2 7<> subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. ism INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resi tant Barer 7.7.At built-in putters. :LF-ADHERED FLASHING ETCH ,HERED FLASHING 2 14 5 1 E FOUNDATION WEEP SCREED 1H STRIP OF SAF DRAINAGE PLANE WRB Q > m BOND BREAK WRB I < SF LATH z WRAP DP WRB ONTO ng- II, a Cr CL a _ Cn (n uJ uJ 2 Cr LLI ILL!1I O W THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE II PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL, CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER s n Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -0 o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS I 'ER STOP A NUOUS BACKER ROD LANT 4TITIOUS FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing .Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 7 OO - O y l r C CD (� t, X" ' J C s� ,Q Lr ,noo - C U a.�Lu N 0 N M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E g $ �_it it P W M tn��� � M V Ji a J u_ u_ '� a Z_ M C a t m� O: P W Ntp O m usLCo Ci O 04 M Z _J J Z N O U 00 W ❑ ❑ M N'1 z � z � � d v J d N r N M z � o C1 aJ u_ +� u, (a w F FIR .O U M w p w ~ - E m $ = L I c in Q �Q N III c W Z ri U_ E zo �° Z® a O wi 0 a� pa u oo �Z Z- CD E CD <ip ao a Z ¢w d ro mf F°a Z ZZ �N N IDo va Z Z ao W T V �0 az r ..3 �z r >O o to st w< Z01 L a L 3 2 0 CD � O , Y LO N co C:) M M Y e N m m LO T + j O N c) -0 N t� LOT r- T LM E o Z Z E O in C d U J Q J JOB NO: 22-06459 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gi +112e x +112' x 2-12" See Anchor Schedule Bolts 1 /2" Dia. A3251i It (TYP.) D - ' # A A Seto-:111 g Screws ANC UNt Bottom Edge Hurrlcane Strap (Typical: 3 In front) Front Cross Support (May be curt to W ) Left Bradli(16Gauge) 4145ell iling5crevvsmrusrackets6 Back Cross Support Into A/C Unit Bottom Side (Typical- 3 each slide for hurricane use) Washers / Self -Locking Nuts Spee<Vc Jtaalatlatlran susu ft....*:. ns azt p4aaiss" lr" ecru Haas rrc A4z Erect Ea�ea Mcleod Sod t MWft a&rl8dale rapper -W- (irfdNiar Ew win appw Scott Cross SWport ` (May be cut to W) Right Bracket (16 Gauge) Florida Department of Business & Professional Regulation rail Bulking Codes and Standard 2nerzo2l Product Approval Application Detail entity" lI mlu Doe Isandric 20 MM version Mwudwg rst Lanacl EndmaN&L"In a yand pair Validated PSCAmroyW Approal9 Sprats, Affirmation 2020 amen Vent Product , Inc. Michael Graham Names F, N-10 P.E. Lacxe Borden IF E, 12mem20 12(162020 122812020 Approved eatelpry: SNcgasl Components (677)441-8368 PE-73775 (314)300-IMD aubCNegory: Products Introduced is Result of Into@smenrent.cam Nor Tedrnalopy Cemplis- Method: Evalusi Report lom a Florida Registered Arditect qua Limited Florida prdessbnd Engineer FiAligumAodads OrnllLV Assurance Atarovwtforuat ApMovW for use impam DOAM a9ta$ Product eft Nunblaw"Ares gofer, g In HViZ Outside hri assistant Pl7trV4 1 ameriVeM Model 01540.510 Dual rumen. Flood end WMtatlon Vent 12/3120Y3 Yes Yet N/A .100F100 2 9medVenf Model AlI Duel Fun0. Flood end Vents on Vent 1215172023 Yea Yee NIA •1001-100 3 6mertVem Modola1540.520 InadatedR Vern IW12023 Yea Yes NIA .10DI-1D0 4 Smer"Im Modela1740.... Insdaled Flood Vint 1213112M Yee Yes NIA .1001, 00 5 SmanWent Model t1546524 16&gret; Garega Door Flood Vent 12312M Yea Yes WA N/A 6 Smar"'I m Made) ef1546570 Wood Well Insulated Feed Vant 12131/2023 Yes Yes NIA •10DF100 7 smutvarn Matlera1540-574 14.s&qud: Lange Door Flood Vent 1213112023 Yes Yea NIA NA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Face 1 d t In4rMl Florida Department of Business & Professional Regulation Pe➢e2 of Building Codes and Standards 25rzaz2 Product Approval Application Detail 2w Entm or - 20 2111131 Dale Perall 2W& Tj rye Version Manufacturer Carol EnaineerS License validated By ValidataO Submitted FEC.Aoorowl Approved status Revision 2020 Therms-Tru Corporation Steers, Jasperson Lyndon F. Schmidt PE Ryan J. King, P,E. 04115✓m21 121312020 04r22/2021 06/0&2021 Appronred Cabalism Eiiterior DoDla (800) 043-781A PE-434M (813) 767-6655 llutiCategorf. Swinging Exterior Door Assernbbes ejosper-hQfharmahu:co Compliance Method! Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer PL120449446Freaut* Seep Pivtlunt Medal. Number ar Name Duallh Product D@wAMon CcMraet Assurance Emir - Aoorovedfer User Aporovadhar Dab: In HVH2 outside LI HyHZ Impact Resistant Diell Premium 1 a. Therma7ru Fiber -Classic and Smooth -Star Nominal 801 "lmpact8quot Opaque 12131f2022 Na Yea Yea NIA Composite Edge Fiberglass Single Door (1 n&W ngJOuki X conflgurotal 2 b. Therma-Tru Fiber-Cpssic and Smooth -Suer Nominal SMI "lmpacM,quot Opaque 12t31=2 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelto(s) pnsW ng/)ulawirg; XO, OXor OXO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 69M.8 8quatlnnpect8.quoC Opaque 1rh 12131=22 No Yes Yea NIA Composite Edge Fiberglass Double Doerr or without sideltes (hlsrinprOutswing; )0(or OXXO configurations) 4 It, Therms-Tru Fiber -Classic and Smooth -Star Nominal 6Q08quatImpact" Opaque JW3121= No Yea Yes WA Composite Edge Fiberglass Single Door (I nsW ng/Outswalg; X comnlgUratlat) 5 e. Therma7m Flbar-Classic and Smooth -Star Nominal S&AGaO "lmp911" Opaqua 12r312022 No Yes Yet WA Composite Edge FllerI"..hgle Door whh Sidelisi 0.n 4nglCutsW Is. XO, OX or OXO conngurailons) 9 f. Thermai Fiber-CAmWoand Smooth -Star Nominal 68,111 0 "mlpect&quo; Opaque 121312Cr22 No Yee Yes WA Composite Edge Fiberglass Double Door Wth or WthoA Sidelines jimesinglOurb g; XX or OXXO configuratons) 7 g. Themes-Tru Fiber -Classic and Smooth -Star Nominal 593139;8 tiquotlrrpact&quo; Glazed 121312022 No Yes Yee WA Composite Edge. Fiberglass Single Door (Insw{rSICutswerg: X cenfguratim) 8 h. Therni Fiber-Clesslc and Smoak -Star Nomin it 6'8 "nTaat&quo; Glazed 1231t= No Yea Yes WA Composite Edge Fiberglass Single Door with Sdelte(s) g nsW rg/Outsw rg; X0. OX or OXO configurations) 9 i. Teerma-Tru Fiber -Classic and Smooth -Star Nominal 6'8 "impact&go; Glazed 1=112022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or VAdmDut elites(InsixinglOutaMing; XXor OXXO configurations) 10 J. Therme-Ttu Fiber -Classic mid Smooth -Star Nominal 8.0 "lmpactScri Glazed 12131QM No Yes Yes WA Composite Edge Fiberglass Single Door (ln&Wng/Ouhvutg; X configuration) 11 k. Therma-Tru Fiber -Classic and SmoothSter NOmine18'08quotlnpact" Glazed 12r31/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdelte(s) (IneednalOuteWny; XO, OXor OXO configurations) 12 I. Thermo-Tru Fiber -Classic and Smooth-S7lr Nominal 8'-.0 11,quotImbaet8qu r; Glazed 121312M No Yes Yes WA Composite Edge Fiberglass Double Door win or rRhout Sidelites (Inswing/Outswing: XXa OXXO WnRgursti.ns) 13 in Therma.-Tru Fiber-CkWo and Smooth -Stair Nominal 601 Glazed Molded 12139/2022 No Yes Yee N/A Open Composite Edge Fiberglass Single Door (Inswrg/Outsxnrg; X configuration) 14 n. Thera-iii Fiber -Classic and Smooth -Star Nominal 6903@8 "impact&quo; Glazed Molded 121312D22 No Yes Yale WA Open Composts Edge Fiberglass Single Door Win Glazed Molded Open Sidellth(s) (I nsWng/Outsi XO, OX or OXO coMigu rations) 15 o. ThermaTru Fiher-Clessic and Smooth -Star Nominal 68#398 Bquotmlpoct" Glazed Molded 121312022 No Yes Yes WA Open Composite Edge Fiberglass Double Door Wth or without Glazed Molded Open Sidelnes IIneWne/Outswig; XX or OX IO wnL9uratiorls} le p. Thames-Tru Fiber-CIaesic and Smooth -Star Nominal 9SAGIII a &quetimpact8quo; Opaque 10312022 No Yee Yes WA Composite Edge Fiberglass Single Door with Noded Open Sideles(s) OnsW n➢/Outal XO, OX or OXO configurations) 17 q-. Thermal Fiber -Classic and Smooth -Star Nomina168 ;8 8quotinnpect&quat Opaque 127312022 No Yea Yes WA � Oompoeita Edge F6erglass Double [bon Wih or Without Glazed Molded Open Sidelines III (InsWng/Ouhwslg; XX a OXXO Dxrllguratlons) May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed be'lb w if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Expo bate 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NUN -IMPACT) +67.0/1 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star {IMPACT) FL20468 +67.0/-67.0 psf 12/3112022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80,01-80.0 psf 12/31/2022 Be SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.011 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +3&7/1 psf 4/14/2026 C. SECTiONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/1 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30,0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/1 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2e WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/1 psf 10/8/2023 PGT Series 5500 FL239.2 NiA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NiA 12/31/2024 PGT Series 5500 FL261.1 NiA 5/26i2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/1 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NiA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Ply lass USA, Inc. (for Tile Rood 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 - FL16918.4 NIA 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Borai Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 Ni 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12131/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 -Alpine MiTek Industries, inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-W30.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 512512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards Ir"22 Product Approval Application Detail LIM Entity or Date Pond]no am Iygg Version Manufacturer cantle Erdlneer &license Validated ev Validated submitted faC Approval 81terai ,$ma Rai 2020 Th.r Tru Corporation Steve Jaspermn Lyndon F. Schmidt P.E. Ryan A King, P.E. 07231202(1 07M2/2020 07f292020 101`1372020 Apprwed Catall Exterior Doors (&00) 843.7828 PE-43409 (813)71 SubCatagoryl SWrgirg Exterior Door Assemblies slaspersonotharmstru.co Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Prafamelonat Engineer Pratlum J,amrttig4el Aoomved for Use Aopraved for Use Seq fit Pillill Model- Nombar or Name Product De nse ogon Contract ExoGaban Dabs in HVHZ Outside HVt� Resistant PreaeYR 1 a. Ttxxma-Tru Fiber -Classic and Smooth -Star Nominal 8& i i1quatlmpactilquoh Opaque 12131f2022 Yea Yes Yes Ni Compoato Edge Fiberglass Single Door (InsvuglOuttil X cprifigurahon) 2 b. Therma-Tru Fiber -Classic: and SmDoth-Star Nominal 8&II &quo0mead&quoit Opaque 1213112022 Yes Yee. Yee WA Composite Edge Fiberglass Single Door w1th Sdeliti (IrrmnmWOulsain➢ XO OX or OXO configuratlona) 3 1Themna-Tru Fiber-Clasalvand Smooth -Star Nominal 6&0�6"lmpad&quM Opaque 12nl=22 Yes Yes Yee WA Composts Elbe Fiberglass Doubts DoorAth or v4thout Sdelftes (Ins.Mng/Oubixi XX of OXXO configuragons) 4 d. Therme-Tru FlDenCiamic and Smooth -Star Nominal 8&MD &aUX; npad&gJ01j Opaque l zmi 2022 Yes Yea Yea WA Composite Edge Fiberglissal Single Door 0 nswi g/Outswini X configuration) 5 e. Thermi Fiber-Classicand Pamooth-Star Nominal && ;08qucU.p ct&q..t:Opaque 12/31 r2m Yas. Yes.. Y_ WA Composite Edge Fiberglass Single Doorwith Sidelie(s) ane inglOutewing; X0, OX or OXO configurations) 6 f. Ti*rma-Tw Fiber -Classic and Smooth: -Star Nominal8g;0 "lmpad&quoit Opaque 17/312022 Yes Yea Yes WA Composite Edge Fitle�ia�Oou61e Door Wih or Wthout Sidelines QmesvjngeOubasing; XX or OXXO configuraeons) 7 g. Tharma-Ttu Fiber -Classic and Smoatlr-Star Nomine l 6',81iquatlmpad&quat Glazed 12/31=2I Yes. Yes Yes Ni Comppsne Edge Fiberglass Single Door (Inswitg/0utswing- X configuration) 8 h. Themni Fiber-Olassioand Smooth -Sass Nominal 6':8 liquokirnpact&quo; Glazed IW112022 Yea Yes Yea WA Composite Edge Fiberglass Single Doorw Ith Sdelitets) Onarying/Outswing; XO. OX or OXO cci urations) g i, ThefmaTru Fiber -Classic and Srtgath-Slaz Nominal 8&>?i "lmpatoMquo; Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or Wthout Sdelited (axlWrg/Outawlrg; XX or OXXO configurations) 10 J.Therms-Tru Fiber -Classic and Smooth -Star Nominal Wall Bqud;Impact8quo;.Glazed 12131@022 Yes. Yes Yea WA Composite Edge Fiberglass Single Door (I nscANIOrrfeWng; X conftturiti 11 k. Therma-Tru FtearZIli scic and Smooth -Star Nominal 9&931 D Squattmpacti t Glazed 12131/2022 Yes: Yes Yes WA Composhe.Edge Fiberglass Single Door with Sdelte(e) (InsvtinglOutswing: )QO, OX or OXO configurations) 12 I, TherrrN-Tru Fiber-Ctassie and Smooth -Scar Nominal 8&0*,,0 aquctlmpact&quct Glazed 12131I2022 Yes Ya Ya WA Composite Edge Fiberglass Double Door with or Without Sidelines ill emnglOutsmni XX or =0 configurations) 13 m, Therma-Tru Fiber -Clare and Smoothl Nominal 611i 8 "lmpad&quo; Opaque 12131fd1722 Yes Yes Yes WA Compogfe Edge FlDargtassE ngle Oonr Wth &quo;Non-Irrped", Sdallffi(aJ (inswing/Outswing; XO OXcrOXOwnfiguratrons) 14 r. Therms-Tru Fiber-Classle and Smo rth-Star Nominal 6Ǝ 8R{uctlmpaG&quo; Opaque 12/317i022 Yes Yes Yas WA Composite Edge Fiberglass Double Door with 8qua;Norlmpad&quoh Slidell (I ns4i g/Outswing; OXXO configuration) 15 a: Therr Tru Fber-Classic and Smoofh-8tar Nominal 8'.0 &quimimpact&quo; Opaque 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with "-,Nor-Impact&qua; Sidelte(s) onsw i g/Outawirg; XO, OX or OX0 cotfiguratiorl 16 p'. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&1118qua ImpacMquot Opaque 121312022 Yes Yea Yes WA Compdslle Edge Fiberglass Double Door Nth "Nptrtmpaot" Sidelnes (I naMoglOutaW ni OXXO confgurall 17 q. Therma-Tru Fiber-Classlc and Smooth -Star Nominal dMill &quoit Non-Impad&qugt Opaque 12131/2022 Yea Yea No WA Comedians Edge Fiberglass Single Doer 0mcninsfOutawirg; X configuration) 18 r TharmaTru Fiber -Classic and Smooth -Star Nominal %til 8 &quctNon-Imped" Opaque i wit 022 Yes Yes No WA Composite Edge Fiberglass Single Door Wth Sdellbi OrwW rig/OulmMng; XO, OX a OXO carfigurstions) 19 s. T1larma-Tru Fiber -Classic, and Smooth -Star Nominal .8g;88quot;Non-Impact" Opaque 12131I2022 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or Wthadt Sidelhe6 (Ir swing/OutwAng, XX or OXXO configurations) 20 t Therms-Tru Fiber -Classic bl ic and Nominal 8$.0 "Non-Impact&quo; Opaque 12/3l/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (InsWosrOursWng; X confgurst-I 21 u. Themra-Tru Fiber -Classic and Smooth -Star Nommal8':D 8graltNon-Impect8quot Opaque 12/31/2022 Yea Yes No WA Composite Edge Fiberglass Single Doorwith SidefiI OnsninWOutsWng; XO, OX or OXO conflaurallonsl 22 Y. Theron-Tru Furor -Classic and Smrwth-Sar Nomine, B&p39;0"N-lmpod&quoit Cpeque 12f31t2022 Ya. Yes No NIA Composite Edge. Fiberglass Double Door Wth or without Sdeltes OneMngfOutsYnng; )l or OXXO. confguratiorl 23 w Thermal Fiber -Classic and Smooth -Star Nominal 8',8 &quokNDn-Inpad&quo; Glazed 121312022 Yes, Yes No WA Composts Edge Fiberglass, Single Door 0nsvwrgfOulsWrg; Xconfi0uradon) 24 aThemra-Tru Fiber -Classic and Smouth-Star Nominal 8'88quotJVon-Impact&quo;Glazed 12131f2022 Yes Yes No WA Composite Edge Fiberglass Single Doorwlni sdalte(s) (Inewng/Outsi XO, Oxor OXO configurations) 25 y. Therme-Tru Fiber-Classlcand Smooth -Star Nominal 6&M8"Non.Impad&qu0t Glazed 12Y3laM Yes Yes No WA Composite Edge Fiberglass Double Door Wth or Without SYleI- (Inter inglOutswing; XX a Cli configurstions) 26 z.Thermal -Tru Fiber -Classic and Smooth -Star Nominal S'08,quotNon-lmpac�quot, Glazed 12f312022 Yea Yea No NIA Composts Edge Fipegess Single Door (I nswingfiOutswirg; X configuration) 27 za. Therma-Tru Fibar-Classic and Smooth -Star Nominal S&";0&quo;Non-IrnpaoSquo;.Glazed 1213112022 Yes Yes No WA Composite Edge Fiberglase Single Door with Si delte(s) QnsW mg/OutsW ng; X0. OX or OXO configurations) 28 A. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8'0 "Non-Inpact&quo; Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass OouDle Door Wth or Wth" Sidelines (InewingfOutsMng; XXor OXXO configurations) Flands Department of Business & Professional Regulation Peas I of 2 Building Codes and Standards Suer 11 Product Approval Application Detail MME ssa& NINE: entity or gate r.ndno jet mm valion )duty( ContactEndMar&Llrunca Vaildalorlere validated aulassitted FBCAooroval A,,r M Renbbn 2020 MI Ydlndaae and Dells Brew an"Ier las Luis Roberto Lor Steven M. Url4b, PE 1 ON62020 10X162020 10112i2020 12MM070 Appi Caregai Exterior Doors 1365-3300 1`E82514 (717) 317-8454 "Centel SrdlnO Exte for Door Assembres bsrnrngeramnvd.cpm Corpllam Method EreNa9cn Report torn a FlaWeRegistered Anchtad ors Lcensed Florida Prafssslond Engineer FUN6aal4u ;. (WdtvAssurarne AmoMforuee Approved far Use LMDM Dealer! $cage product ModM. Num Number or Margo Conoco[ EmYYldn Dam In KVHZ outside RVIC Resistant pressure t BERIES 420 ALUMINU M SGD SERIES 420 ALUMINUM SGD OXO 1211310024 No Yes No N/A 14&U4&qu.t x8%quor: NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OX. XO.XX 12/312024 No Yet No N/A 96W.t;x80&gl NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUMSOD REINFORCED OXO 1MInU24 No Yes No NIA 145314&q.dt Xga6qud: 4 SERIES 42DALUMINUM SM REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX IM112024 No Yes No WA XO. XXS%quotX9"cl 5 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM GOD REINFORCED XXX 12312024 No Yes No NIA 143aqud:x9S1I Florida Department of Business & Professional Regulation Page 1 as Building Codes and Standards 10=1 Product Approval Application Detall raft armor smilausawANM Ail, inter 2191%AM aft man Wall ilfigidf1=W CatodEitaMserd Upenu validated FBC Amrovel egQggypd R"Sion 2020 Wayne.0iton, a dwsiwi orOverheeo Door Dews Karim Joan E. States Jeffrey P. Art-. P.E. 1011 00292/020 10=020 12/1.52010 Approved Corporation (330)9634121 PE-51737 (904)821-5200 Caegarlr. Esterlor Doors dkomlshc!waymi-dalton.o ELtCaegery. Sections] 9.1.1ar D-Assemblies om Compliance Neared: evoluartn Report mom a Flodda RealstereclArdhIll ore Licensed Flonde EWOODWAM Protesslaoel Engineer Sw a Product Model. Number pt Mane Product Description O23lI3I mmlrffilon Dee Amraved for llu Aoerrnedferllu In HVIlL oWaIw XVRL ImgecL asiim pressure 3 BDOO/8100111700 $1105 Mai Max width. 14' Max hei Glazing 17/312023 No Yea Yee -31.01 available In top or IntenmedUU aeetion. 10 8000/610M200a1123 16&t39; Max width. 14801381 Max hoot. Glazing 12/312023 No Yea Yea f30.001.33.50 aveilatib in top or Intermediate stellar. 11 8000M10D/8200 a1124 169039: Mexwldh. 148#39r. Max height. Glazing 12/312023 No Yes Yes .34,QPM.30 &eatable In top or humnedists sedlan. -I N N N CDCD U L Ca- iZ O 2 0 W ^^`` W MCD O vI O 0 O a- O W Chi 0 0c _ M _ 0 > An _0 E O FE .- VJ L^i Q Z Z W J 0 �a ryu r 1 i 1;.�1 - ' t" E1� ell C? ;� ✓ irk Q s c c 2. 0 �YJ a CIO E W _ I `U O CL CL L U O L W U ICU m H 0 >` CO a z J z a J a SHEET NO. PA 1,0. 5a Product Model. Number or Name PFOdUCt.Oesenonon OualtIy Assurance Anorovedlnr Contract Expiration fate Use in HVHZ Appmvedlor Use Outside HVHZ Resistant Pressure 1 a. Thermal Fiber -Classic and Smooth -Star Nommsl8& i & Arlon-lmpact6quot Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass angle Door (Inswrg/Outarainp; X configuration) 2 b, ThermaTru Fiber-C(aask and Smooth -Star Nominal5'$8 "Non-Impact"a Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelibil (Insv4nglOutevvi g; XO, OX a OXO 3 aThermhol Fber-Clil and Snrooth-Star Nominal8&i0l 8quatNon-Impaolaquat;.. Opaque 12131/2022 No Yes No WA Fiberglass Composite, Edge Double Door veM or wldrollt S&laites Onsw riprOutiol XX or OXXO configurations) 4 d. Therne-Tru Fber-Classic and Smooth -Star Nominal 7&R39,08quckNon-Imparx&quct; Opaque 12r3112022 No Yes No. NIA Composite Edge Fiberglass Single Dom (I nawrgiOutawing; X mnfrguratlan) 5 aThermaTm Fiber-Classio and Smactfi-Star Nominal78#39;b&quor Non-ImpW" Opaque i2/31/ZM No Yes No NIA Composite Edge Fiberglass Single Door with adelio(s) (InswingtOutswing; XO, OX a OXO configurations) 6 I. Thermal Fiber -Classic and Smooth -Star Nominal 8&08,quokNon-ImpaGBquo ; Opaque 1218112022 No Yes No WA Composite Edge Fiberglass Single Door OnswingiOutswirW X Wrltigulation) 7 g. Thrsmna7ru Fiber -Classic and.6mooth-Sbor Nominal 8'0 "Non-I mpald:" Opaque 12/3112022 No Yes No NIA Composite Edge FI1bsTlass Single Door YAth adelde(a) (I.nswiglOutswrng; XO, OXa OXO configurations) 8 h. Therms-Tru Fitter -Classic and Smooth -Star Nominal 68#39;0"Non-Impsk*uo4; Opaque 12r3112022 rJo Yes No WA Composite Edge Fiberglass Double Door cola, or Without lgdelftea ((nsvingjOUt&'MMg; XX or OXXO configu[sdons) 9 LThermal Fiber -Classic and Smooth -Star Nominal Sitil 8"lMon-Impact8quot.,Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Single. Door Onswrigioubeivrg; Xgoniiguradon) 10 J. Thermal Fiber -Classic and Smoothi Nominal Bg;8&quokNon-I mpgct8quct;. Glazed 12M112022 No Yes No NIA Composite Edge Fiberglass Single Door vAM adeIKe(s) (lnsWiglOuMwing; XO, OX a OXO configurations) 11 k Theme-Tru Firer -Classic and Smwctin-Star Nominal 88#39:88quotbion-Impaa5quok Glazed 12131I2022 No Yes No NIA Composite Edge Fiberglass Double (bar vdih or Without adelftes.(I nsa9rg(Outawing;. XX or OXXO oanngurat(ons) 12 I. Thermal Fitter -Classic and Smooth -Star Nanawl 7'08quotNon-Impact&quoit Glazed 12131=22 No Yea No NIA.. Composite Edge Fiberglass. Single Door OnsangtOutswirg; X:configuration) 13 m. Thevma-Tru Fiber -Classic and. Snrooth-5ka r Nominal 7'0 AquotNon-ImpadAquat. Glazed 12r3112022 No Yes No NIA Canposta Edge Fiberglass Single Doorwith Sidaiae(s) Onsning70u wining; XO, OX or OXO configurations) 14 n. Thermal Fiber-CloasK: and Smooth -Star Nominal 801"Non-Impaet" Glazed 12131Q= No Yes No NIA Composite Edge Fiberglass Single.Ooor OrswriglOutswil X configuration) 15 o. Thermal Filler -Classic and Smooth -Star Nomnnal 89#39:0"NoF4mPact3gtK+t; Grazed 12/$112022 No Yes No. NIA Composite Edge Fiberglass Single Door with adholite(s) O nsnirlglOutawinp: X0, OX a OXO configurabons) 18 p. Therma-Tru Fiber -Clan and Smooth -Star NOmbral:8&939;0&quakNondmpact1qud; Glazed 12/3112022 No Yes No. NIA Composite Edge Fiberglass Double Door a,am or vAlhout r5 delibes (Inswing/Outsvingi XX or OXXO configurations) 17 q. Therml Fiber -Classic and Smooth -star Nominal 63#39:8 &quctNon-Imp oct&quet; Opaque 1211 No Yes No WA CanpoeBa Edge Flberglass Single Door with Transom ill r*OutivI DIX configuration) 1s r, Therma-Tru Fiber-Claesio and Smooth -Star Nominal 69#398"Non-.Impact", Opaque 12131Y2022 No Yes No WA Canposits, Edge Fiberglass Single Door Wth Siidellial and Transom (Irmving/Ouisnins: OJXD. OJOX or Ol configurations) 19 s. Therms Tru Fber-Claesicand Smooth -Star Nomirlat S& 8".Non-Impact&quoit Opaque 12rd11202.2 No Yes No WA Composite Edge Fiberglas. Single Door with Sidell*l (In-ArglCutswing;.XO, OX or OXO Continuous Fall and 6111 con iguretbna) 20 t. Therms Tru Flber.Ckul and Smooths Nominal 8911 08queeNdn-Impactal Opaque 12J31/2022 No Yes No NIA Composite Edge Fiberglaas Single Door Wth Sldelest OnswingiOutemni XO. OX or OXO Continuous Head and Sill configurations) 21 U. Theme -Tor Rbar-Classic and Smooth -Star NomirwlftIl 88quct;Nondiripact&quak Glued 12/31J2022 No Yes No WA Composite Edge Fiberglass Single Door with social OnswinglOulssArg; XO, OX a OXO Continuous Head and Sill configurations) 22 v. Therms-Tru Filer-Clessio and Smooth -Star NomirmIM039:0&quokNon-Impact8quot Glazed IWV2022 No Yes No. NIA Composite Edge Fiberglass Single Door with Sidelt s(s) OnsvtnglOutinni g; XO, OX a OXO Continuous Head and Sit wnfiguraltow) 23 w'Therrna Tru Fiber-Clarsaic and Smooth-Ster Nominal BUS&,$ "Non4mpapt" Opaque 12/3112022 No Yes No NIA Composite Edge Fioorglses Door Panels with Vented Sdelital OnsvengtOvts ini XX XXXorXXXX opnrguraspm) 24 x. Therms-Tru Fiber -Classic arxi Smoodn-Star Nominal g':0 &quor,Ncn-Impact". Opaque 12131/2022 No Yes No WA Composite Edge Fiberglas Door Pawls with Vented Sidelite(s) Onsw it glOutev/mg; )M XXX or XXX I( omhgumions) 25 y. Thermill Fiber-Clossle and Smeolh-6Yar Nominal 139111 68,cuceNch-Irnpacill Glazed I2f31120M No Yes NO NJA Composes Edge Fiberglass Door ParalawUh Vented adelitail OnsWratOutsuvi g; XX XXX a X)W configurations) 26 z. Thames Tru Fiber-Classio and Smocth-Star Nominal S&M:D gLctNon-Impaa&gwt Glazed 12t3112o22 No Yes No NIA Composite Edge Fiberglass Door Panels VA01 Vented Sldelka(s) OnsWnglOultw►g; XX, XXX or XXXX configurations) 27 zit. Therma-Tru Fitter -Classic and Smooth -Star Nominal6':8&quok Non-Impact" Glazed 1213112022 No Yes No NIA Composite Edge Fiberglass Single Door with 3033,0 Sidelie s nsivin /OutsA XO OX a OXO ()O d g. anfgurations) 28 zb. Thermu uFiber-Classic and Smoc&Star Nomine)8B;6&cluot Non-Irrynea" Glazed 12131/2022 No Yes No WA Composite Edge Fiberglass Double Door with 3039:OSidelites OnsWngfOutsvwn9: Oil configuration) 29 1 Thi mal Fiber-Clasdo and Smooth -Star Nominai 8'0 (SquckNon-Impact" Glazed 12/31/2022 No Yes No WA CompositeEdge Fiberglase Single Doorwen 3til Sideiiii (InswinglOutewing, XO, OX a OXO configurations) r Thermal I ThermaFiber-Cal and Smooth -Spill Nomal 8&:0.&quoCNon-Impact&qul Glazed r 12731Y3022 No Yes No NIA Composite Edge Fiberglass Double Door w th 33#39;0 Sidelftes (InswingfOutsvnng; OXXO configuration) 31 zit. Thermal Fiber.Ch sill and.SmoothStar Nominal 7'0 &quMNon-Impad&quok Shmrer 1213112022 No Yes No NIA Serlea Composite. Edge Glazed Fiberglass Single Door vvlth or without W39:2 adelil (Irreving/Outswirng; X, OX, XO or OXO configurations) Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FL#5259-R31 Code Entp,, or Do Pia Pam! 2M Status _NM Version Manufacturer Contact Engineer & Kalldateq By ValidatedOdin . ARDroved Approved Revision 2020 PDLYCLASS USA Maury,iAlpel LicenseJohn W: 1012612020 1412212020 FBC 1211512020 Category: Roofing S954233133OSmalperNQpolyglass.com Robert Nieminen Kneze+ich, PE Awma91 Subcategory: PE-59166 (954) 772-6224 11/01/2020 Underla relents y Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLAb269.R31Products Engineer QUWVAseurence Approved for Use ®10r1rotte0aril Jill= Dealm sag it Product Model Number or Name Prar&m Descriation central Eagradon Date in NVWZ Otaslde NVNZ Resistant Pressure 1 PolydassRoot Underloyments RooAngundedayments 1D/2112022 No Yes WA 4WAI-822,5 1 Polygram Root Undenayments(HVHZ) POyglass roof underlaym ends for use In F8C I=3/2023 Yes No NIA NIA HVHZ liriedicirma. 2 Polyglass Roof underlayments (mm-HVHZ) Poyglass roof urdena rn of for use in 12/2312023 No Yes WA +WAI-=6 Fill non-HVH2 Jurisdictions, 1 Polyglass Root Underlayments (HVHZ) PolygW.ss roof underlayments, for use in FBC 12r2312023 Yes No WA WA HVHZ judsdkdlrxre. 2 Potyglass Roof Undedayments (non-HVHZ) Poyglass roar ur,derlaym ants, for use In12/23/2023 No Yes WA *WAd-BM.S FBC non-HVHZ juliedktlona. 1 Polyglass Roof Undedayments (HVHZ) Polyglass roof underlayments for use In PSC1212Y=3 Yes No NIA WA HVHZ jurisdictional. 2 Polyglass Roof Undentayments (no0-HVHZ) Polyglass rod underlayments, for use in 12(2312023 No Yes WA 4WA1-82Z.5 FBC nontlVHZ jurisdictions. 1 Polyglass Root Underiayments(HVHY) Poi roof undenaymsite for use InFECI2123r.1023 Yes No WA N/A HVHZ jurisdictions. 2 Polyglass Roof Undertayments (nor -Hill Polyglass roof underlayments, for use In 112/2312023 No Yes WA 4WA1-0225 FBC non-HVHZ jurisdictions.. Florida Deparhnerd of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape, al 11sr2m1 Florida Department of Business & Professional Regulation Page i col Building Codes and Standards 202+ Product Approval Application Detail 52i Erd& or ants ants ant GoJiOa arts 101 Entity or sat 2a Deis Pendm 1a6! TIM Merl slanulim ran thippuueer& Uteri VdMdetl lAl YNItMId aLlbmNttd ?5Q Approved AWl $SAM mm Version ContactEndnatsd Lrurwe lhadiaeQffi g;.N".d Wended FBC Aeprowl Approved ad, Affpmatlan 2020 PCTlndushl" Jene R—Al Mlerrd-Oed. OCCO-CER NYDmil 8000-VAL 111)52D20 11ADUM20 11A12020 Al Revision 2020 MI Windows and Dare Brent SOUger American Arch Rectum Steven bit Urih. PE IWII020 IWW020 1(I192o20 Approve/ Catepwy: Wind— (941)48MIGI) (706) 31 5-2590 Category: Window& (717)365.3300 Menuiecturers AssocMian (717)317.8454 subCMegerr. Single Hung Inewskigl9gsnousmeac au6Cetigory: Horb,"ISsder hlmeger�mhmticdm Dominion- Method: Coruscation Mal or lbimp Prodretr orn - ComplMnce Method: Certification stork a Losing - fti2aBOta _ OudRvA.—. Approver for. Uu Aoomovedfrzthe t@pect 22" F/ste) 143forodrxls ddhv Assurance ApprowdrorUsa Aoeroved fa Use. inoot Deal .agent Product Model,Numberor flours, Predict Description Corerol Omlrallon Date In N,Mt Outside MVHt Resistant Pressure SMA nodur3Modm.rAaahrwManu Product ,g g contract Expiration paho aNVKZ Drtacm RWZ assistant ijryaggp- 2 SH55011 (Leige MIi Impact) Vinyl single Hung Wind- 0713012025 Yes Yes Yes WA 1 HS 188 Fin end FI Frame 73x621 insulted doss 02M812024 No Yes No-55'-55 Florida Department of Business & Professional Regulation Building Corms and Standards Product Approval Application Detail Page, a1 tell raft mm Y.tuiffi Manufacturer R—ok. 2020 MI Windows end Does, Category: Whhdows "Citlial Masons Compliance Mempd: Evaluation Report from a Florida Registered Architect or a Uwnaed Florae Profemiond Engineer �4Si=`.sass o�vrr'"'a INN Roduet Mode. Number ar Name 2 6704 Fonda Department of Business & Professional Regulation par I al Building Codas and Standards t+52021 Product Approval Applic ation Detail EDdIs.9L "I am a;df.Issiona0a am Carioca Endmer, is Lk whir Validated IN Validated Submitted FBC Approve A,—d Brent Shill Luis R Lul PE Steven M Lerch, PE iWOa/2020 1M62020 10/191I 12m5J202o Approved (717)385.3300 PE-Ill4 (717)3f7A454 bs,NiniteramMd.com call Assurance Anrovedrmuser emsovedfor Ur, ku" U29M D In HVKZ oulaid. HVMZ aaaistat Pressor. Vetiesl Aluminum Wilton 121312024 N. Yes Yes N/A Florida Department of Business & Professional Regulation Pape za2 Building Codes and Standards 100=1 Product Approval AiplicaUM Detail Sd9t Entity or Mkling Dal Prldno 20i49! _ Erift or Doe Pendnp affi! Misty Vasil l $ EhainalLeansa Validated By Validated Stagnated FSCAmroft pou'oyed gg(gg 7tgL 1LSR M Manufacturer ,contest ErWNarAUperm Validated al FBCAmrovd Approved statue. Rapidan 2020 Jam. Hurdle. Suildrup Products, Inc, Chad aarcls V. Andi Tan John Southard, P.E. 01/05=1 42/14,2020 01,101 tlln9 FOC Appn Revision 2020 Akide Will Thompson Lyndon F. Schmks,P.E. Ryon J. King P.E. 021152021 03/+5rz021 =22021 04n32021 Approved Causal Panel Wells "Cate1A)rY• $long (909) 545-6359 PE-61662 ched.dlerd oCarn-hord (3$2) 367-2528 Causal Panel Will SubC ftgol SofRs 1330) 92Z2388 PE-43409 rAhormoconealoidesom 16131 787-6555 Compiler— Method: Evaluation Report Roma —on Cortnpllanci Mehod: Evo ir» Repwl Born a Flodde Registered Andiltect a a Ucorl Florida Florida ReglstenrdArchbict or a Licensed I'lodda. Proressimal Enpl— Prdesslurel Engdnea FirN.3s9R.Rafkoduafia:. Lua6v Assurance - Apprm'dtorUaa Amx0I for Use hoe Deal .. rehear Aserrmw.a Am,m for Use Approved for Use bliall 22ME ad t Product Model. Number a vane ProdUetDesaintbn Contract Eupha n two III HVHZ outside WRZ RashtlN Pressulg all Product MdW. Number Or Nana sited A 10-11a loin covered "ration fhb In HIML outside HVHZ Resonant Priem 1 Cara+lank Lap Siding iber-comsnt tap siding ImItio23 Yes. Yee N/A N1A 1 a. bwo(2T"ok Sol& Vent or I Vast DOM 12/312023 NO Yes No NIA 2 H",Plenk Lep Stding suer- Foment tap oldng 12/312023 Yea Yea N1A WA 2 b. Awct.Alil T4Aqud; Will Vent or Sold Vinyl Soft 12r312023 No Yes No NJA 3 c. Awd:Geentirlar vintage Beaded-R: Soifh Vent a Sold Vinyl Swlk 12t312023 NO Yes No NtA 4 d. awot:058i SON VI or spud Vil l Sae 12/312023 No Yes We WA 5 o Upd.Chvul Dak" Som Vent or Sold Vinyl Done 1213IM23 No Yes He WA 6 i&quct;Super Spend kSofia Vent or Slid Vinyl Store 12131,2023 N. Yea No N/A Florida Department of Business & Professional Regulation BuikSng Codas and Standards Product Approval Application Detail Pager I efl +o+M2o21 926 En 20 aft& �! Itgq Version i)91>t�alt¢ Contact Engineer Upsnse Voided err Y8ldWsd Sulloadded z22Avgmmt A,—,d am& ReNsbn 2020 TAMKO Building. PrgduCis LLC Kam Eden Robert Merdl John W, KnezeviI PE 1W412o2a OW92020 ,OA221320 12M52o20 Apposed Category. Roping 141?) 024-084.4 PE-59156 (954) 772-6224 SutiCatiounY.. Undedgrtrents kem_dertllilmrko.com ComolWnea Mehod EveWstion: Report tom a Florida Registered Architect ors Licensed Florida Piofessi l Engine. Dually Aasv,— AnaAwdf use Anpravd for Use Imple'd also AMA P odud Model. Numter a Nam contract Erdrdkm Date lg.k= Outside HV14Z stoup rP assure 1 TAMKO Rod Underlaywrits(Hi Red und.dayrnal for user In F BC HVHZ 0629/2023 Tee No NIA WA lalsdcnons. 2 TAMKO Rod Undrtsymon1s 1 NDN-HVHZ) Ref undedayments for use in F BC nor.HVFR Ofir297023 No Yes NIA WA jurisdictions. Florida Department of Business & Professional Regulation pathos a1 Building Codes and Stands rds wreo2 Product Approval Application Detail code am 20 Deb EeDdm Bins LM Vas.. fillansufachroor Contact Enalmor Is ILI Vagddd ra Validated subholifted FBI Auditors! Agaum gyggd Lon— Kabina J Jame, L Buckner P.E. Sayan M. Urich, PE 11 20 11 129720 - d Revision 2(r10 L euey 23120 232420 1 20 rep FBC Aapr. Category: Roping (501)993.6163 PE-31242 (717)317-64$4 SabCa(alpry: Reeling Accessories that are an k)elleyaianmco,com Integral Port of the Ral System Compiianca NYhad: Evou.01 sn Repi from. Florida RegderedArohaector a Licensed Florida Professional Engineer Approved! forUee Aim? owe fat Use ffiIpaSi pswm aggJR Proda.7 ModoL Number pr Banco Product Doolurkil IMF 'S flak, in HVI Z outside MVHZResistant t>teuure 1 Decl-Airl DA-4 aTR1-Bu RDo is -Air DA-4 tar Proll P4Axopylena Phi Rod Vent INW2025 No Yee No •97.51-g75 McManwaly A9schad to Ppwoad Dock, Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detall past of 125Im22 996 Entity or 21A 21111 Dais Pendiao J r— Version Manufacturer Contact Enainaer&UpeaMe Validated erg Validated Submitted FBCAbomvat Approved status Revision 2020 All American Shutters and Glass Mice Barbieri Frank L. Bernardo RE Troy BWsi p, P. E. lU28/2020 1Oil 6r2M 11/0512020 12d15/2020 Approved Cat"ory Shutters (561) 712.9882 PE-0046549 (954) 247-0880 subcategory; Storm Panels mikeb9allamericanshuhe Compliance Method; Evaluation Reportfroma mcom Florida Registered Amhiteaors Licensed Florida Professional Engineer Saoir Product Model Number "Name 2ualhv Assurance Ammved for Use Aoomved for Use Product Daacrlotion Contract Expiration Data In HVHZ Outside HVFIZ j)pbel Resistant a54ion Proasure 1 24ga Gevo noted Steel Storm Panels 24ga Galvanized Steel Storm Pal 1213li Yes Yes Year NIA Flollds Department of Business & Professional Regulation Page I oft Florida Department of Business & Professional Regulation per 1 al Building Codes and Standards 106=1 Building Codes and Standards a wag21 Product Approval Application Detail Product Approval Application Detall Stab Entity or mis ants Dot,pondrn salt Cgds Entity W artd orals Quide, Ismilliso salt Version wnuresturar Spiel Endues & Ucessr Validated By Validated aliarlCed FBI Approve Aborigyyd Iwo Mi Version Manufacturer stwma ardneer & Uteme Validated 1W Validated illy )rec Ammvd Approved Pram son m2o0202 MrTak Inc.Ina. Enn Walden ICC EvuuaBon 6`4rdca, LLC ICC EYiutpan Bdvipe, W 1r2a21 a6 1 22a a6/1 21 eves Mgr« Revision, 2020 sou er WMe h a Rib Bel n ICC Evduadav SeMce LLC lain Lehrer. P.E. dwl 07p22021 10l132020 O 2J03f20N Apa GW Category: structural car;: —I (952)898-8835 LLC. Category. Stractael Components (253)R24b176 (600) 639.3288 SuIrCista :'Tnisx Pietas awaldenarM rsom (2g5) 5IIJ-1 0 aubCdagi Engineered Lumber Robert bI&.4n@weyema CAmpllae atiall Evaluation Repot from a Compliance Meted: Evdus im Report non a euad:can Product Evaluation EntWY ftiM52r-Rtf Peaduydt,.. Product Evaluation El .. FLe21ar.ImPrseasb .. - fhbRVAssru-arks, Amrovdfor Use Approved fa Use. torst... affiktl1 ails Assurance, Amrdwdf Use Aoeroved for Use r 20M sepia Product Mould Number or NM Product Desenadon Control Cwsratlon bee 11 hyli t outside HViit Resistant pu Sto # Pro" Model. Number Mama Product Description eontrad exalwim pat In HVHZ Outside HVHZ Resistant Pressure 1 Mi ,a lie. high at—gh I- connector plate/2/312022 Yes Yes NIA N/A 1 Wrdam LVL Laminated Verner Lumber OW312023. No Yes NM N/A 2 Milli 18 ga. super high abength,truss connector plate 12/312022 Yes Yes MIA NJA 2 Perdlem PSL Purl Strand Lumber 03151=23 pill. Yes N/A MIA 3 NN 1a 16 as. times cormwor plate 121310022 Yes Yes NIA NJA 3 TlmborShand LSL Lammed Strand Wrri 03111=3 Na Yes WA WA 4 MT18HS 18 go.. high strength buss emnacta plot. 12J312022 Yes Yes MfA NJA 4 TJ Rim Board StruLaml Composite Lumber a0rlented SVald 031311Z023 NO Yes NIA NIA 5 MT2CM-IS N ga. high strength Wan em"dor pNn IV31 rM2 Yes Yes NIA WA board Rim Board 6 TL78 MT18 18 ga. toss connector Pietas 12/312022 Y. Yes NIA WA 5 W."ou sr Ran Beard Oriented ra l Brord Rim Board OW 2023 No Yes NfA WA 7 TL20, WT20 2091 bull Opnnoctorplat. 12131QO22 Yes Yes NIA WA -U& 111111111 Version Full 2020 MI Who-, anti Doors Category: Windows - "Category Fbred ,complier— Meglod: Car tenon Mel a Lieting PIMBU 14l:reibds 8w Y Product Modal. Member or &M 185 add Page 1 orz i/5t21121 2ft Jl 91 Date Pendt Dent y lire F&C Agnvld eaQglad atibi 1122/2020 11222020 11r282a20 ApPrUi bdtiingerC.W.can gudbA2maM A,mrovedfn Use AQWAM fin Ilea Imgagt nawm Product Drecrkft CorhAct Expiration, Date In Mil outride MVH2 gesbtwd Pressure 73 x 72 Insulated Glass 04032023 No Yes No -M-80 Florida Department of Business & Professional Regubttlon Building Codes and Standards Product Approval Application Detail Page 1 al rail am FAM Or "it 29A Date Parana mu mm Vender, Manufacturer called Engineer &Ueerse Validated By Validated Submitted FaCApptoval gggpygq A11Ymetlon 2020 PDT Industries Jena Rosowdd Nnomt-Oopp al- CER Monti SCCO- VAL 11A152g20 110105M20 1111112020 Approved Catapory: yandoes. (941) 488-0100 (786) 315-25N Subcategory: MuNans Jrceowsid®pgtindusull Compliereis Madiad: Certhicabon Mal Or IJstlnp }Gfg&t-R7S:Rvaendt orn adS Isl Mato Number or Name Product Descdodan Dualk, A,— Anorowdfpr Ues Aoapvd fix Use Control Expiration Dde kin Mi Ouside )IVKt rowel ROM RHIstard pyre 1 Muaons la All Door and Windows Aluminum Muaom 05/262028 Yes Yes Yin WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Par I d2 V11AW Florida Department of Business & Professional Regulation Page 1 dl Florida Department of Business & Professional Regulation Page., a I Building Codes and Standards d y 21 Bull Codes amid Standards ra m2, Product Approval Application Detail Product Approval Application Detail SR4s l:narw ailE 2" Doe Pendm owe ,losses lis iS94 st EWItL4r am aX! pan Finding gg(t Myna YACWM ldaoituctiul Contact Enp+IrrdLrsarws Vessel a, MANAW submitted FBC Atbroval aumm lag- sit Vardar Manufacturer Contact Mlah—ALl ma Valkdetlw Vdltldad SLANI led FICAonmve Approved statue Reision 2020 L.V. Thompson, Inc. dse Thompson Architectural Tony Christman Zachary R. PrIess Steven M. Urich, PE 0901 72o2o 09/192020 o9r2wa20 121'Yt020 rppral Remsien 2020 Fldde MO N Preclude Inc. Clark Jones James L. Suck . P.EQ Steven M. Urieh. PE 0R27202a o02fV2010 IOKW2020 12n62020 Approved Metes Cpmpeny(TAMC D) 11113)248-34H P674021 (717)31741 Cattail Roelnp (904)7834400 C13UCK Engineering t717)317-0454 Category: RooY19. tinyQpomelekooM9can thst�e alasNnomco.eom PE-31 zez &ACoadgil : Rooting Accessories that Me an Integral ofhe Romngaystem Integral Part ofhe Rooting System Compliace Method; Evaluation Raped from a Cmpiker. MNllod Ewluatim Rapti tom a Fil Regfill Avchnect or a Licensed Florida Florida Registered Architect or. U—sed Flatda Prdessloml Engines Pro(salon l Engines _ ELd2lSS"2 products OrmdRv AaNearru Approved to Use Approvd for Use wEari a!1111111111 Quaint Assurance Aoorowdfor Usa Amlovd for Use ill= DoWan Ia" Product YpMI. sappier n wino Product liki—listen In Wiz putdda HVNL Rouldistart Pressure $sit$ Proud NmM. Mantes err Nome gip I,Hl gym ) pp�a 3 3-FLANM,Ougoote0Ridpe Venr": Mminum Ridge Vent for Often ro"flibncend 12131r2i No Yes No NJA 1 TAMCO Flst Tcp 09-Rldpo Vent with Bair& for TYe 26 ga. &tali. roofvemilata with baste 09+092028 Yes Yes NM WA from 0.025' Aluminum 2 TAMCO Gooseneck Vert 26 ga. 09'082026 No Yea NIA .0d52,5 3 TAMCO OIPRidge Rod Vent%ih Elena 26 gee static roofvddial with integrated tanks 09IM026 Yes Yes NIA N/A 4 TAMCO Round Top OtFRMe Vent with Bahkr for Tile 26 ga. strip roof ved Ww with bathe 09/092026 Yes Y. NAA N/A Florida Department of Business & Professional Regulation Pagel d3 Florida Department of Business & Professional Regulation Building Codes and Standards 1172021 Building Codes and Standards IiMM22 Product Approval Application Detail Product Approval Application Detail i� Eiroftes or 20 2#4 09, Pence- lia Code � � Pending Data � Version J Contact Endnsra Ueame YdMdd lie Validated il1d� FOC - Sys Version Myrurd$gfuag Contact Emir Dar&Ucanse Validated 8v Validated ,Sy�jggg �C Aen�erad Revision 2)20 Real RocMg Andersen Raclin IAPMO Untonn eva+ui tion Gary W. Walker 11,03r1020 111U212020 11M5M20 Approved Revision 2020. Global Protection Products, LLC. Thin Robinson Walter A. Tilt Jr., P.E. John W Knexevtd,, PE 09/08/2020 0ailil U2n 101011j= 12MWM20 Approved Caegory: Reeling (801) 580�6091 S4Mam I.I.C. (205) 854-NN Category: Shutters (954)60g-7545 PE-M187 IOU) 772-6224 SubCatagory: Roosng Tiles RobinAndelsonGbol Subcategory: Storm Panels tim.robinson®gppent.eom Corrpnanca Mdhd: evetuspm Repod from a m Compliance Method: Evaluation Report from a Prodi E4M1 on Entity Florida Registered Amhill or:a Licensed. Florida Professional Engineer Quality Assurance AMrovdfpyUu Approved for Use khm ar1111n FL#f'3QT6.%Ptdtla¢ffi. ,. 5taa D 3a cwvruad Exdrebn Dale b tl2Ni a)tltide266>a SIM�t EMaalrrL al Assurance Quality oem fe U +°+�m9 r � Aeerosetl for use imaiSd Glim6 16 y try Sort Ergs salon -snake. mate. coon nee tad k11 Flat pflb-Dents cD 2/1rz020 Flat Pro name, R 1 3 Na Yea NfA NIA Sea 9 product hlotlel. Number or Name ProduU DecprlWlan Contract Expiration Dale In HVNZ Outside HVHZ ResltdaM Pree9ure 17 Thatch NO- tale. t Saxony Shake Aamp: Split Shake Flat Profile- CA 12CI2020 No Yes NIA WA 1 20 Gage Galvanized Steel Storm Perm LHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112022 Yes Yes Yes NIA 19 $00-Slate. Sezany 800-mete, Sheke&smp: Split Shake Ralt.,on. FlstProfiM- Rislta, CA 12131202o No Yes NJA WA 2 24 Gage Galvanized Steel etorm Parrelaill or not by trades to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2022 No Yes Yes NIA 15 Is Saxony 700-8hske, Slde & S,MR Shake Flat Pei -Stockton, CA 42Mi M2o No Yes NIA WA or not by tracks to provide hurricane. protection. 20 27 Saxony 700- Simko, sloe Atri Sri Shake Total Espana l a. rearms Pet ProaM-RJil DA IV31i202a Mgr Rdre.-Katy. TX I2/31rz020 No No Yes Yes N/A NfA WA NJA 26 Villa Low Prone - Ka1y. TX 12/312020 N. Yea NIA MIA Florida Department of Business & Professional Regulation Pape I oft Florida Department of Business & Professional Regulation Paget di Building Codes and Standards 1)7=21 Building Codes and Standards i n2a2, Product Approval Application Detail Product Approval Application Detail roll Eno or Do taut DotperdnY ante IYdR Vane,, MMWdAnmer Erse VaNdatdB. ]gym, $WMaMd FwARWMA A�Vd adds. R.'Ila n 202o Alpine Si Levels ICC Evduaeon SaMm. LLC Wilson M. Ranier,, PE 101312020 iW2/2020 I Will WO 2020 Appeared Caoolary: Structure Components (321) 710-3377 (407) 661-1917 SubCdeepry: Traaa Pldae slewle�alpinetir..com Corrpliaellethok. Evaluation Repot tan e Product Evaluation Entity FIAIS"z Products Ouill Assurance Aoaroved for Uses Approved for Uw yin M o ae1 r ,@948 Product Ill KLObdr or coma. lef"Descrodon Control Expimim gas In HVHi OdWdNHYM l"Btard pressure 1 ITW BCG/Alpim Higher Strength IH &: Si Metal Connector Plate 1 Mi2024 Yea Yea NIA NIA 2 ITW BC6/Alow Shiite Plate Metal Coral Plato 1213112024 Yee Yea NIA NIA 3 ITW BOO/Alpm Tmlcl Metal Comecta Plate 12/312624 Yea Yes NIA NIA 4 ITV RCG/Alpine Waw Metal Con naotr Pate 1213,2024 Yes Y. WA NIA Florida Department of Business & Professional Regulation Building Cosies and Standards Product Approval Application Detail Page I oft g1282o21 Cads 15illhior slut an CanPWCIW ant. mm Vital egg Carded Enalwr&License Vdideed By Valkletrd fullenthrid Fail Approval 8Bproffi gibm Af iinneWn 2020 APIA IJuminum. Inc. Jose Save Wit. R, Lomas stew M. Urkh. PE 111ism2o 11nal 11202020 Apprwd Coal Panel NElas 1407) WB-2008 PE-62514 (7f7/ 317-8454 &Ylralaaary: Sofds tlphwlunni mincayahp Censorial Mehod: EYduadm Report ton a 6.0m, Florida Registered Arehflwt ov a 1-1—d Fonda Professional Engineer Quotas Assurance Apuroyd for Use Approved for Use Wished Deal I la Product Ml Nrmbv or coma Product msprtdlpn QMkid bmintlon ihte m RVKZ Outside HVHZ Radsiant Prassul 1 Alpha Aluminum sold damp: Vented Aluminum Sloan/ Alpha Aluminum Said damp; Vented Aluminum 031 No Yes No NIA CMU damp; Wwtl SdM/Cull damp; Wood May 27, 2022 .F-0 ^' ^W^` �W i —Cu 0 0 W C C Q O N O C6 O =J W � to cum O CIO02 _0 .= VJ 0— Q a Z Z W J N 0 ccle 0 'Ya (7 e LL _1 �) c �c r� r.•J < - o e� NJ 0 t..L .0 0 0 U. - Lrj cn QD E �a Z U) cia > O CL O � U O W U CU m � Q O LM W Q W W Z J Z Q —i SHEET NO. PA 1 A W Ca U 0 • Simpson Strong -Tie 2020 FBC Approved Products For direct Inks to all SST approvals Ided below, CLICK HERE Updated 12602020 Simpson Strong -Tie 2020 FBC Approved Products For direct links to all SST approvals Isted below, CLICK HERE updated IMO/2020 •• Simpson Strong -Tie 2020 FBC Approved Products Updated 12130621020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJWMo Q Cp ii For direet Inks to ell SST aPPrWd15 listed below, SLICK HERE For deeet Inks to alI SST approvals listed below, CLICK HERE CD ^O LL For addtkmel Irdormatlon regarding Florlca's 8tatewlde Product Approval System and Mamt-Dade Canty Notice of Acceptance (NON. CLICK hem For additional Information regarding Florida's Statewide Product Approval System and Nand -Dada County Notice of Acceptance (NOA), COCK HER .Far edditknal IMirrtation regarding Florida's Statewide Product Approval System and Maml-Dade County Notice or Acceptance (NON, CLICK HERE. . For additional information regarding Florida's Statewide Product Approval System end Marra -Dade County Notice of Acceptance (NON, CLICK HERE. .� U a- FL#2355-R7 FL#10446-RS FL#10456-RO 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518'to 3 ", U 9116" and heights ranging from 45115' Iio 11 Concealed flange CD JS" Product Model. Number or Name Product Description Sao # Product Model. Number or Name Product Descritrtlon IS1 Product Model. Number or Name Product Description version (HUSC) available for models having width equal to or 0 0 _� 1 Titan Ste in less Steel Concrete B Mason Screw ry ITT V4"diameter Titan stainless steel masonry screw 1 A21, A23, A33, A34, A35: A44 Angles 1 BT, BTB. 8TH Brick Ties greater than 3-9/16". L L 2 APA21, APA4, APAS, APVA21, APVA4, APVAS Outdoor Accents Angles 2 CMST12, CMST14, CMSTCIB Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7/8" to 3- 0 Q a 3 APB44, APB44R, APVB68, APBSBR, AP888, APB88R, APB1010. APB101 OR, APVB44, Outdoor Accents Post Bases 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 518" and heights ranging from 9-114" to 16' 0 C) _0 LL _ FL#9589 RB APV844R, APV866, APV866R, APVB88, APVB88R, APV81D10, APYB1010R 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63SDS, LGU5.25-SDS Face -mount hangers Co :i 0 4- ICU 4 APDJT2-4, APDJT2R-4, APDJi APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 CompressiorliTens!on Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers 0 0 1W Product Model. Number or Name Product Description APVDJT2R-6 8 DSP, SSP, TSP Saud to Plate tie 15 LUC26Z, LUC2102 Face -mount hangers -0 0 1 SDI 0112DBB Outdoor Accents Connector Screw 5 APHH46, APHH45R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, HO, H7Z, H16, HISS, H76-2, HIS-2S Hurricane Ties 16 LUS series hangers ths ranging from 1-9 Faoe-mount hangers available in widths /18" to 4 � 0 � �! I - 2 S09112, SD9212, S010112, SDIO212 Strong -Drive SD Connector Screw 8 APL4, APL6, APT4, APT6, APVL4, APVL8, AP0T4, APVTS Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedcwn 5/8" and heights ranging from 3" to 10-15116' in O 0_3 SD9112SS, SD92125S Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R. APL-126, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 9 H824 Hurricane Tie 17 MGU3.63-60S, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-5DS Face -mount hangers C- 0 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221 c14, Strong -Drive SDCP Timber -OF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDSt.5, HSS2-2-SDS3, HSS2.3SDS3, HSS4•SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9/16" to 5• SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5, HSTB Straight Straps 118" and heights ranging from 6-1511e" to 1PA Z'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber -OP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTSI6, HTS20, HTS24, HTS28.. HTS30, HTS30C Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP221100, SDCP221134, SOCP2714OU 11 DJTI4 Deck Joist Tie 13 HTS016KTZ, HTS020KTZ Heavy Twist Strap 20 SUR; SUL, SURC, SULC series hangers Skewed Face -mount hangers available in widths ranging from 1- 6 SDHR27400, SOHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9118" to 3-9M6" and heights ranging from 3-1/16" to Ia_T4". 7 SDS25112; SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SOS26412: Strong -Drive SOS Heavy -Duty Connector Screw 13 FC4; FOS Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21; LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500; SDS25600, SDS258M 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on ty acute flange R concealed. 8 SDS25112SS, SDS252OOSS, SDS25212SS, SDS253OOSS, SDS26312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF2716, SDWF2720, SOWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A•2, HI OS, H14, HOA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap Wand heights ranging from 2-5/8" to 11-114". 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 MediumGrderTiedown Straight Straps FL#10007-RO 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, META21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps FLIMO667-R6 20 L30, L50, L70, L90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps Sea Y Product Mode). Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC68133 Pre -Bent Straps sea # Product Model. Number or Name Product Description 1 ATR318, ATRItZ ATR518, ATR3/4 Threaded Rods 22 LS30, L650, LS70, LS90 Skswoble Angles 24 MSTI26, MSTI36, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1.9/16" to 7- 2 ATUD5, ATUD8i ATUD9, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-118"to 30'. 3 BP318-2, BPI/2, BP1/2-3, BP5/8.2, BP5/8-3, BP3A. 1313314-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSW26RZ, LSS128LZ, LSS)2SRZ, LSSJ21OLZ, LSW21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2z12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW1l2, CNW518, CNW3/4, CNW5/8-1/2, CNW3/4-518 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slopeabie/Skewable Hanger 27 RCWB12, RCW814 Wall Bracing 1/8" and heights ranging from 9-1/4" to ZV" 5 CTUD55, CTUD65, CTUDSe. CTUD75, CTUD76, CTUD77, CTUDS7, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-11Z'td 3- CTUD98, CTUDW 27 ML23Z, ML24Z, M1_26Z, ML28Z, ML21107 Angles 29 RSP4 Stud to Plate Connector 5/8" and heights ranging from 7-114" to 24". 6 11,13, W, N5, NO Heavy Hex Nuts 28 M1MH8 Roof Tie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD38, RTUD4, RTUD4B; RTU05, RTUDB, RTU07, RTUD8 Rabcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 5B" and heights ranging from 9-IlC to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLUI311 Face -Mount Hangers 32 SS1.5, SS2.51 SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5-1/4" to S- 9 TUW38 Take -Up Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18; ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST6224, ST6236 Straight Straps 7/8" and heights ranging from 11"to 32-1r7. 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, T1330; TM, TB42, TB48; TB54, T856, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-6/8" to 7- 11 URS4 1/2" Uplift Rod Run Tiedovm System 33 RTC22Z, RTC42, RTC27, RTC44 Rigid Tie Connectors 35 TWB10, TWB12, TWB14 Wall Bracing 1/4" and heights ranging from 11-114" to 37'. 12 URSS 518" Uplift Rod Run Tiodown System 34 STC, STCT, DTC. HTC4 Truss Clips 3S VGT, VGTR, VGTL Variable Pitch Girder Tiedovn 7 GLS series hangers Saddle hangers available in widths ranging from 34W'to 8-7/8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB100, WB108C, WB126, WBf 20C; WB143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11"to 32'. FL#10441-R6 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116" to 7- FL#10447-R5 1l2" and heights ranging from 8" fro 30', d Product Model, Num bar or Name Product Dow rhotion -Ja Prod uot Model, Num ber or Name Product Description 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to S-71W 1 DTT2 Hold-down Sea # Product Model. Num bar or Name Product Descrlatlon I C0H2.37x5.5, CBH2.37x7.63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" to 2W. 2 HOC10/4, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and top -flange (DUUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 /4" to 8- 3 HDQ8, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2LSDS3, DS05RSD93, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9118" to 3-9118" and heights 718" and heights ranging from 7-112'to 37' 4 HOU2, HDU4; HOU5, HDUB, HDU11, HDU14 Holed -down 3 GBC Gable Brace Connector ranging from 9-118" to 23-15118". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.61, HCP2, HCP4 Hp Corner Plate 3 HGU3.63SD$ HGU5.25-SDS, HGU5,50•SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33". 6 LSTHD8; 1_STHD8RJ Strap -style hold -drown 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5.2513.25, HHRC5.3713.IZ Heavy Hip to Ridge Connectors SDS, HGU9.00-SD6 13 HIT series hangers. Top flange hangers available in widths ranging from 2-5116" to 3 7 MASA, MASAP Foundation anchor strap HHRC138 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.518" to 7- 9/16" and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strap -style purlin anchor 8 HRC1.81, HRC22 Hip Ridge Connector 3/8" and heights ranging from 55I18" c, 12.718". 14 HUSTF series hangers Top flangejoist 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 HHGU5.25•SDS, HHGU5.50-SDS, HHGU5.02SDS, HHGU7 00SDS, HHGU7.25SDS, Face -mount hangers 3-911Wand heights ranging from 5-318" to 13-1/8". 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,OOSDS 15 HUTF; HUCTF series hangers Top flange hangers available in wdths ranging from 1-9/18" to 5- 11 STHD10, STHD10RJ 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 1/2" and heights ranging from 3-7/18" to 15". Concealed flange 12 STHD14, STHDI 4RJ Strap -style hold-down 10 TC24; TC26, TC28 TrussClip HHUS7.2UID version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9116". F71 THAC422, THA426:. THA422-2, THA426-2 118" to 5-1/8" and heights ranging from 4-3/4" to 15-314". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/1i3" cr 7- 12 THAI1.81122, THAl2.06122, THAl2,1122, THA1222, THA1322, THA13522, THA1422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 118" and heights ranging from 5.3W to 28". 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4Xmodels; only acute flange is concealed 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- C 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers 1/2" and heights ranging from 5-3W to 32' 40 - . 0 15 THJM2.4-SDS3, THJM2-5SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/16" to 3- ® (x7 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19.1/4'- Concealed flange SIS" and heights ranging from 9.1 /8" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equalto or 19 JB series hangers Top flange hangers available in width of 1-9/19'and heights LID (N 18 VTCR Valle Truas Clip Y P greater than 2-9116". ranging from 5-3/8" to7.114". ) I 10 HUCQ1.81/9SDS, HUCCI.81/11SDS. HUCO210-2SOS, HUCO210-3SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-91 heights SDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.25r9-SDS, HUC'05.25111SD2, HUCQ610- ranging from 9-3/1e"to13-118". SDS, HUCQ612-SDS It r Q- c! i C u ;n O O C C) Simpson Strong -Tie 2020 FBC Approved Products Updated 12rYM2C Simpson Strong -Tie 2020 FBC Approved Products Updated 12l3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r300020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12l3W2020 r q t �} ®For Bract Inks tool] SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE ® For direct Inks to all SST approvals listed below, CLICK HERE. � For cr" Inks to all SST approving below, CLICK HERE ' Q- 4-- • additional information regarding Florida's Statewide Product Approval System and Mom -Dade Canty Notice of Acceptance (NON, CLICK HERE. For • For additional information regarding Florida's Statewide Product CLICK HERE, eg 9 Approrvai System and Nami-0Dade Canty Notice off Acceptance (NOA), _ .Far additional intimation regarding Florir�'s Statewide Robrui Approval System and Nam -Dade Canty Notice of Acceptance tNON, n nCnc Hcac . For additional informations regarding Florida's Statewide Product Approval System and Nemi-Dade County Notice of Acceptance (NOA), LUCK HERE. Flori 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 15 S4.BV1.56. SILBV1..81, S1LBV2,06, SLBV2.37, SLBV2,56, SILBV2.68, S/LBV3.12. Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-318" to 15-1/6". S/LBV3.56, SILBV3.62, S/LBV4.06, S/LBV4.12, S1LBV4.28, SLBV4.75, SILBV5.50 6 Soong -Bolt 2 (STB2, STS24SS, STB2.8SS) Strong -Bak 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9/16" and heights ,-dkSLI Product Model. Number or Name Product Description 19 SILTT20, SDTT2Z, S1HT714; HTT4, HTT5 Holdowns steel and Types 304 and 316stalnless steel ranging from 93116 1013-118". 1 HHUS2103, HHUS210.4 Joist Hangar 20 SIMSTOO, SIMST72 Straps 118 mil (10 go) 7 Titen HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titan HD Heavy Duty Screw Anchor for concrete and masonry 23 LEG3, LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRS8, HR512 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head In carton steel and Types 304 and 316 718" and heights ranging from W to 331/2', 3 HUCQ210-2-SDS, HUCQ210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP Shad PlaiB 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, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-1rZ' 5 THG02SDS3, THG03SDS4:5, THGQH2SDS3, THGQH3SDS4.5, THGQH4SDS6 Joist Hangar 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Tap flange hangers available in widths ranging from 1-9116" to 5- 6 THGW33, THGW34, THGW43, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hangerior concrete 1/8" and heights ranging from 9-114" to 24" THD50234RH, THDIO212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights 10 Wadge-All (WA) Wedge -All Anchor for masonry ranging from 3-310" to 7-1/8" FL#11473-R5 FL#13904-RS CD 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- JgdU Product Model. Number or Name Product Description kag Product Model. Number or Name Product Description FL#16230-RS 1/8" and heights ranging 9-114'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.82-SDSHDG, CCQM4.e2-SOSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor OCTQM4.S2SDSG, CCTQM5.50-SDSG, CCCQM3.82-SDS0, COCQM4.62-SDSG, Jed # Product Model. Number or Name Product Description 3 HIS, H18S, H18-2, H15-2S Hurricane Tie CCCGM5,50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry F1#10860-1115 4 HETA12, HETA16, HETA2(), HETA24, HETA40 Embedded Truss Anchor 2 E-CGLQM3.82G-IfT. ECCLQM4.82G-KT, ECCLQM5.50G•KT, ECGLLQMD3.62G-KT, Masonry Pier Gaps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI8, HETAL.20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLOMD5.50G-KT, ECCLRQMD3.62G-KT, ECCLRQMD4,em- 3 SET-XP SET-XP High -Strength Epoxy Adhesive far masonry Sea # Product Model. Number or Name Product Description 6 HGAMIO, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Strong -Boll: 2 (STB2) Strong•Boft 2 Wedge Anchor for masonry^,e 1 ABA44, ASA44R, ABA46, ABA46R, ABA86, ABASBR Adjustable Post Base 7 HHETA16; HHETA20; HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM725, HGUM9.00 Heavy Masonry Hangers 5 Then 2 (171,12) Then 2 Screw Anchor for Concrete =:3 2 ABU44, ABU44R, ABU46, ABU1415R. ABU5.5, ABU5-6, ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tledown 4 LGUM26-2, LGUM26.3, LGUM25.4, LGUM28.2, LGUM28.3, LGUM28-4, LGUM2ID-2, Masonry Beam Hangers 6 Ttan HD (THD-H4SS, THD-H6SS, THD-CSOSS) Titan HD Heavy -Duty ScreaAnchor for concrete available in 304 CD ABU88R, ABU1010; ABU101DR: ASU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM210-3, LGUM210-4, LGUM46; LGUM48, LGUM410 or 316 stainless steelwith hex head, ard3lfi stainless steel with 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABWBBZ, ABW66RZ, ABW7.7 Adjustable Post Base Ill META12, META16, META18, META20, META241 META40 Embedded Truss Anchor 5 MSHA3.12/9.25, MBHA3.12111.25. M8HA3.56f1.25, MBHA3.5619.25, MBHA3.56/11.25, MasomyTop Flange Beam Hangers countersunk head. 4 AC4, AC41R, ACE4, ACe, ACBR, ACES Post Cap 11 MSTAM24, MSTAfr436, MSTCM40, MSTCMBO Strap Tie for Masonry MBHA3.58/11.88, MBHA3.56/14, MBHA3.56116, MBHA3.56/18; MBHA5.5017.25, 7 Titan Turbo (TNT) Titan Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BC6, BC6R, BOB. BCS2-2/4, BCS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/9.25, MBHA5.50/11.25, MBHA5.50111.88, MSHA5.50r14, MBHA5.50116, 6 CB44, CI348, CB48, C088, CBBS Embedded Column Base MBHA5.50118 7 CBSO44-SDS2, C8SQ446-SDS2, CBSQOS-SDS2, C85Q88-50S2, CBSQ88-SDSZ Embedded Column Base 6 MSHU3,56M.25, MBHU3,56/11.25, MBHU3.56/11.88, MSHU3.56/14, MBHU3.56/16, Masonry Beam Hangers FL#18837-R3 8 CC, ECC, EOCU Series Bolted column caps with W1 ranging from 3.114" to 9-It2' and FL#114WRS MBHU3.56118, MBHU5.5019.25, MBHU5.50111.25, MBHU5.50/11.88; MBHUS.50114, W2 ranging from 3518" to 7-112" MBHU5,50116, MSHU5.50118 aKfi Product Modal. Number or Name Product Descritrtlon CIOlO 9 CCOSOS2.5, ECCQSDS2.5 Series Stewed column caps with Wi ranging from 3-1/4" to 9-1/2' and Product Model. Nuro leer or Name Product Description 1 X34B1018.5K, X1S1016, Xi BI018.4K, X01 S1018, XQ1 B10161 #10-18 Strong -Drive X Metal Setf-Drilling, Tapping Screva with #3 L� W2 ranging from 3.5/0" to 7.112" 1 DTT1Z Deck Tension Tie Drill Point /1 10 CPT44Z, CPTe6Z, CPT88Z Concealed Post Tie Base 2 HD12, HDI9 Bolted Holdowns FL*13975-R8 2 XLQI I4T1224, XLQ1 14B1 224.2K 412.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping ^i• 11 EP844A, EP644, EPB46, EPB66 Embedded Post Base 3 1-103131 HD5B, HDi HDRB Bolted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTf 5, HTT5-314 Tension Ties Sea X Product Model, Number or Name Product Description 3 XMQ114S1224, XMQ114S1224-2K #12-24 Strong -Drive XM Medium -Head Metal Sect -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTTID, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Tapping -crews with #5 Drill Point and Medium Diameter Hex ` 14 LPC4Z, LPCOZ Light Post Cap SDl+122834 4 XQ714S1224, X0114B1224-2.5K, X114S1224, XQ112S1224, XQ11281224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 15 MPB44Z, MPBWZ, MPB88Z Moment Post Base 2 SDWC15450; SDWC15800 Strong -Drive SDWC TRUSS Screw Drill Point V 16 PB44, PB44R, PM, PB66, P866R Embedded Past Base FL#13628-R5 3 SDVM10300DR SDWH19400D8, SDW1,119600DB, SOWH19800DB, SDWHIDIOOODB Strong -Drive SDWH TIMBER-HEXSorew' 5 XU34SI016, XU34BI0165K #10-16 Strong -Dave XU Metal Self -Drilling, Tapping Screws with 17 PBS44A, PBS48: PBS66 Embedded Post Base Number Name Description 4 SDWH274000, SDWH27800G, SDWH278000, SDWH2710ODG, SDWH2712DOG Strang -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6, PBV10 Round Post Base aW Product Model. or Product 5 SDWS16212, SDWS16300, SDWS16312, SDWS18400 Strong -Drive SDWS FRAMING Screw 19 PC44-16, PC48-18, PC48-16: PC64-16, PC85-18; EPC4416; EPC46-16, EPC48-18, Post Cap 1 SB5/8x24, SB7/8x24, SB1x30 SS Anchor Botts 6 SDWS19600, SDWS1971Z SDWS22400,SDWS22500,SDWS22512, SOWS22DW: Strong -Drive SDWSTIMBER Screw (Interior Grade) O EPC84-18, EPCBe-18 2 SSTBt6, SST820, SSTB24, SST828, SSTB34, SSTB38, SSTBI BL, SSTB20L, SSTB24L, SSTS Anchor Bolls SDWS22800, SDWS22900, SDM221000. SOWS2211 00, SDWS221200, SDWS221500 FL#3532aRO L 20 PC4Z, PC41RZ', PC8Z, PCBRZ, F'C8Z, PC8RZ; EPC4Z, EFC4RZ, EPCez, EF'CSRZ, EPC8Z, Post Cap SSTB28L 7 SDWS22300130, SDWS224OODB, SDWS2250ODB, SDWS2280ODB, SDWS2280OD8, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Dow notion 21 PPB44-4Z; PPB44-8Z Post Base 8 SDWS22312DBB, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5; DSSCI346, DSSCM, DSHS Bypass Framing Drift Strut Connector /11 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS276OOSS, SDWS278WSS, Strong -Drive SDWS TIMBER SS Screw 2 FCB43.5, FCB45.5, FCB47.5, FCB49.5, FCB411.5 Bypass Framing Foxed -Cop Connector SDWS271000SS, SDWS27120OSS 3 FPHS034S1016, FPHSD3401018, FPHSD34B1018-5K, FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self - V, Sea x Product Model. Number or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD34B1214.5K Drilling, Tapping Screws FL#IOW6-R5 1 CMS712, CMST14; CMSTCIB, CS14, CS16, CSIS, CS20, CS22 Coiled Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, 1_SFCB.25, SFC2.25, SFC4.25, SFC6,25 Steel Framing Connector M 2 HRS6, HRS8; HRS12, FHA6, FHAQ, FHAl2, FHA18; FHA24, FHA30, MST128, MST136, Straps 97 mil (12 go) 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC6,25. MSSC2.25, MSSC4,25, MSSC6.25, Stoat Stud Connectors ■ ■ ■ 22" 1 Product Modal. Number or Name FJA, FSA Product Description Foundation Anchor 3 MST148, MSTISO, MSTI72, S/MST27, S1MST37, S/MST48 HTSI6, HTS20, HTS24, HTS2& HTS30, HTS30C Heavy Twist Straps FL#15363-R3 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7 5, RCKW3S; RCKW5.5S Rigid Knee Walt Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mit (IS ga) 7 SCB43.5, SCB45.5, SCS47.5, SCB49.5, SCB411.5, MSC845.5, MSCS47.5 Bypass Framing Slide -Clip Connector 3 GH4M, GH46-8, GH48-8, GH48-8, GH410-6, GH410-8, GH66-8, GHW8, GH68-e, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115. ST2215 Straps 33 mil (20 go) sea x Product Mode). Number or Name Product Description 8 SCS325197, SCS62-5197, SCS02a1118, SCS82-51118 Bypass Framing Connector 8, GH61 M, CHOI M 6 L.SUB143.25, SUSH3.25, MSUBH3.25 Bridging Connector 1 AS 18, AS 1835; AS 1 SS8 16 ga. Truss Plates 9 SOW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB6A, GLB58, GLB5C, GLB51D, GLB7A, GL87B, GLB7C, GLB7D Glulam Bearing Plate 7 LT1135 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8,25, MSJC1O.25 Sleet Joist Connectors 5 GLBT512, GBLT612, GLBT516, GBLT616, GLBT520, GBLT820 Glulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SS63.518 Bypass Framing Slide-CPp Strut Connector L 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, ST9, ST12, ST18, ST22, MSTC28, M57C40, MSTC52 Straps 54 mil (16 go) 4 ASHP Hinge Plate Connector 12 XLSH3461414, XLSH7881414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O ICU 7 HOT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTCBB, MSTC78, ST8238 Straps 68 mil (14 ga) Screws LLl 8 UFP1OSDS3 Universal Foundation Plate 11 MTS12, MTSIS, MTS18, MTS20, MTS30, MT824C, MTS30C Medium Twist Straps 13 XQ1S10I6, X0131016-4K, XQ1S1214, X01B1214-3.5K, XQ78S1224, X078B1224-3K, #10-18 #12-14. and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofa Foundation Plate 12 SIB1.56, S1B1.81, S'82.06, S1B2.37, 582.56, S182.66, S133.12, SW.56; 5/63.62, S184.06, Top Flange Joist Hangers FL#15730-R4 X0114SI224, XQ11481224-2.5K, XQ112SI224, XQ11281224-2K, X3461018-5K, Tapping Scraws Q SiB4.12, SJB4.28, SB4.75, S/B5.50 X1S10I8, X1B101O.4K, X1S1214, X1B12143.5K 13 SBA2.12/8, SS0A2.12110, S/3A2.12112, SBA2.12/14, S1BA4.18/8, S3A4.10110, Top Flange Joist Hangers Sea # Product Model. Number or Name Product Description Z J SBA4,18/12,S/BA4,16/14 1 ET -HP Adhesive Anchor for concrete 14 S1H1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, COPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies Z 15 S/HD6S, SI14088, S11-11010S. S/HDI08, S/HD15S, SHD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies Q 16 S/HDU4, S/HDU6, SIHDU9, S1HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLOPA, PTRHA3, PTRHA4 J 17 S/JCT,S/HJCT JeistHangers 4 SET-3G Adhesive Anchor for concrete d SHEET NO. May 27 2022 PA 1.2 IU[1111 1 11 . I -_ -- - - I II L pll-DABE.esaUNTY rRCDU eTCCM- MOO SECTWN 11805 Sgr26'Sawk Rom M DUARTUMOFREGULATORY A"ECONOSUCSESOt7RCntom) Mum, Fbrilh 33173-2.474 BOARD AND C40DE ADat3rdS13tP►TION VIVISr9W T (736) 3U2W F C1" 315-25" NOTICE QF ACCEPTANCE (_TQA) ,r,�,r ae�a�:taae=•�:+•, PGT Inebrtstries, Ice. 1070 TechaelM Din ee, North Venke, FL 34275 Scam. ThisNOA is.being issued vender the applicable rules and regahboas gov erring the use of lbe documentation. suboafted has been mriewed and a=ep!kd by Mann -Dade Coualy RER Product Control Section to be used is MamiDade Cou y and odwareas wheem allowed by tine Audiority Having hnisdictioeo (AHl). This-NOA shall notbevalid-afarthe expiration date stated below -The Miami -Dade County Product Control Se:clka (In Mania Dade Cous ).s allorthe AHI (in arms other d=Mmmi Dade County) ms erne the right to have this product or mdedal testfor qu&Wasstrancepagmes.Ifthisproductor maderial fails toped'otsainthe accepted manner, the mawficturts williacwtheeapecoeofsuch bwCmgamdtheAlUmayimmedidelyrevoke, modify, or suspend the. use of such product or material within 1heir jurisdiction. RFR re wnvs the right to revoke this acceptance, if A a deed byMiami-Dsrde Cody Product Control Section that this prodwt or material fails to meet the requnameats of the applicable bW ding code_ This product is approve$ as described hewin and has been designed to comply with ire Florida Bbilsliag Code, including the High Velcxity Hurricane Zone DESCRY I'ION: Series "+570/2 770" Vinyl Sliding Glass Door (Reinfwa4l) w/wo 900 & 13..0 comers-LMI. AMMOVALDOCTJh'f .NM- Drawing No - 3AD-5 570.0 Rev B, titled "Vmyl Sliding Glass Door NOA(LW, alerts 1 dmugh 21 of21, pre pareldbyrnantd am-er, elated 10/05115 and last revised on 02101i21. signed and sealed by A. Lynn Miller, P.E., bearing tine psi -Dade CountyProduct Control Revision sea p with the Notice of Acceptance number acd expiration date by the Ku mi Dade County Produce Cortrol Section. MISSILE IMPACT RAThNG: Large and Small Mks ile hop et Resionat Limitations: 1. See table I (sheets and table 2 (sheet 8,) for applicable SGD unit sizes, design pressures, mini` meements gjms, glass fines, sill riser (see tables B-1 & B-2; sheers 7-8) and .anchor layout sheets iequiremenu in 1 I gnu 16_ 2- Ripdd White PVC, Tan (Min wbite) R qpd PVC and Brov m coaad (Pauded or laminated) whse Rigid PVC to be labeled per referenoedXOA's requisemmts. 3. Egress operable docn mud convoy with min cigar width or height peerFBC req mement, as apphekk- 4. Pocket walls under separatt apprcn-al, to be re%ieveeedbyBuild* official L ABEIXiG: Each unit shall bear a peumanmt label with the inamficturWsname or logq city, state and series and following sftfemen "Mam Da & C w3iyPtoductCm*dApproveC,notedheretiL RENEWAL elf fimNOA shall be ccnsidaed alters renewal applicalim has been fried and there has beenno change in the applkablebuilding eodenegatrveiy af%ctmg the penfexnra:lce of this product TERMLNATION cif this NOAwdl occur after the expirafion date or if there has been a revision or change in the materials, use, andrormasm:f eofthle p odtuctorprocess. Misuse ofthis NOA as an endorsementof any product, for sales, advertising or any otirerpurpeon shall automaticallyterminate this NOA. Failure te, comply with any section ofthisNOA shallbe cause for JerminatkandremovalofNO& ADNTRTM MEN-T: The NOA number preceded by the words Miami Dade County: Florida, and folbwed by the eapiratwndate maybe dispialedin advettisiug _ If anypostionoftheNOAss displayed, then it shall be dome in its entirety. INSPECTION: A copy of this entire NOA shall beprovided to the user by1he m wufiwtnw or its disuhutors and shall be available for inVect= at the job site at the repast oftheBudding Official. "This NOA revises & rearm NOA #20-0429.0- and ccesists of"page 1 and etsdence pages E- 1, E-2, E-3, E 4, E-5 & E-6 as well as appw al document mentioned above. The svbmited docummutia4 was an iewed by Ishaq L Cbamda, PE. N'i3A No. 21-41206.03 d Expiration Datet April 14, 2026 sZvt 1 Z Im 0, Approval Date:hrarch 35, :021 Pape 1 PGT lsduush ir% Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence Submitted under previons submittal A. DRAWINGS 1. Drawing No. MD-5570.0 Rev! B, titled `Vinyl Sliding Glass Door NOA (LM)" sheets 1 6rough 21 of 21, prepared by manufacturer. dates! 10105115 and last revised an 04,122/20, signed and scaled by A- Lynn Millar, PE. B. TESTS 1. Test its on: 1) Air Infiltration. Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pie Loadingper FBC, TAS 203-94 along with marred-W drawings and irmtallation diagram of all PGT Industries, Inc. repirseentative traits listed below and tested to qualify Dowd 791 and Dowsil 993 silicones. prepamd by Fenestration Testing Laboratory, Inc., Test Reports No-: F17-7897, PGT PW5520 PVC Fined Windour (unit 6 in proposal), dated 09103/14 FTL-20-2107.1, PGT SGD780 Ahmirawn Swing Glass Door (unit 7 in pmposal) FTL-20- 2107.2, PGT CA740 Alan Outsw-ing Casement Window (unit 8 in proposal) F I 20- 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Abanimim. Fixed Window (unit 10 in proposal) dated 07i13/20, all signed and sealed by Idalmis Ortega, P_E_ C. CALCULATIONS 1. Anchor v mfadion calcuhtwns and structural analysis, complying With FBC 76 Editn (2020). dated 04/22120, wed by manufacturer_ sigwd. and sealed by Anff mty Lynn Miller, P_E_ 2_ Glazing complim with ASTME1300-04, -N, -12 and -16. D. QUALITY ASSURANCE 1Mli; m Dade Department of Regulatory and Economic Resources (RER). E. MATERL41, CERTIFICATIONS 1_ Notice of Acceptance No.1.9ft3055.02 issued to Kuilaray America, Inc. fortheir "Tpn folt 11traciear, Clear, and Color PCB Glass Interlayers , eking on 07/004- 2. Notice of Acceptance No.17-080&02 issued to Kurarac America, Inc. fortheir "SemtcYGlitsS (Clear and White) Glass Inter>ili on on 07,'04)23. 3- Notice of Acceptance No. 18-110&10 issued to Vision Extrusions Limited for their 'Trown Coated (Painted or Lamloated) , White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30124. 4. Notice of Acceptance No.19-1106.11 issued to Vision Exuusiow Limited for their sew " E 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for Windows and Doors". *expiring on 12129/21. ( Z .k Zs3►aq L Ciaada, P.E. Proda ct Control Umit Supervisor NOA lie. 21-0206.03 ExpiratiosDate: p i114,2026 Approval Date March 25, 2021 E4 PGT Industries. Inn. NOTICE OF ACCEPTANCE: ENIDENCE SUBMITTED 1. Evidence sulindited under previous NOA A. DRAWINGS 1 _ Manufactures die drawings and sections. (Submi fed tmder?1OANa 11-01OZ 04) 2. Drawing No. MD-5570.0, titled -`Vinyl Sbftg Glass Door NOA OW, sheets 1 through 21 of 21, prepared by manufacturer, dated 10M511 S, with revision A dated 04105/17, signed and sealed by A. Lynn Mier, P.E. B. TESTS 1- Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 3) Cyclic With Presme Loadingper FBC, TAS 203-94 along "within lmd.-W dmviW and tion diagram of vinyl sliding glass door: prepared by Fer>estIatiaa Testing Lab, Inc,, Test Report No FTL 3717, dated 12M7115, signed and sealed by Idalmis Ortega, P_ E. (Test report revised on 02/15116 and 02n4116) 2, Test refit on 1) Air Inflhraetion Test,_ pier FBC; TAS 202 94 2) Unifatm Static Air Presme Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94_ 4) Large Missile Impad Test per FBC, TAS 20144 5) Cyclic Wry Pry Loading per FBC, TAS 203-% 6) Forced Entry Test, per FBC, TAS 202-94 along with -W drawings and ins aliah(m diagraul of vinyl sliding glan doac, lePared by Fenestration, Testing Lab, Inc., Test Report No_ FTL 8546, dated I IA 15, signed and sealed by Id2knis Ortega, P_ E. (Test report revised on 01/04116 and 02111f2016) 3. Test npW on 1) Air Infifttation Test, per FBC, TAS 202-94 2) U>riform Static Air Pressure Test,. per FBC, TAS 202-94 3) Water Reese Test, per FBC, TAS 202-94 4) Large Mice . Test per FBC, TAS 20194 5) Cyclic Wand Pressure Loading per FBC; TAS 203-94 6) Forced Entry Test., per FBC, TAS 202-94 along with -up drawings and 'inaWlahm diagr= of vinyl sliding gas door, Prepared by Fewstratim Testing Lab, Inc., Test Renton No. FTL SM7, dated 121t VI57 sigd and sealed byldahms Ortega, P_ E. (Test report mised on 0115iM) 4. Text report on 1) AirInfi'ttrafian Test. per FBC, TAS 202-94 2) Uniform Static Aw Pmmw Test, per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Msule Impact Test per FBC, TAS 20194 5) Cyclic Wind Presses Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 202-% along with masked -alp drawings and installation diagram of vinyl diding ghss dom PmPared by Fenestration Testing Lab: Inc., Test Report No. FTL MW dated 12M4115, signed and sealed by Idalmis Otttega, P. E. (Test report revised on 01AW16 and 02/1Itl4 ldwq L Clumda, P.E. Product Control Vait Supervisor NOA No. 214206.03 Ezpiratiosllyte: April 14, 2016 Approval Date: 31arch 25, 20.1 E 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFIC &TIONS (continue) 5. Quaner. Putt Sutter Spacer Standard complying with ASTM C518 Thermal Coanducthdy 0-991 BTU]— _ br.-ftk °F, ASTM F 1249 WVrR Pass, ASTM D3985 Oxygen -Pass, ASTM E 21901.+G- Dur dity No Fog -Pass (SubmiWd ander pmions NO.4 N& I S-0409.05) 6. Quartet Part Duraseal complying with ASTM C519 Tbennal Conductivity 2.22 BTU -tell br. ft? -F. ASTM F 1249 AVM Pass, ASIM D 1434 Argon P -Pass, ASTM E 2189 I.G_ Dumbility-No Fob, ASTM E 546 Dew Point Development -20°F in 48 his. (Submi fed under NOA No.15-0409.05). 7- Vision Fxtr xyc, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification. for Rigid Polyvinyl Chloride (PVC) Kiteerior Profiles for Vision Fps Ltd. VEX-1 by AAMA Fenton Exterior Profile Cation Program. (Srlbm Wdunder NOA Na 1 S 0409.05) 8_ Vision Extntsiow, Ltd. Parts complying with PVC-AAMA 303-13. (Subr ked under NO.4 No.15-0400. f15) 9. PVC-AAMA 303-13, VobA y Specificatim for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision EMmsieons, Ltd_ VEX-1 by AAMA Fermstr2tion Extetinr Profile Certification Program. 10- Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non- )'Vfiite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02A4111. 11_ Notice of Ac ptance No- 18-0122.02 issued to Enerp Fenestration Solution, USA, Inc, for their series --White Rigid PVC Exterior Extrusions for Windows and Doors", rani mg on 02f2K3. 12_ Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Sohnion, USA, Inc- for their `Bronze &light shade cap grated White Rigid P17C Exterior Extrusions for Windows and Doors'', expiring on 0446125_ F. STATEhUENTS 1. Statement letter of conformance to FBC 7* Edition (2020), dated M2120, issued by signed and sealed by AnthonyLyan Miller, P.E. 2. Statement Letter of no f iiiancial interest and -of independent, issued by manufacturer. dated 04/18/20, signed and sealed by Anthony Lynn Miller_ P E. 3. Private Labeling Agreement doomma between PGT dated 03130115 and signed by all irivxrlvre,d parties. G. BOTHERS 1- This NOA rues NO.A# 17-0420.06 (PVTw/CGI) and updates to FBC2(20 (7mEdition), expiring 04al,11- 2- RER Test proposals #194155 dated 01/10/20 approved by Ishaq i- Chanda, PE, expiring 041140 _ E -3 Ishaq L Claada, PE. Product Conta+d LTnh Supervisor NOA No.11-0205.03 Expiration Daw April 14,2026 Approval Date: March it, 2021 PGT Industries. Inter. NOTICE OF ACCEPTANCE: EVIDENCE SUB311TTED B. TESTS (continued) 5. Test report on 1) Air InfArattion Test, per FBC, TAS 202-94 2) Uniform Static Air Pressuaee Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94- 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Piessiam Loadngper FBC, TAS 203-94 6) Forced Entry Test, per FBC, TAS 207-94 along with ma lmd-W drawings and steam daagrann of vinyl shding glass dew, Pt+eP2ied by Fenestmtwn Testing Lab, Inc., Test Report No_ FTL W49, dated 11,M 5, signed and sealed by idaltnis Ortega, P. E_ (Pest report revised on 12/04/15 and 02/1 V16) 6- Test report on 1) Air Inf tiatitin Test, per FBC, TAS 202-94 2) Umfomo Static Air Presses Test, per FBC, TAS 202-94 3) WaterResistance Test, per FBC, TAS 202A4- 4) Large Missile Duct Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marled -up drawings and installation diagram of vinyl skiing glass door, prepared by Fenestration Testing Lab, Inc., Test Report No_ FTL 85_52, dated 12tXi4/I5, signed and sealed by-Idalmis Ortega, P. & (rw mp ort revised on 02/1SnO16) 7. Test report on 1) Uniform Statue Air Presses Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 20194 3) Cyclic Wind Presswe Loading per FBC, TAS 20394 along with marked-W drawings and mstaliatwn diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 6639 (samples A-1 thru A-22), elated 1I/19110, #gaed and sealed by Jorge A- Canso, P_ E. (Subwhud uRdrrN'04 Ao.11- 0107 04) 8 Test report out 1) Air Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pn%sure Test, per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missfle InVact Test perFBC, TAS 201-94 5) Cychc Wind Pressure Loadingpeer FBC, TAS 20394 6) Forced Entry Test, per FBC, TAS 20-7 44 along with mariced-up drawings and installa ion diagram. of vinyl sliding glass door, prepared by Fenestrattwn Testing Lab, Inc- Test Report No_ FTL 6337 (samples A-1 tluu A-5), dated 1106110, signed and sealed by Jorge A Canso. P. E. (Submied under N04 No.11- 010709) C. CALCULATIONS 1 _ Anchor vedfication calculations and structural atalysss, complying with FBC-2014, pr ated t%i PGT, dated 12 W115arld last revised on 0VI5/16, signed and sealed by AstiraayLMiter, P.E.(Submfted drrN,0.4,Ve.15I11f1.01). 2. Glazing con3plies with ASTME-1300-09- bhaq I. Chando. P.E. Product Control rail Supervisor NOA No. 31-0205.93 Expiration Date::ilpril I4, 2026 Approval New Mareh 2-5, 2021 € 2 PGT Industries, Inc. NOTICE OF ACCEPTAa'1TCE: E�TDiCE SUBMITTED 3. New Evhiente Submitted A. DRAWINGS 1. Drawing No. 3ID-Sk578.0 Rea- B, lilted "Vinyl Sliding Glass DoorNOA (I.1 . sheets 1 through 21 of21, pwpareed by manufacar dated 10/05/1.5 and last revised on 02101/21. signed and sealed by A- Lynn Miller, P.E_ Note_ This revision consists replacement of same existing installation screw with flat head- B. TESTS 1. Nome C. CALCULATIONS 1_ None- D. QUALITY A.SSURAINCE 1. Miami -Dade Department of Regulatory ry and Economic Resources (RER)_ E, MATERL41. CERTIFICATIONS. 1_ Notice, ofAcceptance No.19-0305.02 issued toKuraray Amcrira, Inc. fortheir "Trosifolt Ultraclear, Clear, and Color PVB Glass Inte U exf% cgmjng on 07AW.4_ 2. Notice of Acceptance No.17-0808.02 issued toK4raray Ate, Inc. far their "SentryGlrst (Clear and'%%*) Glass Interlirers", eqxnag on 07/04123_ 3_ Notice ofAe ceptatrce No.18-1106.10 issued to Vision Extrusions Limirerd for their `gown Coated (I" aimed or Laminated) White Rigid PVC Exterior Ems for Windows and Doors", egg can 09130/24. 4_ Notice. of Acceptance No.19-1106.11 issued to Vision Extrusions Limited for their series "3'E 1+000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior Extrusions for RfTadom and Doors', expiring on 12129121. F. ST ATF11�RfEIN'TS L Statement letter of confonnance to FBC 71 Edi eon (2020), dated 021OL21, issued by ntainrfAdurm, signed and sealed by Anthony Lynn Miller, PE. 2. Private Labeling Agreement dated 03)18/21 between. PGT Industries, Inc. and CGI Windows and. Doors Inc-, signed by Dean 1Mi. Ruladr, P.E., V.P. Egg, on behalf of both meanies. G. OTHERS 1- This NOA revises & renews NOA# 20-0429.05 (PLA w/CGII expiring 04/14/26. 2. 1he current associated PLA CGI file #21-0205.0L expiring 04/1+26. E -6. 15t�-7 (- /4n-,-. lshagI cuan&, PE. Product Contra Unit Supervisor NOA No. 21-4285.03, Expiration Date: April 14,1024 Approval Date: Mareh 2k 2021 PGT Industries, ltne:. NOTICE OF.ACCEPTANCE. EVIDENCE SUBMITTED D. QUAI=ASSURANCE 1 _ Miami Dade Department ofRegulatory and Economic Resources (RER)_ E. MATERIAL CERTIFICATIONS 1 _ Notice ofAcceptaooe No. 13- 052&14 issued to Vision Extrusion Limited fortheir `%%%ke Rigid PVC Exterior Extrusions for Windows and Doors', dated 09113/15. expiriatg ort 09130119. 2. Notice of Acceptance No.16-0920.08 issued to Vision Extrusion Limited fortheir ``%-E 1000 Tan 202 and lighter Shades (Nos-MWo) Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08116, expiring on 12129121_ 3. Nodes of Acceptance No.1S-0528.15 issued to Vision E trnsnn Limited fortheir Brown coated (Painted or Laminated) Who Rigid PVC Exterior Extrusions for Windows and Doors', dated 08113A 5. a gwing on 09130/19. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENER.GI Fettestratiean Solutions USA, Inc. for their ` TAiV 3040 and Lighter Shades (Non-'%Wt+e) Rigid. PVC Exterior Extrusions for '4k mdews and Doors" dated 09115116, tang on 02104f11. 5_ Notice of'Acoeptauce No 14-0712.04 issued to ENERGI Fe nestration Solutions USA, Inc. for thleir "Bronze and Lighter Shades of Carp Coated Rigid PVC Exterior Extrusions for Windows and Doears' dated 09/151I6, expiring on 04/16/20: 6. Rohrer of Acceptance No- 164712.03 issued to ENERGIFIcnestration Solutions USA, Inc. for their "Whae, Raga PVC Exterior Extrusions far Windows and Doors" dated 09/10117, eking on 02/28118. 7. Test reports No(s). 10-M-792.(A), 10-06-M0527, 535753-0. per ASTMS-K ASTMM 1929 and ASTNID-035, issued by EXOVA to V>sim Extrusion for cell dosic composite material. (SsbmhYed rmder NO4 No.11-01OT ) S_ Notice ofAcceptance No.14-0916.11 issued to Kuraray America., Inc. for their "SeatnrGlast (Clear and White) Interlager", expiring on 07/04/18. 9_ Nome ofAcceptmm No.16-1117.01 issued to Kutaray America, Iraq for their "Trosifelt, t3b aclear, Clear and Color M B Intainy+ers", ercpiriug on 07108119. F. STATEM[ENITS 1. Statement letter of conformance withFBC-:5*Edition (2014) and FBC-61kEdition (2017), issued by manufacturer, dated 08/14/17, signed & sealed by Lyrm Millm PE. 2_ Statement letter of no financial interest, dated 04119117, issued by rmanufarturrrs, signed & sealed by Lynn Miller. PE 3. Letter of lab comaphance, part of the above test reports. 4. RER Test Proposal No.17-0397, dated 05/05117, signed by Ishaq Chanda. P.E_ G. OTHER L- Notice of Acceptance No.154210:01, issued to PGT Industries, fortheir Series 557P1277r vv'in,vi Sig Glass Door (Reidereeed)-L.MZ", Wig, cm 04124)21_ 7Aaq.L Ckwada, PE. Product Control Unit Supervisor NOA No. 21-4205.03 Expiration Dam. April 14, 2026 Approv2lDaex: b-areh 25,2011 1-3 -6^�' W CD rA W U O� C CU O 0— ev e>3 en C = O -0 _ _ O CU >O .n E .0 � ca. ._ Cl Q O .. (y) e= '7 X C%j (C _ cD r Y C? r' N Z. , (1)r 0 .. Ct� L n O O is • [ n. 4� O 0, SHEET NO. PA 1.3 May 27, 2022 MM I® MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 2 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA1 www.miamidade.sov/economy Cast -Crete USA, LLC 6324 County Road 579 Sef1her, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the 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 this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4"1) 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. z ,/� - NOA No. 204K30.15 �iiiiiiiiiiiiiffj/7 Expiration Date: 09/11/2023 2o 12a, z e Approval Date: 09/20/2020 OR) Page 1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS L Drawing No. F04612, titled "Precast and Prestressed Lintel Details', sheet 1 of I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12"Lintel Safe Load Tables" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS L Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elnry A. Maker, P.E., M.S. Product Control Section Supervisor NOA No. 2040630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables`, sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P. E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 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 Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 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. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-082118 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS 1. None. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RED. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REM. E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. el m • A. Maker, P.E., M.S. Y t _',A - l�11 '.�' �J ielmy A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No, 20-0630.IS NOA No. 20-0630.1S Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 ^�^J' ^W W � Cu 2 O U N Q- O C .� CD U - 44N to 0 0 C 0 � a tM O O CU LL p CU > .� E O O L F— CU -0 1O .- U) Q z z W J N o C= N r , � � ac ® C) r t i ` c U A O p 0, - La +� 4- W 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. None. L� C. CALCULATIONS C. CALCULATIONS 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. 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 Castz 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 Code, 2020 Edition, issued by Cast- C6 > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of � 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. CL LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables', sheets 1 O Q through 3 of 3, prepared by Craig Parrino, AE., dated March 24, 2003, last S— -r- 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS L_ 1. None. CL C. CALCULATIONS 1. None. ((1) D. QUALITY ASSURANCE '"�'� M 1. By Miami -Dade County Department of Regulatory and Economic Resources (PER). U E. MATERIAL CERTIFICATIONS G� 1. None. F. OTHER 1. Article of Conversion for a name change. O LM w �C�, M.S. my A. Maker, P.E., Helm A. Maker P.E. M.S. y , , � a Product Control Section Supervisor Product Control Section Supervisor z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 d May 27, 2022 SHEET NO. PA 1,4 ell 1 9 I I I I I I ■ L, ECO INc. TILLiT TESTING a ENGINEERING COMPANY PRODUCT EVALUATION REPOlr&O. 20.D121 2 2.2 TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as r section 1626 of the Florida Building Code. Uniform static loads I� 9 PRODUCT LWAT ELATION AEgORT NO.2D-672e.01 3 B. MATERIAL CHARACTERiSTICS AND. SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing __ -- WALTRR A. T1LIdT, rn.,P.>r. NtTc &,01.com rL rx. Luxe �.. J4tA7 n CA L.k-N.. OM6719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-589 dated 011/09/1996, #96-670 dated 0911811996. 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No. 7- LIMITATIONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 18, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tiiteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.8. STRUCTURAL ENGINEERING CALCULATIONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length va. design defined on section 1020.2 of the Florida Building Code. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection Products LLC. length based on rational and comparative analysis, and In accordance with 7.3. Product shall only be installed Into poured concrete, concrete block, and 4800 S.W. 51 Street section 1616 of the Florida BuildingCode. Calculations prepared by Tilteco, Inc., wood frame structures. dated 11/03/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E, Davis, Flodda33314 1. PURPOSE OF EVALUATION; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Walter A. Tillii, Jr-. P.E. (Florida License This is a Product Evaluation Report Issued by Walter A. 71111t, Jr., P.E. (System Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protectlan Products, LLC, Rule Chapter No. 61020-3, Method 1 D of the Florida Department of Business and i 11Li1ND LOADS R�$ISTA [ a3A����PA �7J(��r✓ Professional Regulation. 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind Maximum �a y>Q. ' �}GENSto This product is being Issued an Evaluation Report as described herein, and has pressures. panel length shall boas indicated on sheets 8, 10, 14, 15, -- # 44167 • '_ been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the Is for the Intended 16,19, 25 and 28 of 26 of Product Evaluation Document (P.E.D.}, drawing No. 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, �- • _—q• __ _ JC 1_ ? ' .* *' __ �7`d,�'21�r2'p product purpose at least equivalent to that required by the Code. 14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. 0.), __ e'- STATE OF :: drawing No. 20.176. /Uc••. <ORI4 ,.. This Product Evaluation Report shall be subject to review and revision In case of INSTALLATION: •,sioNd �N�A r''"�Nunnw�"'1� a Building Code change that may affect Its limitations and conditions 5. 5. shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED.• sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document TU D'AV TTILTECO ADMON RECORDS 1 P. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE PRODUCT EVALUATION (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL\ DRWG W 2a1 TO l REPORT a 200728.01 2.1. DOCUiLIIENT (P.E ,L Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part ofe Ats MAt(HIIIIINNNrr Evaluation Report, Psi, A: t... e j7% A, rs(/ 9� ( � \CEN -% .s�\�P���P \TEEN B -� - �� N0. 44167 '� 44167 : ' * * ' * � .*_ r Z. D'. fi ' .c TOPIOP.. 4 /I STATE OF 9z_I 1' ... AtORIt : �,rr,..r ' ,yin FSS • , , . ' \:l aN 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - i�POH }RXt 3�1 ''4,,.- OS� • • '' .. " A$FONA� 11n% WAR` # GENEpt>�y QTES- e.3) N CASE THAT PRECAST SIDE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD fOVN05 BE FOUND OR THE EXISTING WALL ANCIM SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 1, STORM PANEL SHOWN OF 1HNS PRODUCT EVALUATION DOCUMENT (P.E.D.) /AS BEEN VOWED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN8.2). ACCORDANCE NTH THE 2020 (M EMM) OF tiff FLORIDA BUILDING CODE (C) DI Luaft WOW twit. Sae e.m . - 0 _ 55 �: DESIGN WINO LOADS SHALL BE OETERUINW AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, - 1/410 TAPCON ANCHCHS, AS MANUFACTURED BY I.TW. BULDEA, INC. - 014-10 PAIELAWTE FEMALE D AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELW CONSTRUCTION PRODUCTS. FOR A W91D SPEED AC REQUIRED BY YHE JURISDICTION WHIM THESE VIM91U SE RSTALLED AND FOR A DIRECTIONALITY FACTOR Kd-OLDS. USING ARCE 7-16 AND SHNL NOT EXCEED THE MAXMwRA (AS.0.) - 1/4'r LAG SCREWS PER N.O.S. DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THOU ,2. 14. 15. 16. 19 & 20. - 7/16-0 a 5/6• WOOD allSHM AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY 00. N ORDER TO VERIFY IHE ABOVE CONOROM. ULTIMATE DESIGN WIND LOADS DETERMWW PER ASCE 7-18 C.1) MAMUM THREADED PENITM01 INMI 71TO WOOD OF TAPCON A KORS SHALL BE 1 1/2' D 2• FOR ELCO PANUAATE PLUS STALL BE FIRST REDUCED TO AS WIINO. DESIGN ND LOADS BY MULTIPLYING THEY BY OA ORDER TO AND PAEUWi FEMALE IO. COMPAK THESE W/ MAX. (AS.D) DES M PRESSURE RATINGS INDICATED ON SHEETS 7 TIMtI 12. 14. 15, 16. 19 & 20, C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2• NO THREADED IN ORDER TO VERIFY THAT ANCHORS ON THIS P.EO. AS TESTED WERE NOT OVER STRESSED. A 332 INCREASE N ALLOWABLE STRESS FOR WOW LOADS WAS =1 USED IN THEIR ANALYSIS, FASfE/EA5 SPACING TO WOOD HAS BEEN DETERMINED IN PENETRATION IITo STUCCO SHALL BE CONSIDERED AS PART OF THE REWRED THREADED PENETRATION. ACCORDANCE Brim ND.S 2ota. C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN TiAS DRAWING STORE PANEL'S ADEQUACY FOR IMPACT AND WOO RESISTANCE ILLS BEEN VERIFIED IN ACCORDANCE WRN SECTION 1626 OF THE ABOVE YEMRONED CODE AS PER HURRICANE ENG"MRW & TESTING INC. REPORTS 96-569, IM- 570 & 96-T30 AD C.a) MNNRAUM PENETRATION OF WOOD BUSHING SHALL SE s/6'. I/4' r-20 SCREWS USED SHALT BE i 1/2' LONG MNIYW ION 1/ FENESTRATION TESTING LAB. INC.. REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SRO MOOD MIND t' MINIMUM FOR WALLS IYRN STICCO. AS WELL 03 AS STANDARDS. RIGIIN LEST LIB OF SOUTH FLORIN REPORT 00219.01-09, AS PER TAS 20+, TAS 202 AND 20J C.5) N CASE THAT PRECAST STONERD . OR PRECAST CONCRETE PANELS. STUCCO OR WOBOARDS BE FOUND ON THK DUSTING 2. ALL XMW FMRUSIONS TO SE 8063-T6 M10T AM TEMPER. (UNLESS OTERWSE NOTED). SEE SHEET 1 WALL., ANCHORS SHALL SE LONG ENOUGH TO PEACH THE MAN STRUCTURE OEM SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA), C.2) k CA) 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1,14 ALLDY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECWMETDATONS AM SAECFICAI,ONS OF THE ANCHOR'S MWAFACTURM 4, ALL STEEL SHEET MCAL PANELS 94ALL HAVE STRUCTURAL OULALM STEEL ASM A-633 GRADE 50 MNIMUN. 6-60 GALVANIZED STEEL DESIGNATION VIM- 5&s Iw CATER ROLLED). B. PANELS MAY ALSO BE MSTALLED HORIZONTALLY FOLLOWING NSTNIATIOT. DETAl15 51OWN ON SECTION J 1NROlIOl1 10 (SNeEETS 4 THROUGH 6) EXCEPT THAT HEADERS 4) & QD SHALL NOT SE USED. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DN SOOIS w/ 50 ko YIELD STREWTH AND 60 ka TENSILE STRENGTH k SHALL COMPLY W/ FLORIDA BUILDING CODE 9. D SNAIL BE THE AESPDNSI USTRUCTURAL WHERE OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTWHERE SHUTTER 1$ TO BE SECTION 241 3.3.4. ATTACHED 10 INSURE PROPER ANC"DRAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCFRAMEM BLOCK OR WODD FRAME „- 6. BOLTS TO BE ASTM A-307 GALVANIZED $TELL., OR ASI 304 SERFS STAINLESS STEEL, WITH Sa b: MIHAMILIM VELD H. STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENDT+s OVER 6"-8 THROUGH 12'-4•, AS PER wcnoNs 6, & 9 a: t0 AND ALTERNATIVES 7 RIGORS TO WAIL SHALL SE A5 FOLLOWS: 9W a TOR ON SHEETS s. 6 & 12 RESPECTIVELY. SHALL HAVE A LEQBLE AND READILY VISIBLE MZ96Z NWO 9RUCTOWNER OR TENAR TO SECURE PANELS WITH APPLICABLE REINFORCE)" DURING PERIODS OF HURRCAW WUMM, (A) !, ell = Caw _.. 11, THE INSTALLATION CONTRACTOR 15 TO SEAWCAULK ALL %/UTTER COIPO6ENT EDGE$ W4CH REAWN IN CONTINUOUS CONTACT WITH - 1/I•. TAPCOIH ANCHORS AS MANUFACTURED BY I.T.W. SULDEX. INC. (MI.. Fc-3192 P 0 I THE BUILDING TO PREVENT WIND/RAM NTRU90N. - 1/4. 1 . I/e' CALK -IN ANC,t10F5. AS BY INC. (M.N. ,'c-3004 P.J.) 1/4•r 4 OLIC L POINALT SOD -SET ANCHORS. As 045TN8U7ED BY ALL POINT SCREW. BOLT & SPECIALTY CO. DISTRIBUTED 12. STORM PANEL MSTMIATON SHALL COMPLY WIN SPECS NCGTED W THIS DRAWING PLUS ANY BUILDNG AND ZONING REGULATIONS (tin. T'c-3000 p.IiJ -30 PROVIDED BY THE JURMIC710N WHERE PERMIT IS APPLIED TO. - I/4-10 PANELMAIE FEMALE D & PANELMAIE PL1/3 AICHGS. AS MNNFACRIRED BY E1.00 CONSTRUCTION H>•IOD TS 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED W THIS ENGINEER S GENERIC AND DOES NOT PRONSE NHORATKM (MIN. rc-33W p.e L) FOR A SITE SPECFIC PROJECT; i.r. WIDE THE SITE CONNTONS DEVATE FROM THE P.CD, - 1/4•0 CF TM -GRIP ANCHORS, AS MANUFACTURED BY TRU-FAST CORPORATION OT-3600 P. 0 (D) CONTRACTOR TO BE RESPONSIBLE FOR THE 5F1EC110N, PURCHASE AND INSTALLATION ,NCLtXUN1G LIFE SAFETY OF TINS PRODUCT AI) MEMMI EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4•. r FOR PANEIMATE FEMALE BASED ON ile5 A.E.D. DOES NOT pEVWTE IRON THK COIDRONS DETAINED ON THH6 DOCUMENT. VIDEWE HTHE D AND P/V4F7AAl7E PLUS AND I 1/4• FOR Cr TAP -GIMP ANCHORS. AT C CONSTRUCTION SAFETY A7 SITE 6 THE CONTRACTOR'S RESPONSeILM, A2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED7/6• INTO THE POURED CONCRETE NO 0"DwEN1 INTO (c) THIS PRODUCT EVALUATION DOCUl" WILL BE CONSIDERED INVAUO IFMOOnED. STUCCO SHALL BE PERMITTED. 1/4• r-20 SCREW$ USED SHALL BE 1 1/2' LONG MNMUM 9OLU STUCCO EXIST. MINIMUM I' MIINM FOR WALLS WITH NO STUCCO. AO MAY SE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPECFK PROJECTS SHALL 9E PREPARED BY A FLORIDA REG 04ED ENONEER OR ARLHRECT WINCH WILL BECOME THE BUT wrH 11MNG NU75- RESOSIBLE HE pE0�N4A�UE Or OF THE P1. ET RECORD.CT .ATDG ADELEGATED EN I EVI TOO THE A3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.O. E IGI M. SHALL SUBMIT TO THIS LATTER THE SITE SPECFIC DRAWINGS FOR RENEW. OWING WALL OR FLOOR, ANCHORS BALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCIDRAOE SHALL BE AS M0nXW D N AI) AND N A2). (4) "a P.E-D. BALL OW THE WE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFES%ONAL ENGNEEW OF RECORD THAI PREPARED IT. (9) TD r1NSTN0 CONC�E RDCI WALL ASTM C-90: - T/4' I TAPCON ANCHORS AS AANUFACTURED By I. T. W. BIIlDF7U INC. IA. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN ,1000RDAWX WITH SECTION I709.9.3 OF FLORIDA MUM CODE. ONE LABEL - 1/4' A X 7/e• CMX-IN ANCHORS. AS MANUFACTURED BY DEVIALT INC. (MN. I'c-1500 P..J.) SHALL 6E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE - 1/00 X 3/4' 90UD-siT ANCHORS. AS DISTRIBUTED BY ALL PORT SCREW, BOLT & $PECALTY CO- FLORIDA NALDNC CODE. (YN. rc-1BOO D.I.I.) - #14-10 PANELAMTE FEMALE IO AND PANELMATE PLUS ANCHORS. AS M "WACTURED BY ELW COSUWDCTION HIS DRAWING SHILL ONLY SE USED TO OBTAIN PERMITS N M STATE OF ROaDA PRODUCTS (ON. Fc-2071 ),.AM11H1AIN p.s.1. 1P" - t/4' I OF TM -CRP ANCHORS. AS MANUFACTURED BY 7RU-FAST CORPORATOR T*_*--. \'�EP •vC ••••• , B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATM AND CF TAP -GRIP ANCHOR. INTO THE CON :-' FLOR(DA a11RDIN6 CODE F6 h Ysloe Hurrlee BLOCK UNR SHALL BL , 1/4•. �NO, 4 . 167 ' a2920 RISa 4,C 20 GA+# GALVANIZED arm srorw RANEE 6.2) rALHN-N &SOLID -SET AnCtORs SNAIL SE EMBEDDED 7/e• Nro THE CONCRETE BLOC( U,ai. HD Nro STUCCO %ALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL K 1 1/2• LONG MWaYUM G*x JrL AL PROTECTION PRODUM U.C. ' , EXIST. AND I• MINIMUM FOR WALLS WITH NO STUCCO z4_ CTAr nr } I C,0 4.- -_-- -.- -' -- INSTALLATION DETAILS INTO EXISTING POURED FOR REGULAR PANELS CONCRETE OR CONCRETE n & CiA BLOCK STRUCTURES wecn EAoon �SCHOM �,E OCHp„ a a T"NOU 1,0 , a) COIIaER MIC/Ke .�eEIS A THWNgHa' .} \.---E.D. �'M'UWD" 9)EXISTMIG TTi"11Lt POUND MRCOPPla " C" W�a1fU.,°M /� CONCIEIE RCall6Eb' , • 7111'11� ,. 11I RD{Elm TI 04,A 014. W..v2r W.coecRETE •tin-� T MR-. • M"t I.!. --i I-rvfe.\ante II • -I I 1 \ -- I pliewn _ . Ii 2 I I. r�( EX,sraG POtUR'D LD I 1iXNSE1E • EEL ,i "" I ; 1 t ; REOUIREb 1 \ 1HEaDIm " T.a= I iWNGIE7E I I Sett I--. \ �\� \�\ . 7� • : \ 'it.'` N �I WX ; Z 1 o ' al !I"6�aAPPIL9 ; 1 I , I 1WJ ""' IrR1Y� • t I 1L1p1Ir • 1 5 { I ,a a"'Mn 9r4P1NN i I� ''~W a i fQ �A[ a_ r ���a. II ; 1 rl. _ W:� .-i W aMI ,o .last "'"M I --: .FILL . y � -.. ..___T..-- A --1- D 9 0-NB.J I i(A1 L' i I A 1 I , .. - i. _.___.. I I I 1 1 ! i I I i 6 1 �; I I 1 ,' �- �.// I I I I I I I 1 t iT .IT • .,. a raw ww • f * I'-7/IW,O/M• 17 ,/r as , �. WIa• ,a,L ELSIa40 POURTp, CD. , ; 1 I 1 "'� O.C• 1 r E104TaO POIR(�_ EO i r CO. ; I tE'i-W oc POBLOCK f CONCRETE CR CONCRETE BLOC, ., REaIARD. ! I • I I I CONCRETE aCReCu \ - - A COMICam BLOCK \ — - ._ _ ' 12 ,i at r _. __a REOUIMED. 1E.0 \ ` I_ ANCHORS ! ' _ _._ SIRED ` e_ a „M i `: - �.D- pa caaRWO \ 41 MIT2a��� • nc None ' 4 s7AAlawal r/ 9noCONCRETE — '- Ns.+.. a O ow 20[pAE arCONCRETE `-' 9cNF1XAl d.. _' \ sxa ($aum \ o„a tW. • G' (YE w mku ON MUM a nocuo. 9) I SHUTS a TMGIEH N WKKM as "emuo.D" 1) San! a "mug. 9) W" M0111 SCALE 3/6-1• CEILING A 1111OUNTM Be" 3/e-1- BUILD ga MOUNTING SCWE 3/6-7- ALTERNATE jig W mounud SOYE 3/6-t ; j9 E.D.. O�TAI(CE "am( I 1 1- �TL.)-J a 1D NM. ; I a I T NOTE inR OCAIBYWTIDN OF SECTONS: 2 + a& , M ` i!�� TOP & BOTTOM MtOINNTR40S CAN BE COMBINEDANY WAY To I L I _•'(ERA tj/ � - PY' ., -C/r IN SUIT ANY INSTALLATION. ..\ . `,� \,0\:.. .1 \ :,\ :\,..... VCEN' v 4S�c'•.9 POlRI O' � .. -1 �/4 � . FLORIDA BUILDING CODE H(h Velocity Hurricane Zone CONCRETE CONCRETE REDL aEo. Ca-"_-.._ ` * * ; e7aY n eca IHc ZO GAGE GALVANIZED STEEL STORY PANEL rP' arm W. \ SHEHI a TH,RaIOH - \ * ��. ATE ( _- _. IL E C O PROTECTION PRODUCls4 �- /aMo M7C m/MaCEILING AMR 'Tel; �RNID •' ... __a. __. ESN:.MOSAL 4aDD a). 6t STREET / AL E 'y' , �R.,. },� 2..r.Rlra w LA1Yi. ,N,ac (2NkM7ew FFA,'(4M)•IS-a2r7 -r.. ti m-,rn 20-176 SCAu, ."A". nxN .HE , ,ne OMDAM Ill �-4� a1•aA a WR.iFII A l Jr., Pi - 'am 4 a 7a 1 L I ECO INc- TILLIT TESTING & ENGINEERING COMPANY -- ____ --------- - --------- WALTERA. TILLTT, M, r.E. PRODUCT EVALUATION REPORT REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtacUon Products, LLC 48DO S.W. 51 Street Davis, Florida 33314 ri1teco(da0l.Co1D PT,F.R T,MYe.N9 4467 FLC.A.Lss W.,TM6719 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a But ding Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.0 Drawing No. 20-175, titled -24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte��adW r�r, Is Evaluation Report. .t`,•\E±�;'�, ) "'a., t-. � - \GENSF T!'9 -'- -44167 �1 1 . * * ?6' STATE OF %rF.•F[ORtOP, *'66�, 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-1 '..........1,891-I COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1/2-1-) -_-__.._-._. 15,1W (TOTAL WIN) -.._..-.-_-_.__-.._.____._- - -'-..-_.---..____-___...__I3AW (TOTAL WAM)-..__..__.._____ __ _.__-_._12.SW' (FFTEC/Ni WO711)----._._-__.___—_ _ r, 7.3,n0 --H /1 / 1 1.3fo' i ' , - :"'. ' '1: � OOw MIL THICK "sS ' .1.900• r- 1 -J� - r�WiGWIi[D SrEEl\ 1 , " \ ASN A a63 7 50 T} / I I * 2.657- QAW vot THICK HEMMEDOALW WZED eIEEL EDGE T � _ - // I (-0 2.65r ^F'"'�0-0 SLY. � 1T 2.000' = , TYP. ASTM A-{53 2.000• .24TQ , TYPHOMMED. T- 'r i -- W"OE so WAIRM e[TAl Lr I _ : a[iK AJ �L' G-40 OALV. L - - EDGE A __1 LYErAL A , 4Bd sJo ? I: JW STORY PANEL Q END STORY PANEL 2 7ar--- L - 30. L __ ( „O. R p I .125• y 7,�. , 4Y-m. +/1'I-74 -_-__._. - ' - .. lot ,-. W/ NEAR® EDGE.-` t LIMA' R a -' -I 1 LS00' T.125• S& RIVEtm S.t 1R110 . s760'.'. - HN-GAW I t.2I �• 2725' r I I� ,2 , OG Iffi' i-- ,( ARGUE • TO AICLE H '"'30.06'., 4 s s's' alu oa3 2 old1 BE `xso' 2., 093 a S7si ( a[TNL1�26 39 °7° 4 oEYAL , L jj r3r �FE6l & .�.: �'<-_..___S• Yw. ...__-__ _.... L..-_I.S00•-�' 1.500•_I 5Y��C VIEW A L_- 3a_ L�x000 ROUNDED CORNER a ENDS OF PANEL'S 2-OW' .. -- END LIP W/ HEMMED EDGE. rL )AeO "h" HEADER i'3 "U" HEADER O4 ® ANGLE WITH STUD ® ANGLE WITH (N.T.S) arvrxe STUD N_-. —( WINES 4 --(- 37`+1.310• I SEE aT. - .. • -__ L PANEL rAw- �.__ 7 (tee' ,�'l r-� 125' : 1. 1 l/14 r 2/,4 P _ _ 7oP EDGE �4• .OB6• 065• 7so•,- T-"- U - r- ).390 -1 -,i`. mn RIVFEmio 1.4on 063• �,• 375• _ 1-- 770 .IR6 640' am" • 12 11r oG Ivi ,r. HO E IpW L-= -, t.o63 JAS' �?. ,.015'. Ever o 95r j I -( I "I . -.R,, ) �. —� i .... - .- ---.._I C - Mk on* _ D64• O KEY MOLE WASHER 6ny —2.�J ��) 7.90D - r.OM• © "FIN TRACK ANGLE ® 3/8' "I" TRACK ® FLAT PLATED oA36• (MaA) 1 1- 394• WITH STUD GALVANIZED STEEL .344'r _ - _ - AT A 37sr 1 .675'r I 1L_ jj� I.375• ---T---EE, ? No.44167 _ r-- ��7w' * # : * FLORIDA BUILDING CODE h Vebci Hurricane Zone `51 .1 Aa •_-MACC rPINK; IDOEM arBD 'wKL STATE e2rae mTrra k BADE GALVANRED STEEL STORY PANEL r' I. .,2s t-.:,a7s• FUTEo WKRG HUT arrK N: T • KEY HOLE �,c'•. t0 * ; ; .----.. 2.000'...-.��L ' 6t54T••f T s, •.... r /R/2rae 8 2"X7"X1 /4" ��� r0 - _. - Z L Q EML PROTINC LW 1H PRODUCTS, LtC. O7 6ME K/9HMTNELY, IB[ WING 11UT W/CUE A, ALM I. I,ORNGIJI/aC M9i11 r/ At1GITIOFAI lr"/ i ,r'pllq m"H-_.'f WWWN%Hw L_ PHONE (.A.-F6N n-W: (.0..? 20-176 • 7/9•N3/32• made ova&= Gt-06M7u �� — - ove Ka STEII OR raOXEL MAID STEEL). L >oWNeMTr ,7 11 A N a, Pt - eQT 2 ar M FEMALE RL TT ■ -- - , I 4A,M1 1 I A A IANr1IIN or ■Aa 4 - -_ i g I - I ]J a'�I ram 1 I 1 y_� 1 n COST" POURED E D. � 1 '. CONCRETE 1 CONCRETE� i ; .. aernc EP 1 I rA14CY1EIE OR 1I CONCRETE BLOCK ---- _. i REDLMM- L CMC-N OR PAnJWRE -- - j PLUS E a rNT ANQ.W ! GaTfJEtE A1R2K4S PLUS CR a TY-0NP (SEE SOEARE 0w '-. � CR N475 a TWWUN, n SCALE 3 1' -S= '�• • NEW 1• WIDE . WPM . 1,eK x TICK ALUM. TUBE OR 1• , --,,t r`-W KG / P.T. WOOD PLATE SPACER - I 1 `I� , • NEW 1• HIDE . WISES . 1/8• L 1AtUY.TIaEOt I" . MANES 1//_P T. W PPLATE SPA,'ER t(SEE 90aULL ON SENHNO Id < .CDVIMMANCHORS -�II 4ELS tit 11A DID CLDSLIM DETAILS FOR INSTALLATION IN POLIED CONCAEiE BLOCK STRUCTURES CO GM BLDO( OR WOW ,/.. 4•tt VAUD FOR REGULAR. UFE SAFETY AND E Z KW STORY PANEL SMEY _J M1. 11-1 1 3 4__�___t are I 1 I. ;r «'" " I-0s� I fl , ,aleI 1 G@ irii. w 0-' . e ,ice., r-ei F I I -O a _=-_ J 1 ^ ' �8CNL•/Ts.t' V-' , rwrV, IS.�..nd�WAw if` - -- -- i I( CASE a '�feLAN I ] 1 9 ^21r SCARE 3/16.1 iR,m R[ 1 OwMA ,a, I y � PoeiTl,,Yr 1. 9ua I , T-® 1 , I r. r.4v Ia ,aN4s = AIR i 1 I A t,'�z ,%""Pei .Q L•VWI2v SP i FT-® I AIa w ��J �=, _= 1 �- i CASE C /(ELAN] r•4ee Q (EIAt1? - SCALE SCALE 3/16-1- tu m I2• H /4i ea. NII •/lax_ ` � 101aI"iWwMI"�N ..lA,�,I".Ia _ O ..4-.-_ \ \.'\> �\\ \ � \\;l' - \� ,� � - - - - - +rr,W' •'iK• a .T' iTi•w u a Lea „X {� -0 SCALE 3/e-1' .-or. -7704' we" elle o--. Wa,�. , W. Xe•Mwr'i r'.�'aief e E0. -EDGE OBTAFECE _ 4"m eN - aea) (SEE scHmuLE ON rfla� 1; CASE F (PLAN] SHEETS a III 9) SG4LE 3/tMt' TOP & BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY QSL E (PLAN] INSTALLATION. SCALE 3/16-1- K Cent. . 64RM,Nam ' I>e O®YI[ 1 1 2 Lan. CONCRETE vw ' We. WNXW MOSN Y'/�� - W.W HBM CONGREIE BLOCK BMW a WKXM s a A ■ AWN MIN a,ra R • W 30 Ma. ISOUMIED. TMDIW .DW. ON SECTIX-X DETAIL FOR SPACERS 90TTDY TRACKS ADJACENT SCALE 3/4-1- REQUIRED AT, TOP OR TO STUCIA,I! = RANDS PRODUC'P ENAI,EATION RRPoAT NO. 204717.02 2 2.1 TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-M standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 2D1 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. IOKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3 STRUCTURAL ENGINEERING CALCULATIONS* On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.176. 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. V�,�t J!iT ', r `li! ��:_ ',ENSF ' �9 z_ 67 I*.5 q-' o S9., ATE OF .- 0 %0, ."kORI04':-�ykraa` H'`14tSIONIAL'I ,50 ?` 2/4. 3/4. 4/4, 5/5, 7/5. D.M.,Q, 0• 4O+ 4 3 .®+ t@, D.M.,®•®, - ®+©•@.®' PAnpUET >zV T IATIOx R)wrnnAT N0. 3 S. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 0, MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc. and signed and sealed by Walter A. 1111111, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TIN, Jr„ P.E, (Florida License No, 44167), President of Tliteeo, Inc. (Florida CA-0006719). WATU D:A TILTECO ADMON RECORDS % P. E. REPORT GALVANIZED STEEL STORM PANEL \ DRWG # 20-17 '--T--,-r-ri---T--T- _-_....- T _. - ...-.._. 1E] I EIS ,Yl`r _- _T_ 9 4r ROVED PAN/ IIFJ 1/M-20.1• - - __' ' ILL., BOLAA. W/tea v.- ;1 (SEE SECTIONS AS APPLICABLE) _1_L-1_j__ H I E,O i I __ _- _ __._L -_ _J - .TV/ .....e/ I I I A../ . I ANCHORS: FOR CONCRETE SEE 504ENU ON SHEETS 8 a, e----'____ -_- -----..._� _ FOR WOW SEE SECTIONS ON SHEETS 10 & II REGULAR STORM PANELS n & 6iA ELEVATION N.T.S. 2.ar (MN OIe9M -1 WHOLE WI LEY) ,/4. , MAX. OAP INTO EXISTING �DUp(Q WNCRErt -OR i'ANg1ETE INSTALLATION DETAILS FOR REGULAR PANELS(i) & C1A BLOCK STRUCTURES __VOIDD ZIEI[ NMICRETE eL.oCL IEOUIFIED POURED CONCRETE OR CONCRETE eLocK PQ{BE WNCR TE -3R DWNCRETE aoCN REQUIRED CONCRETE AAE„oRa -Isanm u DIN aEalRm - ANCIa11a �> e i I - =*-"1 w, e•EI 0) Ban 9) -- ---� j . �,C_ 4 , 1 -------I T ' . \ ff'"', ' 1 I'llaaa1 1 1 � -DKF ' 1 ; 1e i W •IO,r.RNeMeK, M 1 1 i _ , IN. 2.rIRhW¢N W H` mAt ; _AMA" I a sw e ,o"'r®IAif7a t MIm e r a i aer A , - i _____ - _- - -_--- . �... ; 1/e1-2h1'. Las eons r7-, 17ray .3/]Y TAR • NrA ' V' - is i -------- lit I L,/4Y-�„• Its. wom W/ `- ,7 '..3/3Y HIT & F/O1 H I i I"-'- __ - A i C i ,/4Y-26,1•_- 1- Sals U` Itd.. 3/2I' a F/M I'--"- -_ _ 'eae ' RnW-n iOMW t____._ r---- - v , _ _ 0 4_ i r; v r - ..� �i r-�,AS � • 021IL iL I OF�''L• =`L4 MAx 1 ; � D" / ' 7 .Yn I C. r; ,� I i 7 ' 11 : L I WADE1 ,/r u i I i / 1 I - i _.i_I T .ear% I I I I i 1 ^i. 1/4- '�' i,,t,//4-r-20.3/4' &S. BOLT ____- e,'/ 7/s•43r32• WINO NUT e it 1/2 O.c. I CONCRETE ANCHORS : ANG,DIM STAGGERED PVESCHANCHORS `...-.. �H...__"� 9�KE'T aSt'RmUtE ON _WR0E1E r/ STUD (its SCm" ON -_..._ ON DW 9) SHEET 9) � CR �WfOV9m-R� -LOH,OIETE CR RrouNm OONCRIE 6LD0[ OR REOLO ® SCALE 3/e-1• SCARE 3/e-1- a•"r.4MAWL.. — - LYM6IMATON OF SECTION& EA. • EDGE OISTAN(CE (SEE SCHEDULE ON TDP r earroM MOUNnNGS CAN BE SHEET 9) COMO NM IN ANY WAY To SUIT ANY INSTALLATION. I W. /S - y 1/4• MAR. GNP ANCOR9: FOR CONCRETE SEE SCHEDULE ON STET e `----_ - FOR WOW SEE SECTIONS ON BEET 12 3_ Mr L6r 3- .-I II H 1 I I1 I BOX r• —_` Ill F d I ;, W�NUT i L 1 , 47(' : i 1 I i p } 's l i - I I, ( I 1 - T'FT -r i_ >;.. T.y TIT-. _ 1 �.L.�rN ' i L' I ' MAX A 1, 1; 1 t 1 ,1 ., Si I il', III il: e a, to eyn we ] Iln r 5t -3" Ube. D.Y..®a ® LR aYE 1. wa 1 a' L- . 1• M.. My, ' -..__ ---.- -. ANCHORS, FOR CONCRETE SEE SCHEDULE ON SSW 9___-_� FOR WOOD SEE SECTIONS ON SHEET 12 REGULAR STORY PANELS n R Q ELEVATION I SOALE 3/32•-1W 1/4• MAX. GAP 2.67• ' .._]-_-i (YIN od" -1 WtlE ALLEY) ®,t 1/4- .t Nc_�____ _. __ _. .._--. KC% A -AI* X0J scALE 3/s2'-1 -6-0 CV U) M (D � U L N O Q C O L_ c Ca -a o- . CM U Ell to }j C CU =3 -0 CO V O 70 -L CO .�o C Q CU C CO O CO LL 0 — > _ . Q Q H cia -0 o . C CU Cn t� <C 7aA 0.00 II r e) a Q ( I . 0 (. Kea 1.. -1 'yi C ' I!- r. 2 r' ` ,. V. " _ �. Z y <_1' r `1' I _ _ \+\ i Q ,-Z / � 1 / '(_1 ^' , W � EL-0 L Q� .;A C C O O � -1 L1 L. (U (1) (1) -*-=+ U) =3 ICU L_ U) 0- CL (1) U =3 M 0 L_ R... U a) ■ W LU = Q Z Z Q J 0- SHEET NO, SH 1.0. I. — i:A ,I, I , . .1 I.A I I L. I I. L- I ""s" WALL AND FLOOR MOUNTING INSTALLATION FOR "'L an. �. SPLIT PANELS \ i ON -r 2' • (••�-n I c �1 I�,.- [,I� ti , . , OfP• tar i 0mN) 4 --- ('• pw s ° fa,oq 1 N ( l MALm FOR or NLl ..-w v, IN: w= '• L '• a,r. ormN a. i r --. 1• _ f • awewlz a wour �._ { i/2' _. +•�� rum eA,la YIN. f. - % Ium stew _ _ 1 —"Iwo. � � s �'• • \ 4 \t Im Ow PN aAe% 1 BGLLE• 1 4 . ,• �5�� I 1 \� 1 i I MAIL 1 1 U 1 .it I I I I I I I I/ J, • t aoYM tweYzw Naew / ��- •Rua • dR P°AfIY(a N" Nat) e — E � I I I 1 I I ' I t I I 1 � elects • . N )* /Ive/I. u WL • r 0.F '� Co~wooe'"•' Yr NEW s 2 /( w. -Tao P•A HALM 3-11 000 Ira coats) YLII MEIN SLYIEDIII.E OCTAL 2 . I Ma. YULIION SPAN (R) • REOIARED W. TUBE MULLION •• 4•-r m r-e• 2• . 4' > t/r . 4• v t 4• a r-tr TO $'-W r. r. IJr • SAA%lla6DFOR,(3-DF9IN, PRESSURE KITING SE N N •, UP TO +.pt -72A I�4 SCALE 3/e-l' NOR: ullwox uN ALSO x eNSTAL1Eo w/0 smom PANELS am TOP OR MOTION SO TINT R A LOCAIm AT TOP OR BOTTOM of OPENING. (OE PANEL aPEww w/ LIME TOP t MOTION) INSTLLLAIM -ALTERNATIVE i W $GALL: 1/4' - 1' RLSTLLLTId1 - ALTERNATNE 2YI WALE: 1/r - t" NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.T. AND PANEL'S LENGTH UP TO 8'-8'. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECWX DENSITY OF 0.55 OR EQUAL. 1817E FOR COMBINATION QF SECTIONS: TOP B BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. €y�� r416,7� No. a ee,la , ,/a•-� - - r/z' ,' ? I - rAuon sw • d.% coal eo 1 SECTION Y-Y SPLIT STDRM PANEL ELEVATION SCALE 1/4•-t' `'�" —� +- L MMI ! FLOOR hKKW1N0 WALL ! FLOOR NIDUNTINO LLTERIIATIVE AW llWrALIATIDNS - ALTERNATIVE SW (SECTION AT TOP Is Lum ro +5S.5-87.o WUf. SCALL• 1/4• . r AS.D. DESIGN PRESSURE RATBNG) SASE: 1/4• - I• c ! , B w xY r 0oa, 1 Nee a 1„e, AY•O F ,"ire-°-, wN FLOOR IIQLANI Q INSTALLATION _ SECTION YW $CALF: 1/4• - I- FLORIDA BUILDING CODE (High Velocity NuMoam Zone °°D10 n'WC°• "I 20 GAGE GALVANW STEEL STORM PANEL nttAew W. IL E C O INS. GLOBAL PROTECTION PRODUCTS, U.C. Rnnae moo LW. s+ Seem caras s. t r" „wr •er w .w Mac (w)es 75 6 F�a.l a•)ts-DST 20-176 •I•• L..1 ",-+m . A : 0•,1 to -,el on." No-. - u'low-000n,e ,NATO A I,Wt A., PL +*- - flat 10 O a w CONORETE 4,XNCM CONCRETE ANCHORS FOR CONCRETE ALOIOwk 1R SCHEDULE ON SHEET I4, ,OI wow SCPW. six SECTION ON SHEET ,s GIVEmw 1Q� \ ow ij \ a•- 1, t iW//5 - J POUND)mlLTcrt J rl 1/4 2/4 24/4 3/4 a 4/4 1, 2 3 1W/15 ] Na - - , s• Sao' mw IOW PONIW CONDOM IROIIeOD d I I C4r4. • I t I I � • I � T� � 1 1� I�� I G COO WAR) 81T+MIM (e1N[WOE NIQi LMEWON PARL) (OD F'MM) ��slm'4 1MOa01A�aNMTgN ,I� W. � , TO f OVbI am ' w/K/pMy/i flQ0' � E D • 12 1/T oL. t 1 1 1 NaIOw��aa 11 1/r Mn. ,p4 •• x1 1 o.GW (� 7 ro4 elw�xo.c CET. ,/14;r (» , ly IRE DEL. 114J ty 11 ITT1 AT Do Am" k 2/1f) • (rA,O1+lAR {OOaIOM /a, M 1 + 1 A7 an rwns) CD1/,{ `J( �) POURED f A2 144)MILOCK an cmx:o T WILL INOWI i f /4, 2/4. 2A/4, 3/4 OR 4/4 �11. 2 A 6/i5 Loo, Z k iW/15 I J OALTERNATELCUTION n SA ETT Ono L L • , I AREA w/W LIFE SAFETY PN4 LS UXMO8 OF LIFE (SCE NOTE IBELOM - L.. ram" PANELS W/ OR --- _ ...—. ----L ---- --- .. w SAFETY PANEL /0 REGULAR TRACKS (SEE NOTE 1 " ' UPC SIl�r v PM411 MoMICHONS CONCRET, Mew" RE "NNa £NIA j��%/ : /. � f�i / y /�/.�,�;� ,LIT fLT�LAE oN SHEET 14) MINCE, OIICRRJOPTION #1 FOR STORMALWAYS R MOwO[D w/ RFM NAMOE PAaLTAR farAUAT /J:(. i� ro r MENom 9E OR NENOVEO FROM INSIDE ' '�i�y cONCRtE ANODIO ) • OF (ers % wuT 14) ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUtMNG INM WALE 3/32•-1 - SECTM i SCALE: 3/8' - I• - SECTION 2 SCALE: 3/5• - I' r'/.• r•o IMP RAFT NOTES ON LIE SAFFTF STOW PANEL SYSTEM INSTALLATION __ /. LIFE SAFETY BMW PM91 DAN BE LOCATED AS AN ENID PANEL (Few OR LAST 1 OR AS INTERIOR PANEL. (ANY PU4EL LOCATION REEN BETPIWELSPANEL) B O�rT Nmeae ►ARt. NN- "EPA.as'r YE NOTE 1)- B AT LIFE SAFETY PANELS ANY OR WY NOT INSTALLED ADAACEM TO REOUWR PANELS ONp FEE Mort ,) (w/ OR W/o REMO TRACKS.) 2. LIFE sAFETr PANEL CONWTS of 0.030' GALVANIZED STEEL STORM PAWL AS SECTION B—B PER CawOENT . SLEET 2 OF DRAw7N0. SCAM 3/32•-I• THE PANEL ITSELF TO BE REMOVED DR INSTALLED FROM THE INSIDE OF STRUCTURE. ...NIINNNNN 3. LIFE SA:Eir REW%RES TOP TRACK TO a COMPONENT�k BOTTOM TRACK TO M'•-A TI BE AS PER s1417 2 OF Tie$ DRARAq. {T,� ,.:.. u/l✓ COYPONE O r BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I III •'••. I ON THIS ET. As WELL As DETAILS T ! 2 ON s11FET ,a. �� •'�GENSE • ' FLORIDA BUILDING CODE 10 h Veloc Nurrtcan@ Zone 1. MN. LENCfII FOR L'011POENT IS IS'. NO• e2m0 ll,®0. We rt. MOL ANCHOR SPACING FOR GDMPOIEN1 AT BOTTOM 1$ CNEN ON : WA/CIgRACE SCHEDULES ier 2. SLEET 14. - 1E ,�•, 20 GAGE GALVANIZED STEEL BIOTIN PANEL NUN N W. Z *': ._ COMPONENT �1 MAYBE PERMANENT OR REMOVABLE. TE -- I SEE OCIALS FOR 0WAIlATION INm WOOD FRAME BUILDINGS ON SHEET 15. "= Y' • OR '' - -- „`1 E C O INC. GLOBAL PROTECTION PR�UCTS. LW. O,R TaA Or •... ••a sw. sl snw S. SEE SHEET 4 FOR DETAR APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF %,Ius. ON A� •P aI. RA, elt. fA wane. R atw "Iwr: (a)es--77aOWL N r�AT' (w)us-am "GALL SPACERS AT TRACK$ INSTALLED ADJACENT AND BEYOND TO STUCCO/WDOD BANDS. SPACERS N1 P-• •tax Y"-e . r; am M-- r r MOMN•: P.E �R IxN.,p1 A�RyLT'I.Ir.. ►l Y 1 - wwu an MAXIMUM A.S.D. DESIGN PRESSURE RATING .B.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (MILD ONLY FOR PAMRSO t(mge/STAl1AtOls AS PER SECI1 M I "f 10. ON S IEETS {, S At .) AIm MAXIMUM A.S.D. • WILTED W t/fY-f0A' ER 1L1 A WlWM T W °IOW t MOLINEM a "AD. DESIGN PRESSURE RATING .R f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS (1) & Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES WO ONLY PORE PANELS IQt ® e6TA11AMS AS PER SECTIONS I THOU 7. ON SHEETS 4 t 5) swmm FLORIDA BUILDING CODE (NighVelocityNu cam Zone). Nam . 416 N0. 4, 61 i °�0 t'•RS0• "I' 20 GAGE GALVANDiD STEEL STO M PAIIEL. Aw * * x - W AM W. q • 9n••�• ST - --' ----' ---� GLOBAL PROTECTION LLC. a IL E C O O1/a/fNN °"" '•• 1„�' : �tis 144,3'Ti� _ LMC. am L. °I sm i. 1� i a1M N+•qN . I a plq si,-I", Na)M-7m FrNL•' 0")M*-SNIT 20-176 AArIA Cw••oIDeP}s r r r r awwN Nm y WALTEO A Tug •..BANCO,. P.E ... A BIRT I OF a (CULL "' �N � a oa m toN �� +so.a. -T2p r-a' M LESS 2 +H' IL,LMOLtln , Tteu a t T .ssNA -72A >r_r ro r-e• Ar.. E ]/r tIlIOLTED , TIwU s IIAYeRA A.S.D. IEWaer �•) IN,MN AMOIOR flAOIO MR ED. - ] 1/Y « ! i �"' OF ,�i.NT"N NAOAr Pwn u"°°' �• t+L) Tw,m,t a TAI-MP 12NN-., nweLNW[ PDra[ III FPARNArt PUI ro oollosTE em«o�+E m CONCIIOE mtlnw�[ ro Oo„awR la� m OOKKR cOI1a�ltE m uIIOt51[ o� r N/A WA WA e' NJA •' �+ •' NA+ s• r NJA WA G. r r r r r WA WA WA S. WA r WA r N/A ]IroM r WA WA N/A e' WA s' WA s' N/A 2 �pD +se.a. -7L0 r WA WA WA e' WA r WA e• WA ] t ♦ (roP) Y-W' M LESS M ILSE r a• WA WA e' r r r ] (BOTTOM) a' WA WA WA r WA r N/A e' MIA 7 f� e• s• WA N/A r e' r a• r e• a t 7 �O,) N/A N/A ,2 ,/2' f ti 1n• a 1/4' f l/4• a l/4' a l � wIRIs ,o t t, FOR ANaIORE TIRE • frAOI mR tNtRNLAtoI erro „e0f FtrAc uoew. IeNRwN AIoIIP OACwl01 Ave tIIAM aR DISTANCE ARE eLoowEp M TIS falDNL FOR E.O. lta iIAN egrAlo CN WAfoIAL REDUCE /rIFJ1011 fPNILT40 eY eIL/RYeIO EPIOI w10wM M > eT 71W fOL10MI FACTORS. mR 11a arowIOw W R PORWIE RFllltm frwFil6 O/M� IRS" FACTOR OWL ,M SE OAS{ tww ,Arl.at f►ACW ee.uTm FM OL•, AWeR irP[ Al ALG,ORe LIeDQ veaa or tr-w" UWA-I easev r A,a•N fllaNe IOU ] a a ) x ,A J ••rN,n..ot Orr OA) a a 1/2 a a +n w►,rr o..r er ey a a a +n 3130 a ,n NaYa u «R e1RER ,. !L • 3/r Law Him MAIM w/ -2oG' as. U.S. • a ,/.• O.C. FOR . LDana UP ro r-0• ALE) a 1/4• I.O. Am up ro r-o' an. ON H+-lo wx FDWL 0 M PURI MATE PUA e r a a on I tn• Ia, ftnAam wm m WEAOEn me AIL. IDIOINS LIP 1 I .°°° IIFARII I ,sawla I I 1 I i PAHIIl11A1E r. ;N M '•_ ,MIL + �l _ _ LV. . 5►�I;7'.�IiN� i'.' 1. INSrAlUT10A15 ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO B•-8' 2. FOR NEW WOOD ENGINE CONSTRUCTpN: W000 MEMBERS TO 8E SOUTHERN PINE N0. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL INQTE FOR I�INBYNATION OF SECTIONS: T� k �TTOM YOUNONGS CAN f!E eoMewEO IN ANY WAY To suer ANY INSTALLATION. STUDS .EVERY DYFAIAP TO HOLD PANELAN INSTALLATION DETAILS FOR REGULAR PANELS(!) INTO EXISTING WOOD STRUCTURES 8 C179 , m,�',Ia urAl�iC°IOol ' I I, ly E0 � a ���wRa>•w1�r•�Ra�Ra��RaRa� LOCATIO INt �A.sn RF°d, a w-ar aLA-eN Mellon MILE mRlt o perLaR wua k PROtIR'- ro txRND�R+c taN� ETE CONCRETE �m R CONCRETE m � m � SECTIONS I �ca...aDN MwIN PANEL LaMN •A• (a) 55.0, -72.0 B• N/A N/A N/A $• N/A r N/A I. N/A 1 ! 2 (TOP) 5 -0' OR LESS p• p p- 9' p' p' p" 9• p' p' , (BOTtoM) $• N/A N/A N/A $' N/A $• N/A $` N/A I t 2 (TOP) p' a" tY $• p' 7 1/2' $• 9• S' M` 1 (BOTTOM) r N/A N/A N/A $• N/A $• N/A $• N/A M' 4' $" $' p' $• $• $' 8' $• I (BOTTOM) VA ASO. ORe • sw' r Fea mr a AIeAPPLICAW Q RRI .Owe • r r Rol TO a AIdQ SECTIONS Y MAIOIWM PAAEL .woWArt CALK -Al IxlAmlu LENGM Y• (rt•) RITea y,, RR THEM +4p,2 -61.5 3• 3• { , 4 i Y 2 (BOTTOM) T-e' OR LESS +52.e -Bs.o 3• 3" .• a• 2 (BOTTOM) r-e• OR LESS +55.0 -72.0 2 1/2' 2 1/2' 4' 3 1J2' 2 (BOTTOM) T-8' OR LF55 +SS.O -72.0 2 t/2' 2 1/I' NJA N/A 2 (BOTTOM) 7'-8• +SS.O -72.0 N/A N/A 3' 1 3' 2 (BOTTOM) r-B' FLORIDA GR SCHEDULE . i MM. ANCHOR M" ANCHOR SPACM LFE SAFETY ) ALTERNATE N AT ENO PANEL To To IMITINO CONCRETE ym r-r TO ''� !''I SEE r I SEE !r! �—IYTFADR PANEL —END PANEL `LL. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLGABLE TO SCHEDULE ?•) SCALE: 3/is' r 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING B f, AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE e.Ptr N•ae[ r m •rrmNe: 1 ! 2 +TPD FOR STOW PAIR, SYSTEIM DN SNEEf t31. OEM TAPOON To To TO 10 . No. 44167 * ,•xweA AfD. oarN FLORIDA GR SCHEDULE . i MM. ANCHOR M" ANCHOR SPACM LFE SAFETY ) ALTERNATE N AT ENO PANEL To To IMITINO CONCRETE ym r-r TO ''� !''I SEE r I SEE !r! �—IYTFADR PANEL —END PANEL `LL. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLGABLE TO SCHEDULE ?•) SCALE: 3/is' r 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING B f, AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE e.Ptr N•ae[ r m •rrmNe: 1 ! 2 +TPD FOR STOW PAIR, SYSTEIM DN SNEEf t31. OEM TAPOON To To TO 10 . No. 44167 * ,•xweA AfD. oarN .1.. IAwe3,DNN, rlol,]Ia.w rse.r f0•peta m aro „vela lad.) .Tea -TeD r r : N+ ea,ax tDE IE[T ,e FOR ANertlle TIP(t sr/OeIO FOR eAYLwIOIs Tao sa00 MINE eAID•a IW4 AUC11011 fPACwOf MI IeX.Nd mR OlddpCE AIIE etOM7EM1 M INNS SOEWG tdl ED. IEIt 7,wN NON'AIED ON fa1FOtRE emaeE ANCHOR 9PIDfLG BY eu.11nYsp aPLINre f10eR M ealmuE rT LIE IOLNDwWI FACTORS. FM 7Ia OPO,IION m R POs1ALE, LtTDUCE➢ aPADeA amAelEo tlsw fAe,M Teel NOT E usa nMw McIIUY Wwcel LIIpIWm FM dal NLTta TYPE I AatoRE LDCDD. /YIOO NNW t/41 ,/4". 1/41 t/a. I/r. _ .. TAm� a TARae► free RUGS, r Alda IwLwe W a s a a 2 ,n •,ean.a of a a a a a a a a +ry a ,ry 4 IIaR W "R 4e� /I1610W � >m Ijr ,m sa MAXIMUM A.S.D. DESIGN PRESSURE RATING .R.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS ft) �� INSTALLATIONS ANCHOR MOLTER APrDIRe WRala FaR L.O.. ] 1/2• « ns.a atEIOI1 TAPCIN a TAP -CRP CAIx-I ►YeUOAtAtE FELMILE A PAt9A4R PLUS soup SET s1aTIOws I � wNMAa PANEL. famUG ro RIOnrurt m olxcREfE BLOCK ro CONCRETE m mNc.c,E eLDa m CONCRETE ro Ea,LraTE elDrx ro olNaetR ro mNpm[ ellla ro CONCRETE m tnNURR •DCx m NtlOiYE m tONW[R BtOCx r✓n taltelwlolt a THEN LEltan, 1' (LS 8• N/A N/A N/A 8' N/A 8' N/A d• N/A N/A N/A 1 (TOP) d• {• N/A N/A d' d' B' d• d• d• N/A N/A 1 (BOTTOM) B" N/A NfA N/A 8• N/A 8' N/A d• N/A N/A N/A 2 (TOP) 8" N/A N/A N/A d' N/A S' N/A S' N/A N/A N/A 2 (BOTTOM) SS.6. -72.0 8• N/A N/A N/A 8' N/A 8' N/A 8• N/A N/A N/A 3 t 4 (TOP) >r-S' i0 B'-B' OR IFSS 8' 4' N/A N/A B• 6' d• 8• d• 8' N/A N/A 3 (BOTTOM) B' N/A N/A N/A 8• N/A r N/A 8• N/A N/A N/A 7 (TOP) d• a' N/A N/A 6' B' 8' 8' d' 8' N/A N/A a t 7 (BOTTOM) N/A N/A 12 1/2' 8 1/{• 12 t/2• 8 1/a• 8 1/4' 8 1/{' a 1/1' d 1/4• N/A N/A S (TOP/8pTT0Y) 50.0, -53.3 N/A N/A 12 1/2• 8 i/4' 12 t/2" d 1/{" 8 1/1" 8 1/4• B 1/{' 8 1/1• N/A N/A 8 (TOP/BOTTOM) '-S• 10 tl'-2' SS.O, -7I.0 N/A N/A 8 1/4' N/A $ ,/a' N/A 8 1/a• d i/4' 8 1/a' 8 ,/4' X/A N/A 8 (TOP/BOTTDY) '-B' W 11'-2' N/A N/A N/A N/A N/A N/A N/A N/A 8 i/4• 8 ,/{' 8 ,/4• d 1/4• B, p, 10 (TOP) ea,a _�0 8• 4' N/A N/A N/A N/A N/A N/A e• d' 8 f/1" 8 1/{' B (BOTTOM) OR LESS 8• 4' N/A N/A N/A N/A N/A N/A 8' 8' 8 1/4• 8 1/4• 9 (BOTTOM) 12'-1' OR LESS N/A N/A N/A N/A k/A N/A N/A N/A d 1/{" $ 1/4' d ,/4' 8 1/4' 10 (BOTTOM) sa tWltn ,a , t Ave I: FDtR ANOIORS TYPE a arN;ew FOIL tlrafAtLAIOw Wfo wood MAX L1AOeIa M,eMLY rILYW teNa"s Aw MINIMUM E0O[ DISTANCE ARE fUOrAtm ON THIS SCHEDULE. FON Ca LESS THIGH eIOIGTED ON YAeDUIi RCOtIR A,LCNOR 9n,Ceta h tR0.7KYIN0 9WCeLG ftt0•N ON 9C,eDUAL BY 7RE FOIlOMNR ►ACTORS. FOR 11R OPUNTION m R POSIBLL IRDVCW BIACfr6 ORreED IAftO FACTOR SIPLL NOT R LEES THIN IWM fPKwMO sgrAEp FOR F/ICX ANCI1011 LYRE AT AtLTea lta1IO. t/a1 IAtOa t/4•. t/r• t/ae t/r• t/4 a,r-ela •� auc-a, fo,a-R7 ,., A,Ilaew a a a a «�� LYeW hJ a s a a a a ,ry w•.,rl over. w� a a a Try 3,12 . a ,ry AORIL m (� osWup F A •a T o w - at CD cn INSTALLATION DETAILS FOR REGULAR PANELS(l) Ac �A INTO EXiSTIN WOOD STRUCTURES 1 1h10 PAMIWTE PLUS I 1h10 PANELWTE PLUS -yii'� 1ht0 PµE,WTE PELa y �'-� a Wr ot. w/ 17/e•'--� � \ $ ,/r oa r/ 17/$' n+eEApen PDETRAmN m n+n�om Pn,EnanaN ro EXISTING wood H61DD1 EXISTING wooD I,IODFJR l EI°sTSNG wood NFADFn • l i awn aRo • - !` � awn sro • , ; even taw • i z �l. i . ,/f• as 2. `,, a ,/r oD q..\ • ,/r olx � t� WE foILDUA[ M e¢ rAaNE a �. fEt aamlAt M wm a a,m a tnAm e pR Yn Pa wE. eEPrpma FTI Mti eEWpOION - ro aLAts - .ri m alN�s +o Rua. - r n Mom. PANEL IENGTII _ _ -. _. - •, Ym,. PANEL LENGTH PNEi LENGTH /.•a-mn• u ISLE wo7E 1) ,n+�am+• sa. ' fsEE NOTE ,) ,/.o-aaN+•:a. (SEE narE t) Hoer olanA► I - -1 nww a1IOeA► � Hat oa".v -- I a,R stile I a t• of t• ai 1• MAX I � OWN, Me • I � / I • tt t/r o.a ,%.w i'"• 0-0-0 i l 'ryC o a r�i n' I 1, 2 _Pu LJ lh,O INIEAWR RLA Y PkA -•-+- I ii �I � IRE µOure"D°� II P"RUEfMTDN AT I 7�a t 4• D.C. w/ t 7/0•IMDtRD1N W PLATE PENETRATION •--7'40.0 SOOWERm w/ II I , SGl[ ]/MY SCALE s/B-r SCALE 3/0-1 pa 1. lNSTAl1AT10115 FOR ALTERNATNES BW, 9W t LOW ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TD +a3.A -48.0 P•e.8. AND PANEL'S LENGTH W TO 12'-4' 2. FOR NEW WOOD FRAME CONSTRlKTION: WOOD MEMBERS TO BE SOUTHERN PINE ND. 2. W/ SPECIFIC DENSITY OF' 0.53 OR EQUAL. NOTE F77R tY1YBMM710N OF SECTIONS TOP t BOTTOM WUWTBN.S CAN BE COMBINED IN ANY WAY TO 5U0 ANY INSTALLATION. FLORIDA ^W ^W i _ L Q O ^0 I..L O � (1J i,. CL• ) �>a _ - J � C U }. INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ',.•. tAa e,aewa • INTO EXISTING WOOD STRUCTURES ,IelOnm rENETWITION ro wam +rAm, M � i Ii I � wppp �FApq > wfrl�iAi i E"" • "'�°.a ALTERNATIVE 1 ALTERNATIVE 2 Q otTS) ERE' ,I �••�] , O.C. >a satouE � a s+,m t. ro al,wa � r U EOM � i � M E° J (- i I L•- "ill wOOD PURE ' ALTERNATIVE 3 ALTERNATIVE-4 U Y ! IfII Ip'. ,Ao wWws • r on w/ , ,/2• /anew• Low elves ela.IO w/ � ,/4Y-IOr Sa M.S. • r O.C. M t/r�2o renAAR eowE I M ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS M eewlaAAAE Pws . r oa • , ,/r dn. fOND 3/e• - 1' ■ M M i1tAdOm PENDte7IOM ro ,roao •SEW ,MOTE : SNURP iRAaO NOT wlowN Fate OIMItT WA MOUNTING INSTALLATION ALTERNATIVE 1 W EP p' T!vet 3QY; JCENS� • �'P W FLORIDA BUILDING CODE Nt Velocity Nu1Y)cam Zone D➢>FS * .. . ¢ amo nTlsa en 20 CAGE GALVANIZED STEEL STORY PANEL WIM�I WP ,. eaTANAAltOA ARE over ARLD F01 eusDdos wem AAo. OFSOM tOIOS tF ro 's ST Z +ss.a. -na N AND WN+Fa's LDram w ro e•-s•. GLOBAL PROTECTION U.C. 2 vro"iE N�a 2•00.°/ � c oOmlir of o'.ss00op w11p�ulA. ro R sounrAN SI.. p`E• �.�iyyv, 1 L E C O INo. La °mF 20-�176 Z I''FIrNAI u11N+ N! _- _' 'u.+•a w•. r 2w �wr rM,L a MN "Nat: (esfyeP-7aNa, FAc (p4)rw-rNF •t•••RI ••: Q Pl RAryaN,ler/IN,e 'y rs slat n a a -•-= - - a SHEET N0. S H 1.1 =PMl (WRIT -...- -----------ANCHORS (SEE SECTIONS ON SHEETS 17. 15, 19 61 20)-------.-...-- r MAX. 3A/17. 44/17. 64/I4. 39/17. 41/17. INS/% 3' MAX, I. -1 9NR/19. 7M/U t 9Aw/m �9w/+9. 79w/19 a 6w9/m r aN. b o 0 0-1� o o ua�__.- 1 ( 1 1 1 t PALiL �i 1 (�, ,.mIItAR AMn �I I ' U uti AIT { f� A� YS i I i `� : A MAX. Y• LENGTH 1 � - � PAWL 1 1' -T` -7.1-mutr ' r'�Otlq, . uRE STEELY � : 1 wn D.M.®or ' - -ssW MR or OT a Net HW6- J� WX. w,7. wtf.;rm i/17. Y/,7. 66/,B. 3- ;1* MINMw/,b 7Aw/1Be Mw/7B Mw/D. 7Bw/te a RE./20 1 MIN.' _.__..__.. ----ANCHORS (SEE SECTIONS Ott SHEETS 17, 16. 19 & 20)- OPTION jf2 FOR UFE SAFETY STORM PANEL ELEVATION SCALE 3/16•-1• 1 I/•• AAX w ,r IOM� PN osIAP .HSE WlKd1 oumsw,,, SECTION A -A SCALE 3/19•-1- E ► M;TXTF7A 7_1 1 lummxm MAXIMUM A.S.D. Max. PANEL LENGTH RE DESIGN PRESSURE L (ft) MINIMUM SEPARATION EL PANE RATING (p.s.f.) (SEE SECTIONS) TO GLASS CONDfTION +55.0, -72.0 B'-B• 2 3/4• UNBOLTED t/4Y TAPC011 B r o.0 1 1/S YN. THnFAOm 1 ••• TAPOON B B• O.C. 1 1 MN. THREADED 11 llal A7 WOOD f / \ I , llgl AT WOOD HEADER �f I HEADER i 2 EXISTING w sD wmw TOaAM 1• M.. CLASS lWE f aE PAW LENGTH (SEE NONE , mD1Y)•.- - aAAM CON s •N4 LENGTH (SE NIaE t BELOW)AnT• ON xal 1q o If) ' S.S. M3 w/ � / t• woo Li' it �,_ -t T icart. i CONT. .TII's A J/32' WMNG NUT i 3/32• WIA It �.' B /2 ,/Y o.D. j �! ,TfS'0 NUT Wu&EJI (6E101A1 _I _��OSIEfR G -I _1-0 TTARO 11- (9EAEOflIm � SRIDI w _-. rA m c WW/ SNO)C '. I I MP 1 1 ' IRE T10EAOED w 1 1 NMI. 7N41EADED -i•+J...... _ OF PLAATION OF PLATE � AT IMWQTN OF PLATE OF IPLATE __Yd'MmW000 WALL MOUNTING PLATE INSTA"TION mw WALL PLATE s '�-o M SCALE 31W-1• IMAN TIN SCALE 3/6"./• TI �PA 1. INSIAUATENS ARE ONLY COLA FOR NL%B 6 WITH ASD. DESKIN LOADS 3f• v UP To ♦5&3. -72.0 PSF AND PANELS LENGTH LIP 10 W-IY. C NO. 4T 2. FOR NEW WOOD FAME CaFSRNCDak WOOD MEMBERS TO LE SOUTHERN PINE ND, 2. W/ SPECIFIC DENSITY OF 035 ON EaML 3 R]*ICI COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-1' IS.190• MALL 9.0Mo. nom 3.500• 5 23'i N' w • IEANLIm TYP. '\ ASIR A-M3 • T' 000 3 � - EDGE \ - DRAKE 50 INIIRAIA MAL A.J + 0-0 9ALV. ` NLL A 46.5 I R1?3- �2t_ �t.3lD' 7 Q STORM PANEL Pmm-s W/ HEMMED CDOE.j - s.asN• TIN l0.06' ISOMETRIC VIEW DETAIL A ROUNDED CORNER • ENDS OF PANEL'S END UP W/ HEMMED EDGE (N.T.S) I O ti A �3• WON.--H Q7 3'x3N axJ ALUM. ANGLE R 2s� r, P 2.0110• .,5D --( L-2.-i 4O J. TRACK -DOW ctyp.) --..750•-- O STOP BAR II' LONG 6O63-T5 Alum. ALLOY -i O2 REVERSED W TRACK -.750• - f- h Q 3.750' O 1 , PWIER e0e1-TB Aken. ALLOY • D.C. EADED GO i Mo I GTH BELOW) E BELOW) J N.S. w/ NO CODE 2.D00' -_ 4'Lt ■W(�J 1eALUM. ANGLE 2-. FLORIDA BUILDING CODE INSTALLATION DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -114' TAPCON ANCHORS ._ LI' TAPOON ANCHOR 1/4• TAPOON AN04M _ems' ORS TAPCON ANCH w B' D.C. • e• OX. 7 9. D.C. j • C D.C. POURED v POURED CONCRETE.. POURED COMGE>)ti ; Pouem CokwOmETLI Oil CONCRETE OR CONCREBLOC PED ftvunD eLOCK rzLOM 1 " BLOCK RE011Nm ,I BLOCi RE01ARm ! .I \ Nm4 IN•. FED• LEA.• \ E0� i � • am HOW p i-'�'.COQO{i NIA i 1 �� i i Eli. fOMPOI O ' O ' ^ seAsulc pr -i It EX6TPiiJ I EK18+>Nii.l ' I EASDyCeJ It 1 CLASSit 1 : 1..- ' - T + p ti, r `- /•fi-�a1 �� / r � r In•i-o,- � 1 We( • xft-w, , ysr wl6 lur • f- f G ED.E.D. E.O.• ED.• ! T :1/2• 1 4'.-20d/4'S.A M.S. W/ 't/2' - 1 t/4-•-2A3�4Y.5 N.S. W/ T- :._T/0•al/3x' KNIO IKIT WASTER .-7/B h3/32 NNc Our wA&1F.le , • 12 1/2' O.C. (BEYOND) 'M' �7/B•P . 3/32• wm NUT -lam 7 Y . 3/32' WW f C&N. YNSNER all 12 1/2• D.C. i CSiN. WASHER (BIMD) ���_� �//4 SAPCON ANCHORS 1 4 TAPCOH ANCHORS .._..1/� 1 1' TAPCON 4 1/r O.C. -- (STAOCM W/ BRA) (STAOKM w/ STUD) N 4 I/Y O.C. POURED CONCRETE ?"vo CONCRETE _--foulaw '...._.. eounm CONCRETE OIIRR CCU ETE BLOCK --- R CONCRETE BLOCK �CONGETC HACK CONCRETE BLOCK _I WALL MOUNTING a ��LCOU&L N E L •LIFE ANEL • R PANEL • LIFE SAFETY ANFL SCALE 3/6'-1" SALE 3/6•-1' SCALE 3/8'.1' SCALE KE w OHM, IN Is W ED FOR ANCHORS "PE ! BPACEC roll INs*ANA1aNs .Nw WooD A TIL(/T 1M0°' rr AtOq WMYM Oa A TNAE BINIWN0. MDO M ANCHOR SPACINGS AM HMMaY EDGE BOUNCE ARE DOOMED ON T16 j� pEN 'smmu2 AF NMAM..w •�+ 9,.) 5 Fw EA 12M TWA sDewRO ON MMANYI OWIP•W WWATN 3 J FLORIDA BUILDING CODE h VelocityNun so=" REDUCE AIXM= SMCW N MLAtwLRNO aPRCtl10 WORK OR soma _ Nri-, -2= INTIMWCTO GA4i DALVAWZED STEEL STORY PAitL - R,NEB N THE FOUDMa FW M. FOR THIf OPOWCN ,0 SE F'OM LL REDUCEDVM W OBUMB UBNO FACTOR SMALL NOT U3911AN MRSIN BROAD IDCARD=,'AMC. TOR EACH ANCHOR TYPE ON INS SC JXU NyM•�.M GLOBAL PROTECTION wvT.sT I.I.C. _I r - tm w . `•\ ri: .::'i KA 4He •. WW.ioa M1 xnr rN101c nM.-OWIL) w s.M..ti- 114-,0 A L6 1 /A- . THRE/ AT WOW III REGLI PANEL SCALE 3/e BIM 1. INSTALLATIONS ARE ONLY VALID FOR BLILMM WITH ASD. DESIGN LOWS UP TO .55.5. -72.0 PSF AND PANELS LENGTH LP TO W-6". 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO WE SOUTHERN PINE NO. 2. w/ SPECIFO DENSITY OF 0.55 OR EITUAL W6'oxc THREOM r WOOD 2 WOW HEADER REOUREO COAT. � 'W` fFaMwlol, ow 110011M OOSMA ON slew M•.. BELM �� i 1' Ma. PANEL LENGTH .0 20s1• (SEE NOTE I BELOW) SS. M.S - WW�AG NUT3/32• f � 2•.4' WOW PjAIE �i _. 17/60 . 3/32" WING NKRT REOIRRED `r-- I� - WISER a (BEYOND) 11-10 PAELHATE pws • O.C. w i 7%6• -- -( AT LIOMM Of PLATE �`AAM T ull• LIFE SAFETY PANEL 3: CEN$E✓ SCALE 3/8"-'• FLORIDA BUILDING CODE (Minh V 3'f24 (six Tort 2 *We) SALS 1 •/24 4'/24 4 W/ OR W/0 (SSf2 wE 2 SELO+) 3• MM, 2'/24 1'/24 ► 4 S (B[F TIN[ 3 oOW) 0 SA �, C® AICIIDft SEE L- DIINCRCTE AlCass r M.. • EwI 1 Wri. k am sgcn O ON O E'N b : YrWt ,O 2 =' - (9iE SC EMAE ON SLEET M) ,• LIn. ,. MM .,• sxs t/r �' �r 1/r-. W 0<� WC ftM3J r (a1EN IN N013.) MOAN A,AIy (WWIa1 AMIN TFNML) 7 ae i t• .-T � ��' - - .t-�.r.Tr '- sO z •L• am TAR A 3.. MIOW I ; (Oa OR! 2.) _ a"" `^-'+ R ( (NDEWNN tRnER1011 NMI&) (EWD PANEL) : >W NOW 2. 3 •MOON NOTE . 3� 4 4 I ME NOR t •BELOW 1 1 e 1• 1 1 i • . • • 4y __-�/ I I 111_ SOL T�Epp - - wXv 1 RR 4 44J"! !J H��! mum J1 1T . PMRUA7E (w) SEE NOR a eE1DW ��.% I �pp,OR J 3. � � FOIL LWNMER ANCORS: SEE -�-_12._� J (,�LTUNMTE LO�171DN TEAM, ,/: T ,/E• AT [W PLAEE=1 T 1• W,. 1A9ECINMS pl N�WET » AO�yNEMp RlIFIO011 PANELS OR W/ OR w • LABT PANEL 70 M IWALUM a MACH tf • IAS'T PLWElT TO BE INSTATED AT EACH `T ® � • (D OPE,NNG ALWAYS M PROIIOm W/ OPf1wMG ALWAYS SE PROVOED W TYPICAL ELEVATION FOR 3 ,OAR HANDS to fACUMR TYPICAL ELEVATION FOR SIE TES IOOO "F"" N1M0� 70 FAwrtA1E IaTALLA1,o� AJlJ9 NST PNOi sRFxTMURMlEo ENOM _ F WIELDED 70 SE I STALLED FROM E-Z HANG STORM CU SYSTEM INor of STNx%ws_ �PPANEL lOWE . , r1/.• Yo. W may ,/•- an. IMP Ile Ma OM V=• ,lu GAp�•� 7 \ 7NWI\- lt \ - l;� SA-AA-A'E 7 I�1 ECTION�eNo PMmj'N" SWt3/A•AP am: (1). DEFINITION OF SEAMS IDOD: E - Z NNW. STORM PANEL SYSTEM CONSWINO OF PANEL TRACKS AT TOP Al PRELATE PLUS OR IS' LONG (1). DEFINITION OF SERIES 2000: E - 2 ,ANC STORM PANEL SYSTEM CONSISTING OF PANEL t (P BOTTOM W/ PMEILATES. CAM. TRACKS TOP R BOTTOM. (2). END PANELS SALL ALWAYS BE CONNECTED M DSq1 YWl BY MEANS O (2). j,[D PANELS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A SHOP BAR PA/EJJMTES OR IF USED r w/ 15' I.ONC PACK AT EMiRO1. ENO PANELS (Pj SHALL BE PROVIDED AT TOP OF SUCH PANELS. SWILL RE CONLEC,ED TO �M/ 1/4Y-20N3 ,jr w! 7/q'}a3 32• WNG NlR OR 1/4•A `321W Mfn. M MO TAPPED (J( AS W. IF ENp PANELS ARE CONNECTED 70 BOTTOM TAACK, CONNECTION SHALL CONSIST OF DESCRIBED ON NOTE MS. W,, 7/eYK.T 32• WOO NUT OR 1/.A'11 4• IEIT THUMBSCREW TWO (3). FOR CASES WHEN END PANELS ARE USE JCNfIY w 15• LONG ( AT INTO TOPED BOTANY AMLOCPANE Di fASTOERS WY B AT EITHER O TWO 1TTOM1 BUT DO PANELS ARE NOT COR/ECTN TO /BOTEOY TRACK 7F S OF STOP BATE EXTERIOR FLAT FLANGES OF END PANEL. Mom BE PROVOED AT TOP OF SUCH PANELS. PAN (4). N CASE THAT ENO PANELS ARE HOT CONNECTED 7O BOTTOM ,RACK (T.•. A STOP BAR (4). FOR N15TALLATIDNS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY ONLY USED AT TOP AT LEAST TWO PME1.5 SILL BE CONNECTED TO BOTTOM TRACK IDLINTE'D TO OOSTt/o SLL MALL BT�MFANS H7F PAIELLAAAff,S, O/E NIERNOR PANEL USING SPECS INDICT ON NOTE (3) ABOVE N SUCH CASE. CON ECTON OF PANELS MAY BE USED JOINTLY W/ TRACK Q) ACT 80Ti0Y TRACK TO WALL TO BOTTOM ,RACK Wr OCCUR AT ANY PANEL IAC1T0N1. W/ TWO PANELAATES FOLLOWING SPACING SOWN ON ELEVATION AND W/ 3 1/2 (5). SEE SECTION 1'. 3- W 4. ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. INN. EG)E 06'TA M FOR THS -w. PANEL USER r W/ DOES IILIIIIaNu._ NOT MEEK 10 BE CO/ECTED TD Br ANY IIEAIS. 7RAp((��TL5IMLL INSTALLED THMADJACENT LEFT &R6NT SEE OF INTERIOR PANEL) HAVE rrt.jN/ THOR 01ARAA S RETAINEIT EA.. D BY �. • ' - � J,CEN$ FLORIDA BUILDING CODE (Nigh VolocIfy NurrIcom Zone N0. 4 167 WORN Tax= M 20 GAGE GALVANIZED STEEL STORM PANEL rP. • � owN In. * N/sI/Aeto sTa of 1 L E C O IYe.GLOBAL PROTECTION PRODUCTS, UJ:. 4R A AND sww sR61331 'C�' F y .••' `'� i L r Aw. wl11.••01A M1 >ow NONE (W)7rACCI4)M►-0A7 20-176 S"• • • • •r.: hwH sn-INN . a OIW W+-,q1 mMA NM11a 0Wt1ER A X„ Pt IIm O M M INSTALLATION _- DETAILS INTO EXISTING 1 4• TAPCON ANCHORS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1J4• TAPCON MOONS ' • 9' D.C. �.. + POLIIwD OONCRE1.TE POWm C011Ce.TE _, On � _ \ oft cow BLOCK REOUIRED 2 REOLNL .I [.De EA- ! I M+ N ma ; -© IAa iKr A °"" r e. � al H M slWmulQ 1 •m la � ' It 1 ' �� E,Os,RJE.; GLASS '-__- _ice fl 6' i Z I rA _ 7 w• { EA! ; i 1 j '_-- 0t4-to•P PLUS W/ i `0,l43,Z wNliPANEUMfE NUT WASHER 1..-. CONCRETE 00 BLOCK REQUIRED WALL MOUNTING INWALLATION SECTION SA • REGULAR PANEL SCALE 3/r-l' fR IwET ,9 R 20 PoII NICMRS ,YPE • �� M 1/4L I/r. RAME PoR NfTM1A,ld6 RAID B00D FlVli WUADMO. LINAN AxHO11 YMY06 ATA IWNNM M Oi AK LHINA ON 7M6 MA ANWa IANM 0+) 3 3 •A0 s 0•N•Y 1►J 3 3 S FO* SCHEXRE TOR ED. LEWISM ,IPA TING IN ON 9C�1AE HALIDE ANCHOR 1PNYSC N MLtTn»e sTWera NaWN F0 SCHEDULE Of OPERATOR BE OSINSLL FOR TM9 RE 7O M INSM 4 NaAOu o.Iwr Y ON ] J ,p AaME n K BLBE� /A610M - VIC114H KA SHALL K LA S TWA MP USIA PRCDN DICA NOT FO LASS 7IAN MIIMAN SNYJN 1NOALTm HaR EACH ANCHOR TYPE Ox 1HM 9CREIAE . Y-_1m.-- _. -. - _ 3.' q IAw r , 1 "-a PANFLMTE PLUS w/ -'-- (KYI, )3/3r WINNUT T WASHER vauREn CONCRETE OR CONCRETE BLOCK REOLWU NSTALLATM • LIFIE SAFM PANEL SALE 3/6•-t" ILLLDNEO CEfiFAN. NUFFF• yALID E-7 EYING STORM PANQ SYSTev I. E-Z HANG STORM PANEL SAWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE N &1) WOMUM 04MMINT OF TAPCON ANCHORS AND PANELMATE FEMALE ID At PAWUJAYE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA &RLDNO CODE. BLOCK SWWLL EE 1 1/4•. DESIGN WIND LOADS SN4L BE DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, &2) MP MM EMBEDMENT O 1/00 X 7/B' CALX- 4 ANCHORS SHALL BE IS 7/6' INTO CONCRETE. FOR AMID SPEED AS REQUIRED BY THE JtN6OCTENI WHERE THESE SURERS IRLL BE ISTALLED AND A PRESSURE KCATIED .USSR• A3CE 7-18 AND SHALL NOT EXCEED THE MAXIMUM (A5.0.) NO EMBEDMENT INTO ANY iN6M MATERIAL SMALL BE PITIMTTED. l/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG D OUGH(SHOULD ANY FINISH MATERIAL EXIST) TO DESFOR A INGS I DESIGN PRESSURE RATINGS RDO111ED ON SHEETS 23 ! 26. ENGAGE 3/4' INTO ANTGHO6. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WOO LOADS DETERMINEO PER ASCE 7-16 SMALL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 9.3) IN CASE THAT PRECAST STORE, OR PRECAST CONCRETE PANELS BE FOUND ON THE DMaM WALL, TO COMPARE THESE W/ MAX. (A.S.0) DESIGN PRESSURE RATINGS I COATED ON SHEETS 23 & 26. ANCHORS BALL BE LONG OKOUGH TO REACH THE WIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED N &1) AND N B.2). IN OLDER TV THAT COMPONENTS AND ANCHORS ON ANSI P.EO. AS TESTED WERE NOT OVER 51RESSED, R INCREASE N ALLOWABLE MESS S FOR WIND tDA05 WAS BQL USED N THEIR ANALr415. FASTENERSS SPACING TO w000 HAS 8mEt7N DETERMINED N ACCORDANCE WITH N.D.S. 2015. (C) A/M.N� L BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCNOWS PANEL'S STORM PAS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEER VERIFIED IN ACCORDANCE NTH SECTION 1626 OF THE ABOVE MONITORED CODE AS PER FORMTRATgNN TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, it IT SHALL BE 1NE NESPORREUIT' Oi TIE CONTACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AID TAS-203. IS TO BE ATTAGED TO NSINE PROPER ANCHORA)E. TN6 SHUTTER SIML ONLY BE ATTACHED TO CONCRETE, BLDCX x. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCRSIJG THE OPENING FROM THE OR W000 FRAME . INSIDE W/O THE USE OF A UDDER OR LIT. THIS A TLCATON IS VALO WHEN NNVALATON 6 INTENDED TO BE PERFORMED 12. THE RGTAAATAN CONTRACTOR 15 TO SEAL/CAULK ALL SHORTER COMPONENT EDGES N 1CI ROMAN N CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE MMDING TO PREVENT MW/RAN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 7D00 MIS11TN6 DOUBLE APPLICABLE 10 SINGLE AND HUNG STYLE WIDOWS WHEN INSTALLATION is REOURED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE IN 13. STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS NDMATED N ANY N THIS DRAWING PLUS AW.UL AND ZONING 4. SERIES 20DO INSTALLATION IS APPLICABLE TO SNOLE AND DOUBLE H NG AND HORIZONTAL SLIDERS STYLE WIDOWS WHEN REGULATORS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. OW&LATION 6 REQUIRED I. BE PERFORMED FROM THE I SOE OF STRICTURE. 14, AT W WW40M AND DOORS, INC. E - Z HALM STORM PANEL SYSRM"• IS Flow POOBI& 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (s) THIS PRODUCT EVALUATION DOCUMENF (P.E.D.) PREPARED BY T/eg CNGNEER 6 KENEpIC AND DOES NQT PINOYIDE INFORMATION FOR A SPECIFIC 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY, SITE CTi i.a WHERE THE SIRE CONORONS DEVOTE FROM THE P.E.D. (W) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND RETALIATION 1fKCUDNO LRE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL NAVE STRUCTURAL OUALTY STM_ AMM A-653 GRADE 50 Min., G&VANZED STEEL THUS PRODUCT BASED ON THIS P.ED. PROVIDED HE/SHE DOES NOT D6VATE FROM THE CONOYONS DETARED ON DESIGNATION W/Fy- 5e.5 AN (AFTER ROLLED), THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 6 THE CONTRACTORS RESPONSIBILITY. B. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ON" IF MODIFIED. 50015 W/ 50 M0i YIELD STRENGTH AND 20 km TENSILE MOWN & SHALL COMPLY W/ FLORIDA BUM DIM. COOL SECTION 2411.3.3.4. (0) SITE SC PROJECTS SHALL RE PREPARED BY A FLOWED REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ALSI 704 SERIES STAINLESS STEEL WRWH >6 MINIMUM VELD STRENGTH. BECOMEE THE1THE ENGINEER OF RECORD E.O.R.) FOR THE PTIOJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ,0. ANCHORS TO WALL SHALL BE AS fOLLOMS: USE OF THE TO 7 1, LA SITE SPEC1. DRAWINGS FOR 01 ENGINEER OF ACTING AS A EGAINTEO ENGINEER M THE P.E.O. ENGNEETL, SHALL W To ODc_T.x: pOUPFe AMr (.) THE P.E.O. SALT BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER O - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY LTW. BUIDEX, NC. (MITI. Me-3192 p.,t.) RECORD THAT PREPARED B. ANCHORS, N MATE PUS A H DEWAS INC. (MIN. FO-3000 0�0-i.) - ,/4' • X 7/11• CALK -IN FEMALE - 114-10 PANNELATE FNDALLE ro W PAIELWTE PLUS ANCHORS, AS MANUFACTIIRED BY ELCO COISTRLxIDN PRODLKTS. 16. STORM PANEL WIAIFACTURER'S LABEL SNAU BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL N (Fc-33SD p.s.L) ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BAR I INK CODE- ONE LABEL SHAUL BE PLACED FOR EVERY OPENING. UNELNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BLILDNG CODE. At) MA" EMBEDMENT OF TAPOON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4- AND 2- FOR PANELAATE FEMALE 0 & PAN LIA01E PLUS. A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/e' CALK -IN ANCHORS SHALL BE IS 7/6' IRO CONCRETE. NO EMBEDMENT INTO ANY FINISH ATERAIL SHALL BE PERW"ED. 1/4. 0-20 SS SOEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOUID ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4• Ni0 ANCHORS, N A3) N C/LSE THAT PRECAST SHOE, PRECAST CONCRETE PAWLS. OR PAVERS RE FOUND ON THE EXISTING AWL. OR � T •VCEN •-'•'•.� FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL `�:' BE AS MENTINED IN At) AND N A2). <• (9) TO EXISTING CONCRETE FILMY WALL,No. 44167 g - 1/4' • TAPCON ANCHORS AS MANUFACTURED 8Y I.T,W, 8lIL0IX. INC. FLORIDA IUILLDING CODE h Velocity mu - 1/4' 0 X 7/8' CALK -IN ANC ORS, AS MANUFACTURED BY DE'RALT INC. (f m-1500 P•&i J - 114-10 PANFLMATE FEMALE ID AND PANELWTE PLUS ANCHORS. AS MU UFACTURED BY DM CONSTRUCTION amMW TAtMxL At TD CARE GALVAiLZEI STEEL STORY PAWL PRODUCES (CYI-2071 p.s.L) am c•a INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM PANEL(1)INTO POURED CONCRETE OR CONCRETE BLOCK ow ow 20 4WKRW rNeM �,1 �wlLjne wOSINN KWZ WNea,[ 5 Ell 14, 1 I I � I 1 i w Nw a I jL>a srHmlAE j a uMTo QLAIL��IM�,'ym ; �••P-2 , •' li I I I ■■■ N / I I ! .PA® , 8 ,Kum E / 1 ock�� • I/ 001IOMR 1 MIAWN tHPf0u3/.' YS a , mm I +NH•A-iWP So SO V I - WALL AND 0IRECT hoWNG IM4T. WALL MOUNTIIID I� SECU4M 3 SECTION 1r O SCALE 3/e.1• SCALE 3/B-Io'•3/},. 8 +. �iD�v W sP/mp�r�caMMQa NNURNaa�sLFa Y (w FRflpy (i w?L_-�PEL'n011 1 tMON (2] OR �'- ® o�m wAYrSwAMKa DETAIL i. L3. - mN ca Nor SALE• i/r - r yIjj ,N35) API w• d • AA•• fP law- I OYL HNIApgNj w ETC 30 f PTA N N CIS U d) O C c0 -0 � 0 C) 0 0 N O LL- .N E L Q� O L Q i cu 110- ''�^^ vJ a- Q N Q AO n rD C7 IUD y / C 6 I r rJ Q L JJ O O U co 0_ U O N W LLI = Q Z Z Q J d SHEET NO. SH 1.2. _EI. _ 11. I ! II,I L. I� I L E L__A-. I -. p I�MM710MPUY LSD. Yev. � MMINN•. APPSLECCATBOLNES M7111C (p+•M•7 ,;;,, OPMAOfI1DM1 +66.0. -75.3 7Q' 011 LFA 2 9/16' BOLTED • V. 2'. Y, ,1/, 2-0 • rY +66.0. -75.3 70. OR LESS 2 7/0• 90LTFD • - • 11♦ pR1AD W/ A{rA • A.l M,X. • 1tPtW1 Al pYF,AAP a 4oN Gr PAIel. LENGTH INEASIUED Of PAEL- ,.,.,-,otl.a.;,.W�,;..-�;,I", mi:��i,MLVW;!..Wzt� = MAORAA A.S.O. DESIGN MAX•AN ANCKM S►ADC roll E 0. - 3 1/2• - APPUCAMU TO MA. COMBINATIONMMOAA OF OFTHU DPANEL Lam 1' (A) PRESSURE RATING TrPO" CALK-rl 1 PALMATE POW" CI PYICM7E P,y3 fi CONOEt[ CONCRETE -SMxf.BEGES, TO mcnmTo CONCR CONCRETE TO commit 12• N/A 12' N/A 12• N/A 12' N/A V • 2' (TOP) t1` 3'R 10• J' Y 4• 5' 4' 1 (BOTTOM) 12' 3• 12• 5` e• 8• e• B' 1' BOTTOM) 1 ++ 66.0, -753 N/A N/A N/A N/A N/A N/A 12 1/2• 11' 2' (BOTTOM) 70' OR LESS r N/A 6 1/2' N/A 4 1/2• N/A ♦ 1/2' NIA 3' (TOP) 12' N/A 12' N/A 9 1/2' N/A 9 1/2- N/A 3' (BOTTOM) 12• N/A 12' N/A /2' N/A 12• N/A 4' (TOP) fY 6• 12• 9 1/2' 12' 11' 12' tt' 4' (BDTE011) r UMITED TO 66.0 "J, A.S.D. DESIGN PRESSURE RATING. Am INTUIT b FOR ANCHORS TYPE • SMCPIO Ia INSTAW01IX0 INTO wOm M NSU N ANCHOR VACRM AND WOAM OW OWMCE ARE MCCM ON THIS SCHEDULE. FOR E.D. LESS THAN IDEATED ON SOEOIRE REDUCE ANCH011 SPACM by MAIPLTNG MAGIC SM " ON SCHEDULE N THE FOLLOWS FACTORS. POTS IRE OFONEI01/ TOt PO6lNL REDUCED ffiICJNW OBTAINEDIISrC FACTOR SMAIA NOT K LETS rWX IE1YM SPAOM POCOM FOR EACH MOM TYPE AT ANCHORS; LOKNM T 4m nNR11w[ R• t�1IeE cNA-M W $M= WAONR 00 3 2 tryob rrwTAla obbobe. SAJ iM 3 ]3 1/2 4 MK ra BBEE wow 14b11R 1 t/r 36 - - 2, - - SI rUDR - IDD A 3 , ,VIM m 1 1 + REQUIRES Nov, =mom BETWEEN BOTTOM O PANEL I ALD ®ro BE ,h'• I I Fl` f•+ REQUIRES M- DISTANCE BETWEEN WITOY O PA EL I Mm. Hurricane COMPONENTS FOR REGULAR, LIFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SLUE 1/2-17 ---15.125• (FOLK 111DIM -- - ---- - - _ __ �`-_ .---- -2tDY - - - _-12.500• (EFFEcTw NWH)-__._ . _ _ - __. -- :-.tOJ j V4 �-2EPA l --- ,!-------a 1/4• (TYP.)-._yi ("`: r .374�, .TTs'. .I .7s0•T^SS.•RRt6R'D/4• -_. OM �-._T3N30•.... _ I.350•._ . "' ram. Ti30' 00• Lair-1. j ,` all • 12 t/2• o.C. 10' {THY R RVf "ea) ` i /A Ct T 0.024• YN. T/fgl J LS O : `� am aA I - MIAE A Q-O CAV. K ----ocrAa� E� / - I. 3so 1QSTORM FAM MS SMALL K MMLEO Awn FROM LED 70 =in W/ t/r LEO C DO AT LEFT WE O PANEL --..2.SOY._-_.--�.: 3.7 O wHr HEADER + r" 3.373' 1.671• �4 1.I5�o• i I OB4• (7YP.) .375 ---2.000'--I -i -2.3117 (2 MHM HEADER Typ (3 •F",� (4 ANGLE WITN STUD O 'NMLW" 0.024- (UAL) I GALVANIZED SUER 3�5 :--L� PURL • 1-Lr R " 40425 0-3 0.2509 40Y ,_ _ I_- -, Pez7ao• 1 I31'T .957� U _.T '�(��J�(''`L1��\RJ-270•'-PNEL 1 :1 I - 46n API' I .._S./4. -:• 1 L_._.. aT5'. • .125' .375 r T'MMU EDGE Ol ( KEY HOLE WASHER _- 3105-H754 ALUM. ALLOY © KEY HOLE AT PANEL-.150':.- 1 .SEE SHEET 6 FOR ADORIOIAL .613, U1ITAMG IF SLEEK LOGIN K 1 r. _ _ 125' L._. ONLY VAD Pon VWNAA AM MO I 375• Q uA� N 1 I- (TYPO .......-_ WOOD STRUCTURES. GTH r 2.000'---'I 2.000' ! 3.750' . ( I 125• 2.000 R Ila6Y 1.17 ,.050 L 6�0_ - J) B U HEADER-------r MN. ro s• w,.- --- 1- r 2.000'-- -I AL ® LEHM • Y (@ � _ ppl fto MJ' TRACK Q P1YC1 YAYESCO .374' ----- 3.000' EAGSI-11 ALLOY --- -- + 2501 Z.00D• t.prpp +ASL t23' S.Fboo; L ® -L_®L ___. --- 2oLIO•-- - cr'A' LLL SEE SECTIONS, ---,ow - •- .25°' 2a UN. © @,uILD-OUT IF' (4 BUILD -OUT MFw TRACK 15 ! ® WASHERED WINGNUT TRACK ANGLE (ZAMAC 3 ALLOY) DUSTING I CONCRETE E plNu Y END tP '� w/ NDMED EDGE I ,631• t0.05• ww. `_6:=- -'' ISOMETRIC VIEW DETAIL A ROUNDED CORNER • COS OF PANEL'S �2.37a'---- END UP W( HEMMED EDGE. (N.T.S) I c091' 067• (P,� 750 ( J.JL_ D - 2.1' Ipf��p-�� --I .750' -- O91• a_T 1/4' - TUN%. T I ITN-2a1'. . WMf0 I u�au�o,Q •) •L• Mee 1 _ _ .. 4 PANEL LENGTH SEE SCHEDULE T' " � 1 ON SHEET 3) 1 1 I SOIL OF 1 I MAX a _ ��N(��1AI O 12 1/2' OC. I ___-__... _ I- _.- ._I OF WALL SLAB CONCRETE ANCHORS \\\ (SEE SCIEGULL W ,Ep. ------ SHEETS 9 THROUGH to) SCALE 3/a-1' ALTERNATE CONCRETE ANCHORS LOCATION (SEE SOMICU E ON EXISTING POURED CWCKff- SHEETS 9 THROUGH to) OR CONCRETE BLOCK REWIRED. .,L-." I-LTENA:TE LEG R A: T1 (1 114 - WIDE) CEN (USE ONLY FOR E-Z HAG STORM PANEL J AS4C''•., SYSTEM) 6063-T6 ALAS, ALLOY D. 44167 : £ FLORIDA BUILDING CODE (Non 10ah Wtoc(tx Hurrkons Zom) -r - . V_ (S (EH--, , a1,• NO WIRLIDI NOP ( r`�� sLLOO Ta SCROD a CONCRETE ANCHORS __« _. �i' a o.0 Mi W/ MAAr (SEE SCHEDULE ON I,? _- - ----I SHEETS 9 THROUGH 101 I- I V...-mn• 4Ds EA. i p�jy, j -' /� S Th' 0.4 E.D. - EDGE DISTANCE NQ7E FOR C 06NNATION OF SEE•p^•,c: (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 al 10) COMBINED INANY WAY TO SUIT ANY A INSTALLATION. 9i(SEHro G I - ss.3r r SEE SCHEDULE _ SHEET 3L♦ I_MM - 'WYPANEL l7NCrH C SCHEDULE _�I -O94M 3) T 5611 OF Y• L_� Ilr I Y Sat' E ANCHORS _ 1/9 .._ W • s MEAD �OL1!Y DUTlMO1GH 10) F A r • 1. 1 . * * `*_ .' STATE o yi 7.r .'r[ORID DUSTING POURED OR CONCRETE BLOCK-_ REQUIRED. //j CONCRETE ANCHORS '��' (SEE 9CHEOULE ON WHEELS 9 ,HUIOLIGIH , /, MAIL SEPARATION TO CLASS. (SEE 5CED" ON SHEET 3) _VA_ O _T. _ __.I IV Mo. PANEL LENGTH /�� (SCE SCHEDULE FOR SPAM . SCHEDULE y.•.-tar ON MEETS i. WWLA 9 • 10 SPACER A A. Fps P L N raa � 1 • I 1 ED. SPACER . . I I Sox OF't /, I I M. A% CONCRETE ANCHORS (SEE SOCOULE ON _ _ SHEER • THROUGH 10) 1 - - � .-__A- __. __I .-H q 12 1/W' LONG MINX. AIJA61AlW BUJ SPACERS IS ' MC. VALID FOR DUSTING C L6p1r0 �1ENGT PEA SHrEI 3.ANDOR PANEL CONCRETEPOURED _: RL7]UIRED. i• MX. LONG ALUMINUM SPACERS E 12 t/2' O.C. (SEE TABLE %1 ON SHEERS 9 • to.) SCALE 3/6-1• Nr0M0 WL,mO. Scr 24 GAGE GALVANIZED STEEL STORM PAIEI.omw CA 'n: PROTECTION PROOUCTSA �' "� L E C O LNG.GLOBAL m a*, III wow �• n 304 P.D.L.PMAb- . PAL'(4N)11i7)7 - w _ �. - MM.. R, r Ja wN•tl A.AtR a eM I --- O-� N Nbx _ 20-175 WRWWa NP INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL C1� INTO EXISTING WOOD STRUCTURES 1/4'. LAO SCREWS • 6' ox W/ 1/2' ,41n. THREADED PE WMYMr 11 -- ,//Y LAC SCNQIS • e' oc W/ TO !EXISTING WOOD MEADER. Ir' ( E 1/4'0 LAC own • w Q.G. W/ 1/2' MV. TlMAON PENETRAndI i I MT OR ON EDGE 1 112' W. THREADED PEtE SID)N 70 F -im wow LEADER. TO FXTPC WOOD LENDER. i 4 Ce.,l. I,Nt' SA.x t / �, G -. a EA ONE OF ® '\ ( r / / , w`�.� b Ca„ l , l' _ 7/!Y ANHL 'i • FA uO a A 5 I\ MA ` ,2 O"c. t j Y 4 Iknl �. , .•A LAC THINAI • 3' OC. w/ jJ()f��(� ,/i: 7 , /, qt• sAL4. /a•P-20.3 A• ntltE3 ,/Y IAn tLMEAOED PEME1R4TgN / / . • - END OF 1 j :, (5R ORAL '/t4 • ,, i 1• __. . f Ws.*/ Tn•P.3/32• ro ESmPIG WOOD HEADER. `� j a) // EA " II NOTE IA BELOO ) OF EVERY 6) (I7a) (SEE DETAIL 7/24 t '.- le tNDRv,i POjyQ 4 C.A. sus LI __1 -ReFO, Oo.w-�'yy i `\, s 0 Ek , i I,K (ry,) �) . FA END �' Fi ,/ / 1. ,•- I * 7 ate ; 5 �R I 1 (SEE DRAM 1/2• 4, I 1 NOTE ,A BCTAw) __i MOO IIEADFA AEOUWFD ± 1 �y SEPIIMTCM J4'.-30e.1/4' M. 9CRd / t WSEPARATION 1 14Y-2QW4' 6 10 C ASL 7/'tiapY y 7 h7 32 _ TO CLAW I � W/7/8A•3/3Y ! i WHO MAY • N t� � • 1 I VAC NUT • EVERY avow .. ` 2 7/Y AS,. II EVERY OVERLAP WLi WiA T k I �[ v- - j )1//�4'FI..-332��03/1' •- TO CLASS I 1/4S'►.O-1E22wW�/4• 5 -- � 2A I i6' tln. I rPN' N,Uf , 7/6'V 11 T ON • • 1 1j I � !A I TO GLASS. I EVERY OVERLAP y al .. EVERY OVERLAP be -, t ff] 1 HIg H ri r I r j Q�� w rL !I 3 COTE ' - ,'I I -1 uJ P 1/�32'1L4. I H ! l L 3 I I 14'� " « 1/4Y_ 4• MI6 N! , 4'P PArEaIMTE PEAwt n L I --1=._ ... - B 1 2 7PA•mW1F I - - -- f�i I -1 y.'.-M,r3/.- US. 7 1 4 P-�4'NNOfER IA '" f Spa, I IRLDA7POETINtk1M 12 ,/2' O.G - , L NUT dL 1{4 WING I ✓` ,/4'r MALL SCREWS • a' O.0 r U YN• PIMI i 'A I1 ,�y� w� TAIYBSOEW 1 1 2: MNn. TMRFAIDED POKE"I N • WINO RATE REWNED t �SNVf 4 t + a\ I'. flTll O PLATE AT SDb` S 2000 OR MT OR GN (DQI \ , O- 4' '!�'i... \ l ALOE to AN4,11 , PLUS be NOTE IA snow) ' b 1'r-Ta]/4' N.x w! 7!1'W/37' ^4 �4-ia 7 'DDOOC POESRATKIN a 17 • / ,; \ \, 1 EtlI. NUT • ,/••� l/a SCREWS • r OC. M/ /.'P A.Y. 5[RWS • a' oC. W/ r C. MA. (2) 2'N• ,-0. 1 1/t' Nb. TREADED P[M[IMTO1 W,, (2) 2• _ , ,h• IRn THREADED PETHCTRATpN u� n� F.� OU w000 7E REOUPEO • WWORI OFPLATE RA DOR ON 0 ALTERMTI V G ZO SP Yh. PN 2•a1• r00D SCALE 1/1'-M1• PLATE Ra1R M ryAT F,•Ar bN LODE ALTERNATIVE 1'1W _ SCALE 1/4'.1' Emus ALTERNATIVE 40-W ,nom . OMALLATION5 ARE ONLY VAIN FOR BULDIIGS WON A.S.D. DESIGN LOADS A. T( TERNATIVE 311W SCALE 1/{•+1• UP ro +66.0. -75.3 PAN AND PA,EVS LENOTH UP TO F-10'. a. SVap"E`p 2. FOR rE,v r1o0o FRAME CONISTRUCION: HOOD MEUBERs ip eE SOURHLAN i1 a '`� ...... �/r 5C VE 1/4•_I• 2, w/ SPECFIO DENSITY O 0.% oR OXUK 0 P�' ...... PALE Aft," '• ✓ ��: �E&Isi%.9 - FLORIDA BUILDING CODE(Nigh V•locl HurAcam Zone). �� i f• N0.4 waxa n1E,D. Nc 20 CAGE GALVANIZED STEEL STOW PANEL SEC 4AS PA"4 A,C REOAMOas TOR O BA ® AT TOP A5 ? * ' * mAw Wn. WELL As PArLt GONLCTON TO Tlrtlt6l(��GbIrA7 Bar1OM. BASED aN Ru00 e,�,1(pI = - lELL OR 200E ANSTNLATMN twE aN S WIT IS AF'0 o �, ft Jvun �'-'•. p OF( . IL ECOING. LOBAL PROTECTION PRODUCTS, LLC, "/WE, ." �'•: .%UMW ALURNATNE TOP HEADER .MD xw. 6, sTE[T oNIE FL w,. 2D-t 76 S Rt R1RT- lM. AO. Aw s mWo.. a ANw TOP • BOTTOM mmom 6 CAN IX GaACP41E IN NTTCONDITION y AS I�p• -•F. v / m. An-?$W FAA. Oe4AM-am fe •" :DON m-Ow . ti , oW Ci-,A, i NUT" FOR om"wm or I wT M ART' ANY INSTALLATION. TGIF , 4' - t• I riretl ot1AR,W Nei / NMI/ CA-000015 +a r r Ar, r •NOT : 9LR1TET/ TRACTS NOT SFOwII Faf ClAR111' OE SEAL/waiOIIIIC/DAT eLtEll A Z4 Pt ,tl eM T M OF „ MAXIMUM PANEL LENGTH L+" OR `L-" (ft.) 0 ANXIDESI LSD. GN PRESSURE RA7W10 (p.A.f.) (+ IN -) CONCRETE • WOOD INSTALLATIONSt' L_TOO tY-0• r2'-0• 210 -0 IT'• it' -a' Jao f t'-d• to*-Y A0 to' -to" 10• 0' ADD I FO=11 9'-4• 45.0 9•-a, e•-9• Sao "-,• 8•-4• no 1•-r s•-o• Sao 1=r r-r LS0 a' -a* a-4• 70.0 7•-S• r-0' 75.0 r-r 01-00• Sao 1-1. 9•-r Sao 71-0• s'-s' 90.9 6•-91 S•-T• Sao s•-9• I.-,. loop e•-31 11 -11, 1010 a -r s•-a 110.o - 3'-r 1 ,Sa - 3'-C I 'S./ 7-- ANEL LENGTH "L-- (ft.) 0 MAXIMUM CONCRETE • WOOD OEM PRESSURE PW ALATXINS 1• L4 M t4•-4• IJ'-0• 2n% I2'-10, II•-r Ja0 FI•-S• l0'-r 35.0 Io'-to' 9'-9' 4a0 ►--a• P,-T• 410 1'-T• e•-r Sao III S'-7' SID 1'-J' T-9' eaa 1'-a' ra• Mo 7•-1• 1-1. Mo r-3• s'-rr 710 r-T• s'-6• aa0 7•-0• e•-3• #&a 7-0' 1'-J' 90.0 6'-91 6'-r 113E 6"-r 5'-10' FOLD e'-3• s'-r r0ao W-J• e'-4• Tipp- - !'-I• rls.o - .'-m 110.6 I'-S• MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL liNl IN WIG SPEED 4; 170 ..p.h WIND SPEED > 170 m4,.h (tn) U4tcsmvIED I RESMRAMEO UMRE51RAeED RESTRAINED 30 OR LESS I. 1' 6' I 6 1/4' >" 10 90 I' t' 7 1/2• 7 1/2• >90 TO I" 1' t' 7 1/2• 7 1/2- P.-a __AA -..-.- w ,a.Tgnu TOP DIRECT MOU T MEAGER U' HEADER t.i'Xl.S Sim snD AMGLE IF, v TRACKBOTTOM _. wNaE W -OU -F TRICK CL6sXEE - DIRECTS MDUNT N' 32' JY 36' S6' S0' SO• 4 131Lt.5' STW ANGLE SS' S2' ]2' 3T' 42- 3B' 3/' B 'F• TRACK 1. 32' 3T' 42' 57• BO• BO• 1 W 50' 1' 32 3r 60' a6• w 1 50- 32- 32- 3W W a6' 56• 2/4 3' MAX MOMS (SEE SCHEDULE ON 1. mvL - SHEETS S. 10 •11) -- 6 0 'T")-�-r 1/4. 3/4. 4/5, 5/5 3 5/5 1 W/6, 2W/6, 3W/7 t 4W/7 r MAX -- -' TI• IOU-• 0 r r�-�-r-r r- r-r-r lqqv_E-� II -- j° - - -- - I - _ - L,-1__ 1- .iii UNBOLTED PANELS 1 =\ - _ BOLTED PANELS r I� W/ 1N-20.1` (SSECTIONS AS , r S. M.S. BOLT w/ l7 O EA OVERLAP 1 APPLICABLE) I / (SEE SECTICN5 AS APPtICABLL) 11 1_1,1 -, t 11 i_l 1 1 fI' -� i 1 D.M., 3O. 4Q. - - - ---- - - - - - - - O O O O .1 I ®or ® /. = 2/4 1 /4. 3/4, 4/5, 5/5 t 6/5 3' MIeN. TW8 B W h4W7 /,ZW/,3/7 / ''- -- -- ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 tt 1)- __..._.". REGULAR STORM PANEL n ELEVATION I. 2667' N.T.S. ".7- w (ALL 01AIP -1 MOLE ARLEOI, 1e` MN• , ,�D SECTION A -A "�j N.T.S. 0101m. (1) L4: MA MM ALLOYME PANEL LENGTH FOR A GIVEN POSITIVE Ain DESIGN LOAD. L-; MAIL AIE ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.D. DESIGN LOAD. (2) F OctS M TO O[IEDIME MAXIMUM PANEL U mIt WEN A POSITIVE LLD. DESIGN UM EETEDISNE HAM" PVMEL U GIH %- FROM SCHEDULE WEN A NEGATIVE A.SD. DESIGN LEAD: WMM W KA AN PANEL LOOM 1-• FROM SCHEDULE FINK wmm xwwALE PMAIL LENGTH S ED" TO THE Mr " DRERAEO PIMIEL L aSow BETWEEN 1+• me t--•. (3) SEE SCHEDULE BELOW FDA IOU. PANEL UE9110114 FOR POROSITY OAUFCAMK PGTALLA1016 INTO WOOD ARE LARD TO I,05 p.aT. MAX ASn OESNGn PRESSURE RATING - 44167 ' 1 °'m01L"m' Me. 24 GAGE GALVANIZED STEEL STORM PANEL FOEM .F. * - TATTEE OF * ``_ I L E C O I N e. PROTECTKN PRODUCTS, UC " OUL..G° s�°Fn •. TI• OR RDA ; 4v4 T / .. a r a rAAN a...a a FN. O.ALL ti twsl�r -175 H! i.'s Ilia'• • 6b - . DES -- . r , T.R ap-,MO ••• •••••.• Olaf: OwArA-761e, FA/C pesAM-Wm _ _ - _ - - , MUWAf NK INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD STRUCTURESI MI _ � 111 1 I I WOOD ANCHORS I ro GLASS _ I y -� l.� SEE SCHEDULE ON I .� 1 .1pt• (SEE SCEDIE I t 4Y-ibt• 9 "'� 11 (I) i wo . 1 W SIEE'T 3) sou[�� l t) :,--- :EMI 1 _v �" _' tt ', `rR9• • t/.' O.C. _.�- 1 '. M -/ --1�-- - \... II i / I T \ ---.'I Le�rAtlmaSl r•4T / I� 1 -� \ -----'I I / ` l� , { � WOOD ANCHORS v . : _ASSISntl =1 (� SCHEDULE -.'� I .._�__....__.--._.__ REQUIRED i ( l I 1-�I=._l SEE SCHEDULE ON ON SHEET t FOR /{ - fJ. MAX SMEEi 11) I I ,yOE SPACER " '/4• ,J . 1 -' - -.._ ._._ I _T. _._. N Ip pEF(pE(r ,2 I m� 7 '� / I / AS, I �� i ` I t - C - ____ EDt ' _�. __ •, i i I I i' ! 1• MAX. LONG ALUMINUM SPACERS • 12 1/2" i' O.C. (SEE TABLE /7 ON S/IEET Tt.) YM. I i I I I: SI �S I SEE NOTE •• BELOW FOR LIMITATIONS FOR II , 1/2' IOMD SLELVE'S. 1 SEPARATION I T. MAX. 1 1 PANEL LENGTH v S II T TO GLASS. I I' (A I I EE SCHEDULE(sE[ SCHEDULE r-( ) [I,\ ON S I{ I . PANEL MATE FEMALE O OR PANEL MATE ON SHEET 3) 2-. _ ., - _. -L ON SHEET 3) Y PLUS 1 (S1 SCHEDULE ON SMEiT 1t) l L_ ,HYF-aP [ ." .- t - i I! 1 I- f7.. pmLa .W--._-._ IMIT. I -.I; •,i� ' 1 � 0o r-o7 E705TORG 1 ro 1 2•.4" WOOD --: .--.I -y.- - - 1 GLASS--- (SEE SLy 1 PLATE REOUIRED I i i W s' 3) I DIRECT MOUNT W/ SPACER � D/ 1 ALTERNATTIVE 2W -J -' ___-_ . .' ._._ 1 - 1 -�WALE I b 1 O 12 1/2. O.C. SEE TABLE /t ON SHEET it FOR MAX. PANEL LENGTHS t I I SOt G_.... /'1- E MAX. A .D DESIGN LOADS FOR 1H95 INSTALLATION. P I OF "L EO I 1 I ® MAX.I i Et 11 - ` I . .. ,,3. i j • 12 1/1. O.0 ...___ -1 , �_ r 11 ___ I I I . I - _ WOOD ANCHORS * * mL _.__ _. - _..- - - -__ J j .. / OTHI MAIM M NEW 01 t t/T• LOW 9: I- _ \ ,' (SEE SCHODULE '� I j i 1 �I SHEET 1 " (I) OSULL40M • IVIED M A am [LAM• Kv-P ww III 2a4• w000 I V `J * I i I -' MM ANY HOW One C IFp�M W1Wrr dT [MIT7[/[VAX PLATE REOU aJIMIpNRY[I j `, I, j,i �W�OOmANCf �R$ 1• AI,L iOAMipN ,0 OLAss PCMO[L 2.14• WOOD / I, 1 ON SMUT 3 IIiW' K ROum TO 1 4' AW 1 TE REWIRED GO =6. OOPC 7MIIU C M .. M OAIa MOE FOIYE • OR (SEE SCHEDULE ON I= AS TE IOMDWM �AA[ PANq WE PLAID TIML R [IMCm NWI•G At [ ,N• aF ! I SHEET I I) OOMUJm Ant (9M E A RWMCnM PROM 12 1/2• GZ SPACING ME&= ON (1) mmmm Mo OEM PKW.m ASR 4IlMM 0 4fL -46 paf. (3) MAX 24O e PMU LD WIN E LMU 10W CNN OPN•C --J '` �--� (D MANEMR s,OI•I PNC UOLTI ■ WLI 1 OMG O A NUMC CN FROM LONE PANEL LPMM MLOM ON U DIRECT MOUNT >I L �T „b • ". SOYA- T i WALL MOUNTING CO Sim FAR name m ■ ONLY �FWB (4), t/r Lai wows ml•ODa IRA *W.L E AS wwo ON ALTERNATIVE 1 W MM AN O MC WOO MAK WIYL SCALE 3/6-1• SMRET L momumm or 1 1/Y LONG Vwm M all OILY MID FO WQ and 1. 2 AND 3 AS � W AatM SCALE 3/6-1- (4) POTA{A g" "A ONLY FOOD NNW � [-1s m AR mm AID M am (TIN mnoo O THE ROFM µDM CM 2w 1. 2 • 3 RX KTY [ I E� a ' .... � �.. v}CEN4• '. FLORIDA BUILDING CODE Non High Velocity Hu one zany NOTE FOR COMBINATION OF SECTIONS: i. INSTALLATION ARE ONLY VALID FOR MAX. AS.O. a .'' No. 44167 . .m TL16O• 01c 24 CASE GALVAINREO STEEL ST(NMI PANEL F'' DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS s * : - a W. * ; * TOP ,4 BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 EXCEPT FOR PROTECTION PRODUCTS, U.C. COMBINED 1N ANY WAY TO SUIT ANY ALTERNATE 2W) ( _'�:, STATE ILIE C Q INc.GLOOK "ONTO MISTAILATION. `' '• F..ORID 1ualr 4WD xr. 51 SRET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD • •... L'L� ..A a r i WIr. rNrRL a ... �L a ^ m-,m a,-- pate ae.A�7M a w 20-175 ,S , acr . a , One (wAr-W" MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC / .,r a.,A.ltes a Ns DENSITY OF 0.55 OR EOIW.. N WKTaa Twr7 i_ pA. r- e` ;' -W I swnl 4 a fe GENERAL NOTES am, SEES r[ •y 9fV 1 Haan �Olif tR (C) 70 wOQO IMIN ORALLY C - o.- t; 1. STORM PANEL SHOWN ON THIS PROOIICT EVKW7ION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - t/4.9 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BESIDES. INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS STORM PANEL WNW. NOT BE INSTAL ED AT WON - I14-10 PAi6MATE FEMALE 10 AND PMELWTE PLUS M/C+IORS. AS MANUFACTURED BY ELCO CDNSTRUCTON PROou IS. VELOCITY MRI W-4NE ZONES (MAMI-°ACE / WWWAD COUNTIES). - 1/4OR 4 LAG SCREWS PER N.0.5. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FA BASIC WIND - 7/16'r A 5/8' WOOD BIFSHNNG. AS DES, BVTED BY ALL POINT SCREW. BOLT h SPECIALTY CO. SPEED AS REWIRED by THE JURISDICTION WHERE STORM PANEL WALL BE INSTALLED, AD FOR A MPECTIO IAUTY EMOTESE KO-0.65, U504G ASCE 7-16 AM SMALL NO EXCEED THE MAXIMUM (ALSO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C.1) MINILNHI THREADED PEMEWTM INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2• AND 2• FOR ELCO PANELMATE PLUS 3. 9 THRU 12 • 17, 14. AND PANELM9,LE FEMALE O. IN ORDER To VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LO40S DETERMINED PER ASCE 7-16 SMALL. BE FIRST REDUCED TO AS.D- DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.9 IN ORDER TO COMPARE THESE W/ MAX.. (&S.D.) C2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME Unit SHALL BE 1 1/2•. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 T/HRUU 12 • 17. 1a. PENETRATION Ono STUCCO SMALL BE CONSIDERED AS PLAIT OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON INS P.EO. AS TESTED WERE HOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS BDE USED IN THEW ANALYSIS. FASTENERS SPACING TO WOOD RAMS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL K AS INDICATED IN THIS DRAW61G ACCORDANCE WITH N.D.S. 2016. STORM PAMEL'S ADEQUACY roll APACT AWINO RESISTANCE HAS BLEW VERIFIED IN ACCORDANCE NTH SECTION 1609.1.2 OF C.4) WWAIWI PENETRATION OF WOOD BUSHING SHALL BE 5/e•. 1/4• .-20 SCREWS USE° SMALL BE 1 1/2- LONG MP'MNAR,I AND THE ABOVE MENTIONED CODE AS PER AMEThUN TEST LAB OF SOUR FLORIDA REPORTS IOa,4.01-01 AND 00219.02-09, AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. PER SSro 12-99 At ASTIR E 370-02 STANDARDS, AND AMERICAI Tt3TNC LAB SWfN FLORIDA REPORT 11t23.a1-t0 AS PER TAW-201 AND TAW-203 PROTOCOS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 19014 Of THE C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE DUSTING FLORIDA BUILDING CODE. WALL. AfNC10R5 SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN CA), C.2) 41 C.4) 2- ALL ALUMINUM E711RGJ$,DNS i0 BE 6063-11 ALLOY AND TEMPER. (UNLESS OTLERW,SE NOTED), SEE SHEET T (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. I ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL FIVE 3105-HIA ALLOY. a. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING W45TALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUAL" STEEL. ASTIR A-553 GRADE 80 MWO". G-60 GALVANIZED TWO" 5) EXCEPT THAT HEAD[RS(D &% U44L NOT BE USED - STEEL DESIGNATION W/FY- 922 tvi (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOU D14MS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEN INN A� TO MSl1RE PROPER ANCHORAGE. THIS SHUTIEA SILL ONLY K ATTACHED TO CONCRETE. 0.0CL OR WOOD :PALE omm 500,0 W/ 50 Hui YIELD STRENGTH AND 90 AAi TENSILE STRENGTH AIO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3A. 10- EACH REGULAR STORM PANEL LENGTHS ES 1w, 3W • M ON 9EG AS PER SECTIONS 1.r T. •, 5, 6 IVEL1 AYE7N NOiTRLJCTI/G DITHER OR 1)7NANT TO W RUCTM SHEETS 4, 5, 6 ! 7 RESPECTIVELY; SMALL HALVE A LEGIBLE AND READILY VISIBLE MAWARNING. 6 BOLTS TO 6E ASTIR A-307 GALVANIZED STEEL OE AIR SOs SERIES STAINLESS STEEL, WITH 36 MH MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE RONFORCE600 DURING PERIODS OF HURRICANE wARMNG. 7. AN04M TO WALL SHAH. BE AS FOLLOWS: 11, THE INSTALLATION CONTRACTOR IS TO SEAL/CAU( KL SHUTTER COMPOENT EDGES WINCH REMAIN IN OWMUOUS CONTACT WITH THE BUILDING ro PREVENT WIND/RAIN INTRUSION. (A) i0 COSTING POURED CONCRETE: - 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY H.T.W. SWLDEX. INC. (Min. FC-3192 P-I.U.) 12, STORM PANEL INSTALLATION SMALL COMPLY MTN SPECS INDICATED IN THIS DR4WRD PLUS ANY BUILDING AND ZONING REGUWIONS - 1/4' • . 7/a" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALt INC. PROVIDED BY THE ALAI SOIOTION WHERE PERMIT IS APPLIED TO. t/4'r . 3/4' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT • SPECIALTY CO. (MIT. EF-3000 p.s.L) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (PLED.) PREPARED BY IRS ENGINEER IS GENERIC AND DOTS NOT PROME INFORMATION - /14-10 PANELMATE FEMALE ID • PANELMATE PLUS ANCHOAS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROTECT: i.e.WHERE THE SIRE CONDITIONS DEVIATE FROM THE P.ED. RS, -1/4-0 ZAYAC NALUN ANCHORS. AS W)WACTURED BY DEIYALT. INC. (R) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCK#M AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT AI) MII(IMIW EMBEDMENT OFTAPCON ANCHORS 10110 POURED CONCRETE SHALL DE t 3/4'; T' FOR ELCCO R+AfEMID LMATE AflISED ON THIS P.E.D. PRONGED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONtRACTOR'S RESPONSBKIIY. 1 3/4' FOR ZAMAC MUM ANCHORS. (4) THIS PRODUCT EVALUATION DOCUMENT WILL DE CONSIDERED 1NYAUD IF MOWED. A2) CALK -IN • 50LI0-SET ANCHORS SHALL BE EMBEDDED 7/6' INIO THE POURED CONCRETE. NO EMBEDMENT "to SIUCCO SHALL BE PERMITTED. 1/4• I-20 SCREWS USED SHALL BE I 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS 94ALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND t' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE WEADEO SCREWS OR ALL THREADED SCREWS W/0 HEAD. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO W91 DE ROPOW48LE FOR THE BUT WITH WING NUrs. PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE PLED. ENGINEER, SMALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRWMGS FOR REVIEW. A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. WOOD BOARDS RE ON THE DFOUNDSUCH SHALL BEAR AND ORIGINAL SEAL AND SIGNATURE OF / PROFESSIONAL H THE AI DUSTING WALL OR i100R, ANCHORS SMALL BE LONG ENOUGH TO REACH THE MALL STRUCTURE BEHIND SUCH PANELS. (a) THIS ENGINEER PRE ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A2). ENGIM@I OF RECORD THATHAT PREPARED R. (B) To DUSTING CWI3REIE BLOCK WALL ASTIR C-90: 14. SHUTTER MANUFACIUEWS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOC47M AT STORM C. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 OF FLORIDA BULG CODE. ONE LABEL - 1/4' • TAPOON ANCHORS AS MANUFACTURED BY 1. T. W. WJKM, INC.N EVERY OPENING. LABELING T° CPLY WIN SECTION 1709.9.3 OF THE SKILL BE PLACED FOR ECOMPLYFLORI - 1/4• .. 7/e• CAX-IN ANCHORS, AS MANUFACTURED BY DEWALT, INC. - 1/4-0 X 3/4- SO D-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT • SPECIALTY CO. - I14-1° PANELMATE FEMALE D AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY 0.00 CONSf1RUCTION IHl1N - 1/4' I ZAMAC NAN.IN ANCHORS, AS MANUFACTURED BY DEwALT• INC. A A. Ti( 1�........• Ur 8.1) M,MMUM EMBEDMENT O TAPCON ANCHORS, ELCO PANEWATES AND 2AMAC NAILIN ANCHOR. INTD THE FLORIDA BUILDING CODE Non h VelocityNurrtcons zone) BLOCK utaT SMALL DE 1 t/4'. E'VCEr7- 0.2) CALK -IN • SOUD-SET ANCHORS SHALL DE EMBEDDED 7/6' INTO THE CONCRETE BLOCK UNIT. AD E4ff'91Tp44 P>eo ILW1o0. .Ie. 24 GAGE GALVAHM STEEL STORY PANEL aWa sY. STUCCO SHALL BE PERMITTED. 1/4' .-20 SCREWS USED SMALL BE 1 7/2• LONG MINIMUM SHOULD DUST. *_.--.� �. AND t' IOMNUM FOR WALLS WITH NO STUCCO. . Me / .. B.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE F F(QR( •.am xW N ItREYEXISTING WALL, ANCHORS SM AL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DEHHP4D SUCH Ar N- W, r s. %_ AAtlrr a atl Ih,C ti 33314 20-ITS 4I`•••••...«- Leg _ W m-uH M•O[� (N47FMI-73H6. FAr (N•JAIF-RN7 ANCHORAGE SMALL BE AS MENTIONED IN B.,) AND N 0.2). S/ORAL a-OMM` jn Na. sr• �10N MYwR Hs MPNIINIIII NN PE MK/WHTUK/OT MiTP w 1SLI Art n-,tl f QT , O 1W � INSTALLATION QtNS7tu0 INTO POURED OR CONCRETE BLOCK DETAILS FOR REGULAR PANEL CONCRETE OR CpOt�NsDCRETE BLOCK ^ ED CONCRETE CONCRETE BLOCK in STRUCTURES CONCRETE ANCHORS REOLM". REOLARED. CONCRETE ANCHORS SCHEDULE ON--'- (SMELTS 9 THROUGH10) ..-.L 7 1 •:•J B�HEETS T9 G SCHEDULE ON to) .•_..) CONCRETE POURED r _) BL `.. ._-L ; 1 1th�1rx-pSCMiflc T/2• 1/4•-_ 1/T• 1/4•____._ 1 I l \/ ,snn .,.p�f 1/1'OC. 1 -.-�j I / I __�__L CONCRETE AMCfORS �I ` j E.D ED. SHEETS 9 7MO1ONDU a- f -{1 i 1 1 1 1 L-.�.____ ,..L__ ,/41P-Sall ----- �'-' '---' 't.,_ Dan .W_ - .: ro GAMTION / I OE RIlt ,wa IXISIMIG C+�E SCEDLAE 1 1pOlO as rfU q Tom. ._ 1 A I ,/.,.-11W 9 SEPAM110N ---r_� "_ = So TO GLASS. 1 OA[ � 11L (SUE SCHEDULE 1 IB•RH oet ram) y ON SHEET 3) - I i yEo. / - i II - I I , OLAgS� ON SHEET 3) I PANEL LENGTH SCHEDULE3)a I . (ON I TO I D CLASS.ki� SEPARATION i PANEL LENGTH CONCRETE ANCHORS L____. .: f - SHEET _. ,"1, _:-. 9._.= - 1__. -. _yf+ PANEL LENGTH SCHEDULE (SEE SCHEDULE (SEE SCINEDtAE (SEE $GMEOKE ON I-- 1 r B_ r- ON SHEET 3) I ON 3) 3A).E SHEETS 9 tHR01DH 1 �^7 ' I V 5p, 1 I A OF "L- .%1� l3/ ExISTtNs.4 1 1 4Y-S,NNfM / 1 OE l• El). s0U6 DTI' W • W th' I.C. I / . �� I MAX. 1 CO. _/ 1. (- I/ } I fED. I 1/2 "domJ j1.IXWNC CONCRETE BLOCK I I APPLKPBLE)I CONCRETE ANCHORS I __ -EOTvmTE -.Rw4191am ToM son OR t_. I REQUIRED. . _ L_.-.__._ __-- J CHEDULE ON j ._-___ -) OLEO ;-'-f ,; 0!th'LLr.xw/Tw -1 mc S/E. ONLY WHEN SOLO I SET • G,1X-IN ANCHORS LOCATION 'I l J/! ..- \�/ EX57M POURED CONCRETE W/ GDNGRi1L TiLOCi CONCRIETE-SING ANCALHORSTE '0(L - CONCRETE ANCHORS ': PAREUSED ME USED. REQUIRED. CONCRETE DICK CRETE s7Aaw" w/ STIO-' sMEEts 9 THROUGH(SEE sclemi" 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILD-OwWALL SCALE 3/6-,' SCALE 3/8.1• MOUN' 560ff MOUNT SCALE 3/B-1' Ea A. rimer 31 . CEN FLOM BUILDING CODE Non High Velocity Hu "a Zone ED. EDGE DISTANCE (SEE SCHEDULE ON NOTE MR COMBINATION OF SECS M: TOP AT BOTTOM MOUNTINGS CAN BE 1 0. 44167 _ ° um W1QO Mc 24 GAGE GALVA►IZED SM smo PANEL a *' * f : * e BAL PROTECTION PRODUCTS LLC. ? •�%. STATE oP - _. IL E C O ENO. • S .-__- .fm S.W. et straw �/••' Fto 0I r,. 6•Aw W. "IIWr� SHEETS 9 N2 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. F .......' (7 / -rW "W tr�srr.,wrA f.Araa3Htl 0•A•1l3?t,• .Oro mom- ��. M� A7+.w, "Ow. M•)mI-TIAs. nx pe4Ar-rA3 20-175 nu tKRK w r. PL mm . Wool INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO WOOD / : �/ / ALTERNATE LEG / r' / (( )) W1YppOOpp f 1 ,I ` , �ZDCATGN REOINRED /I // % BFA1Y STRUCTIJaiC ADEQUACY OF DUSTING WOOD / ' L BEAM ro BE CERTIFIED BY / ' _. REGISTERED ENGINEER OR j / L.� �.�, >< ARCHITECT PROP TO SHUTTER l( -, �� RISTALU110N. I N ANCHORS ALTERNATE wow A4C M -. I I i 1• �' ` 1/41,r MSO w.•w tap / - SEE SCHEDULE ON (SEE SCHEDULE ON - sutlml. ,Ta tEIEP a / p. -ec co- _ yn //. t. SHEET 11) SHEET 11) \ +1 I 1 f ] LLL W/RIK rt f° I i ., f• vr.2 1/2• ,/4' MAX.- � /2• ),, ..- -- -'----I ._.. . REQUIRED \ I , 41.-3at EILIS1INQ�� �/3y�}--, _, I ' I' il i4 u� r W. GLASS'-1 �:/ I • w0pp AMCHNORS (SEE SCHEDULE ON \. t:,t 1 1 >/yy, I _ I SHEET I1) \ II I -.�OASS(SEE I - 1 ''. ( SCHEDULE I LOIN -fa,• 14L__!77 j !. I r , 1 1 ON SHEET 3) .1 - - .p MBoltf I---= _- /=r'---- DIE Ma PItIWi (• (SET: SCHEDULE ONOSEEETT 3) I ,si �' Y• MAX 1 1 tOgRL TAR r�T 1 4 a PANEL LENGTH t• MAX L__ _ (SEE SCHEDULE _.-.._, __- _ -. I --.- aE Ra PIIQ PANEL I ----- - ---) ( SEE SCHEDULE F7U15T _LENGTH .. * 1 IIaM OCI r1T W SHELL 3) _.-i_. � ON SHEET 3) GRASS . -.--� _ r- - I I 1 I---'--- _ `-_ -�__ - r a i i 1 .. 4 ---• O 12 1/2• Q.C. r- _ - ' 1_.__ .j O \ i. I I EO ,. I/Z• NO / I _ -1 1 4'r2aliW IOUS .1 __________I -- .. F - -L.. -- _ 2•X6• yfpOD 1 r--.- CK REQUIRED REOURED ✓' ill= ANCHORS __ _ r-_ _ ,� _ + I I 4 1 I (9EE SCHEDULE ON (SEE SCHEDULE ON ... I 3/4•-----_. - SHEET I,) SHEET I1) ___ -_-_- i I j , 2' Mn.-___ - - � CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/5-1• goblin SCALE 3/8-1• �` No. '= NOTE FOR COMBINATION OF SECTIONS: � 44167 FLORIDA BUILDING CODE Non h Yabo Nurrlof3m Zone *: t. INSTALLATION ARE ONLY VIVID FOR MAX. A.S.D. £ , TOP ND BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (pp.s.f) AND PANEL LENGTHS sq STATE OF nT[oo. Ae u GAGE GALVANIZED STEEL STORY PANEL FR. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 3•'•• ft BISTAtLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��' A(Q '• C= "ry7/ss -� IL E C O GLOBAL PROTECTION PRODUCTS, U.C. MEMBERS TO BE SOUTHERN PINE NO 2, w/ SPECS -� INe. WIRE; DENSITY OF 0.55 OR EOWL. ONAL E •y • .Im s:E 21 sam 1jANIHNpANAIg _ _ _ Wes• N• �i• l w. a III r 3N, .4oL a AH. 2D-17s N-. lap 4T1-+AA , r- , Dill -.,AM NaC 064)=-75M rW OM)NN-IM ►.L SGL/VAWA E'm rA-6DMIS a. -r Ae w ..I OIIMAY INs oum A Y. PL ••-•,• 21IR1 7 a Is ^��W (D = / V '0 �_ -CD CD > O /1' V! L �� U � _0 a)I O .n0)U FU ., Cn . U I-)O � VJ1 O C O !� ^^'' W CU O O ku LL O > . U) Cn O a --A O- i- ICUCU • - U a- - (-4 Cv ' 0 (D 00 . . O (m , -} )< Iy Q L_ , i J . c. �11N F A J < C, r - r -_ (L) 1___,, Vt'J )�`� 0- i) -n - J i O p F- L .. > 1'' >✓ a L.L. I. I ii fJ -(- CIO CIO L- CL S< U O Cn m LU a Z Z Q J d SHEET NO. IS 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANELCi) SYSTEMS 1�7[�7�' 0 OR ®(10,`!7y WOOD 1jS/ � ACOINI1m__2 tt/2•' TAPCON 1 12 O.CPOLA NI 1 t/4v.13TMC011 - fx1NCRIIYCIOR • lr 0.?» '., 2 t/2'Yi Wy1 49.4 3 •'i 0 tY ar1tO1wtE tEaVARIES 2• Mz.� ANAL Nmr a A10. 3105-H154 SIM POURED COMMIE. CAKCKi'.2' 4' xO.1R7y f 1• ( L- (TRAIN( AEtAL AUY. SENT PLAT[ .5 7100D FRALla'Ge°isn'2 5 �� RECLINED2'.4` 1/2 `cow,ANOE 1/4' • T: 4• . AM' GOU'C '1 as-N � n AELDr ACKNW CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4-.f• SCALE 1/4'.1' SCALE 1/4•./- SCALE 1/4--1- OR E1,00 n E.IAYJ E f- _--f-'---� •© ;� OR mP01Nc+mNDTE aL.:: "'QG"►.io7ra a 11wELtaaE P�w.9 (H�yEE 1.Sx POURED COWmtf IMRES 1 j M YN' WaaD - SDE9 ai OFESANG 9DEWNE aN STEERS 9. (~-Opp°�'�YCHO 2Ss' M000 FWAY[ S IAr"I O FRII[ IEOIXRLD AS APPlr,A6LE ( t0 a 11) OPENING WIDTH) CONCRM CONCRETE malu D OR 2'Or WOOD FWAE *BRAND C -"�� 3N- M°4. • \ \ram. . N RES wNR6WrAOtt A � VAuIDH. IQ� toRFM . . WLL cw �OAN A X B.O. DISTANCE-•,�-- --- -R+P) ' 1 L "___ ,pHiourauN.4P-'� A.T CASE G (PLAN) ot°'aINar, 4 • SCALE 1/4'.1' T'�a.("1,',••.,4!p VALID FOR DOW MOUNT 9'STALIATON ONLY R CERTIFIED PANEL INSTAL1A110 1 AT WALLS W/ No. 44167 SURFACE LEVEL VARMNONS WITHIN 3/4- FLARIDA BLINDING CODE Non High Y:Loa HILL arms Zone) CASE E (PLAN) CASE F (PLAN) � Q Bmm Timm INC.+,. 24 GAGE GALVANIZED STEEL STORM PANEL SCALE 1/4•-,• SCALE 1/4'.I' TS1�A`� • fLORID�,. �yl�� Dow W. ''�'s°! 07 ° 11L E� C O EN4:. PROT€CWN PRODUC . U.c. Da ''N"11RF ul�ylr� f2.�-re7 a .R00 RW. R/ mIDD w, r a +.ten wma N aNN a,NE a a23„ 20-175 P , ort W,-w1 . A.: pq O,-,/N P11OIE O6,)m1-'i6M, NAIL LwynA-4Tn OR,IIM1011x ►L 4AL/MOMR9E/DIOE-°°°N ��H rN Nn.. w I FLONM L10R A f4R b- PE •• C4-_ r LWLT 6 O M MAXIMUM A.S.D. DESIGN PRESSURE RATING _(p.a.fA) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO WOAD STRUCTURES (VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 ,lt 7) MAX A.S.O. DESIGN PRESSURE (p4f.) (W-) MAXNLNt ANCHORS SPACING FOR E.D.- AS SHOWN ON SHEETS 6 NS 7 AFPUCABIE TO ! AN+r OF TNO1 MAXIMUM PANEL LENGTH (N.) TAPCON LAG SCREW PANEUATE FEMALE O PANEUMTE PlU9 WOOD BUSHING lr 13' ,r Ir Ir its Crop) 1r it 13' 13' Ir 1W (BGEOM) 6 1/2• 6 1/2- 6 1/2- a I/r 6 1/2' (War) - - 6 1/4• /2 1/2' 6 1/4' (BOUT.•) 6• e' 8' 8• - DIP) L� 4• 6' 6' 3N MOTION)e• Ir1r 13• 1r 13"(wP) 45 LESS Ir 13• Tr 13, 1r 1J• I ' 3 t]' 13' a i 2• / Wt (TOP) ) tr Ir 13' 13• 6• 1W (00HTOm) 6 1/2- a 1/2• 6 1/2' IT //2- 6 1/r fm% - e 1/4• 12 1/2• a 1/4' (Gorr.•) >5'-0• TO 4 Ilr e 6 lIr 5 1/2• (Tar) 14'-4' 4 t/T• 4 ,/2• Y r - 31 teWTDAN) 101/2- 9 1/2- 1T' 12' 4- (TOP) IY 13" 13 Ir a //r (BOTTOM) • SEE TABLE /1 FOR MAX AS.0. DESIGN LOADS k MAX. PANEL LENGTHS YR#N SPACER" IS I USED, CDRRESPONOING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. ASD. MICR PRESSURE tp.R,i.) IMIGM )M ANCHORS SPACING FOE E.O, . AS SHOWN ON SHEETS 8 A 7 APPLO" 10 COAlfNA11' ar THEM HHAXRXaI PANEL �� (NJ TAPCON LAG 5f2EW PANELANIE FEMALE O PANELIATE PLUS 61000 8E74H6l1G iY tr tr Ir 13' IV 13" Ir 13, 13" r 1W (gorm) 6 1/2- a 1/2, 6 I/Y 6 1/2- 6 1/2' 20 CROP) - 6 1/4" 12 1/r 5 1/4' 2W OIOTT.4)OR r 7 1/2 a- 6' - (Tar) Los 7 1/2- / a a e 3W (eoTHDY) 1r 1 3 1 3 fY tS' Crop) +45, -45 TO 7s. + -m it Is, 1Y /3• 13" MY (WMM) 1r 1r 13 13 0 1 AN Ir Ir 1s• 13- 6 1/,• IOU MOMM) 6 112• 6 1/2' 6 1/r 6 1/2' 1 6 I/2• OUP) 6 1/0 72 1/2' 6 1/4' (60TT.•) > 41/2- S" 7 1/2- 7 1/2• (TOP) p„S. S• S 1/2' M r- :i (OGTrow lr 12• 1r tr 1 51/2• pir CROP) Ir IS' 1 13' 1 IY 1 10• 14W Dw i ) • SEE TABLE f/ FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS VEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 !A�l1 e A -SO. OEM LOAD MI&O N PANEL LENGTHS 40 PSF OR LESS 6'-6' > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO W PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS R W/("" W9FN y 1/2' O.C. MAXIMUM A.S.D. DESIGN PRESSURE RANI (o s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAa STORY AMELni INSTALL !TIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h 5) MAX A.S.O. 00" PRESSURE RATING tlAId" ANCHORS SMING FOR MN EO. PER SG#AULE ooDW /PPLNCAaLE 114ONIUY PANEL liNGiM t) MAX ASD. DESIGN PRESSURE (P•;•� MAIN" ANCtHCL4 SPAC9K3 FOR AWN E0. PER SCHEDULE BELOW APPLICABLE TO IAAXIYUM PANEL LENGTH t) TAPCON SOLD -SET PANCaO PUSa 2AM6C_HA1UNFri W TAPCON SOLID -SET p S O �� SAMC-MUM CAUL -IN a To m m m or""w To AE m m m w , comwm 4,{5,�it 0R 46 LEGS it IY tY 1Y Ir 13• tr 13, Irtr t 5,Xtr OR 'ESS +45ro +63, -65 ,r 1r Ir it Ir 13" it 13' tr 1r it 1 1/2 1 (TOP) W_r OR LESS Ir rY lY Ir Ir Ir it it 13•it I (BOTTOM) it 13• Ir Ir IY 13• /r Ir 1r 13' 1Y 11 1/2 1 (ODTTON) Ir tr 13, Ir 71r 1r Ir Ir IY itit 2 (TOP) 1r Ir 1r ,r tr fr it it 1r Ir Ir 11 1/2 2 OOP) tr it 1r tr tr 13• it tr 1rlr 2 (BWTOY) 13' 1Y tY Ir Ir tr lY Ir 13• fY Ir it 1 2 (BGTT010tY it it 13' 13' 13' U• tY tY13' 3 (lq,) lr 13• tr tr ,r tr Ir IS• Sr ,r 11 1/2 3 (TOP) 6 1/a' T 1/T 12 1/2 - - 1/4. 3 (1FOTTOM) - - T1 t/2.72 t/2 a 1/{• 6 r/4• 2 IJ2 /7 1/2 - - 6 1/4. 6 Ile 3 D101TOM) r r r r 0' e' 8• 0' r B' 1/2. 4 (TOP) W S 1/2` a' 9' W 6 1/2• r' 7 1/2 a• Y r r 4 (MOP) C - e• - a• - r - a' - - (NiDRCI) e• - e• - a' - a• - a' - a' - (BOTTOM) 13' it it it IF ,r it it Ir Irtr (7OP) 13• 13' 13' 13• it Ir lr Ir tY Ir tY 1 T (TOM Ir Lr t] ,J" 1 _; 13' lY IY 13 /]'13' S (BOTTOM) 13 13' TY 13' tYIr Ir it IF fr 11 1/2 8 (OWTOM) 13, t3• it it it 13, 13• it 13,13' a (1100) 13' 13' tr Ir lr 1r Ir Ir Ir it it it i/2 a (TOP) - - 5 1/4• 6 1l4• a 1/4' 5 1/4' - - - - Ile 6 N)Ti.-1 - - 6 1/4• 6 1/4• 4 1/4' 5 1/4' - - - - 8 1 C 6 ve 6 (WIT.-) IF S' I Ir /0 1/2 Ir _ 7' 1 15' T 7 1/2 S 1/2 IF 4 tj2' t (TOP) 1 10 le-4" 13, 6' it 13, it A 1/2' 13" 0 1/2' 9 1/2' 6 Ile it 3 1/2' 1 ) >3'-6' To =-•' 13• 7- 1r IY Ir 9 1/2 13' 9 1/2 10 1/2 7 1/2 Ir Y I (BOTTOM) Ir 7 I/r it I it Ir to" I ,r to" if* r it is I/r I (earm) tr r it to t/2 Ir r Ir Y 7 1/2 5 1/2 tr 4 1/2'.2 (TOP) 13' a` IY 1 Ir tr 8 1/2' 1 it 8 1/2. 9 t/2. 6 llr 13' 5 1/r 2 (TOP) it 7' Ir 13' 1r 9 1/2 Ir 9 1/2 10 1/2 7 1/2 13• 8 7/2' 2 (BOTTOM) 1r 7 1/r Ir Ir 1r to- tr to- i/' 1 6' Ir 6 1/r 2 (BOTTOM) IF r 13" Ir Ir 9 1/2 Ir 9 1/2 10 1/2 7 1/2 13• 8 1/r 3 (TOP) Ir 7 ilr Is, IF it to' 1r i0' 11' 1. Ir 4 Ilr 3 (TOP) - 12 1/2 f2 1/2 6 I/r 6 Ile 12 Ij 6 1/4• - - a. 1/4- a 1/4. 3 (BOTTOM) - - 2 1/2 2 1/2 6 1/0- 6 1/4. 12 4 12 111 - - 5 1/4• 6 Ile 3 (BOTTOM). r r r S 11r 7' 3 fjr 8' e 4 1/2• 3' 6 1/2' Y 4 (TOP) 7 1/2' r r 6" Y 4' 8' 4' 4 1/2' 3 1/r 6 1/2' 3' 4 (TOP) 6' a" e` 8- 5 t/r 7 1/2' 4 (Wrsom) r W 6• r 5 1/2- 7 Ilr 4 (0011`014) 1r r Ir 13` il' 4 1%2' 13` s. 1/2• o1/r (TOP) 'r a Ilr 1r Ir 13" 1w 1r 10" it' 8• it 6 13' T IS' I3• Ir 9 1/2' Ir 9 1/Y o 1 7 1/2" 1J' 6 t/2' S {BDTHDM) 1Y a 1/Y' 13• tY 1r 1w lr 10' it' 6- Sr .;7, S tBoTTaM) IY 3• it t0 t/2 13• Y Ir 7• 7 i/T` .5 1/r If 4 I/2. ;5 = 13' 8' Ir is• 13' 6 i/2` Ir 6 1/r 9 1/2 6 1/2- Ir 5 11r 6 (TOP) 6 1/4' 5 1/4' 6 1/r 6 1/4" 6 1/4' 6 1/4' 8 tBOTT.•• 8 1/4' 6 1 4' 6 1/4' 6 1/4• - - I - so 1/4' 8 1/4' 6 (80iT.•• 5111 SAW 11 FOR AMO1005 TIME a SRICO too NSMUAOHrs INTO OW MW[ BLKDPM • IWANNN ANCIM WMI NN AND IMKW WIN O5TARIE ARE M MTEO ON I" SI3EO" FOR E0 LOS TWA 940" ED ON soma REDUCE ANCHOR SPACNO 6Y MULTIPIYY a SKI"n SHORN ON SCIWORE IN THE FOLONI G FACTORS. FOR THIS OPERATION TO RE POSSUL REDUCED SANDING OIRAIMD LGIN0 FACTOR DOLL NOT RE UiS THAN MMNWM SPACING 1110ICAED FOR PION ANCHOR rM OM. TM SC1®IRL ANCHOR T, 1/4T3! /4. I/4. 1/4'• 1/4. i/4. D6eO6li IIrE b11MG-IRRM IMIX-N IMAIUY AMSOR iw-m DA) 33 3 3 2 1/r 2 i/2 %) 3,/r 3• 3 3 ,/r 3 oMTANOIEa1 •GLEN i1/r 3 ,/r 31,17 a I/r , AGAIN. = ato ..._� 3 Vr, •• SPACINGS ONLY VALID WNNEM SPACER IS USED. SEE T /1 MR NU(. A.S.D. DESIGN LOADS k WAX. PAPEL WHEN SPACER �q IS USED. . pia A.". DESIGN LORD MAXIMUM PNQ. 40 PSF OR LESS 6,-6' > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5-10• A MAX. PANEL LENGTHS ARE 0 VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS At W/" SPACER AT 12 1/2- G.C. FLORIDA BUILDING CODE (Non H ANCHORS (SEE SECTIONS Is ALTERNATIVES ON SNFEIS 13, 14. is Fie)-----'-`----- '- � ! r MAX. R-fA/131 R-2A/13, R-3A/14, R-19/13. R-29/13, R-39/14. 3` MAIL R -tAW/15, R-2AW/15. R-3AW/16. R-19W/1S, R-20W/15. R-39W/16. I. a; b O O O O O l 1' (USEFORPANEL LFINGIH' +, , I AX 'i I i t OVER T-67 I t ( I PANEL LENGTH .>iRFFUTAR PANEL , REGULARS PAN0. K-a• • t40.0. -40.0 or,/. PANEL LE -' AILENGTHBOLT) '------;-•-- - -i; - i r-!' • +so.0. -54.0 f. LIFE ST PANEL 1 L I (W/0 ovemm NO PANELLENGTH em s A I 1 A LaLE 2 -8 AW/. PANEL LENGTH 1 4 4 2Qai •„ ' B 20. WF� { _ _ _ _ I_ Y _ _ _ _ ,. AT All 140LNWOS AT EA jRI.1� 7 i ! Y'. . --i L--'---- ------------- --i-- � , � aj NofaEs - I- � - --- ------- -- --_ +-- ---- 7- TON O LINE SAFEIY_�-� ' I - PANEL BOTTOM CORNERS �' O INUT WING NUT �pI�p Al AT�,WNG LEFT PANEL 3N61LOLYA RIGHT PANEL]' # pN5TAl1ATON5 ONLY VAIN FOR WHO i• MN. R-1A/13, R-2A/13, R-SA/14, R-19/13. R-29/13. R-W/14. v NO! SPEED UP To I-m m-ph. R-tAW/15• R-2AW/i5. R-3AW/16. R-19W/15. R-29W/15, R-39W/16. •.`__..��-u..�....._.___,-.r..._,-ANICIORS (SEE SECTIONS Y ALTERNATIVES ON SHEETS 13. 14. 15 tt6)-._...__.. t/f• MAX- CAP LIFE SAFETY STORM PANEL ELEVATION (t) '; F SCALE 1/4--1- !1 REGULAR 2U'r REGULAR STORM PANEL (ANN G+WAP _i*w VALLEY) �� t STOW PANEL l4 c / wX GAP.. NA� yQ1is ; )* tkE SAFE PANELATZ = FLORIDA BUILDING CODE Non fth Woolly HurFicane Zone .P•.• Q` *am16im W.F.P. EXTERIORFs•., ONIdA . �� ao 24 GAGE GALVANIZED STEEL STORM PANEL WAN re �! N,.•.. TI LE E C O NKr. PROTECTION PRODUCTS, LLC. on SECTION A -A • 4800 it. 51 sow 4'-1�G.> rw R- r aN. NrN a�. r. ROorc FL 3»14 SCALE 1 , 20-175 / Nis : OAY �Nr�r v,-w+ VE: (OS4kM-7MA TOO, (654MM-Q9A G-OpO6710 Q. ,�11 r. N•1 QnwRO Nr PL !AL/W06aU1E/ONf O= 1LIR30 A., PL flQl it 4r /6 MAXMUM A.S.D. DESIGN PREUMERATING (p. J.) AND CORRESPONDING _ MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR ST(gIA PANEL n msTALL> •TIONS INTO CONCRETE t CONCRETE mom STRUCTuffs (VALID ONLY FOR PANEL*wALLATWNS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 4 5) MAX ASA DESIGN PRESSURE MAXIMUM ANCHORS SRACM FOR MN ED. PER SCEOt9.E mom APPLICABLE 10 a IHA1o1MN PANEL LENGTH (Ht.) MAX A5.0. OEM PRESSURE TING (�P ,�) YAXNAIRI AMCORS SPAptN9 PoR I9iF EA. PEA SCNIBXAE BELOW W E iMX81nN PANEL 1 LEN61N (R) TAPCON SOLID -SET FEMAIS 10 1�. LMNC-UN NO CAUL-M TAPOON 80UB-SET 2AWC-SWR1 CA X-mRATING t m m W m m m C, THEM m m w m w w >+65, -45 * 70 75 13, is' it 13' it Ir 1r 11 Ir 12- IY f0' i mm 51-W on Len +75. -75 To +tiq-RIBA tr 5• 13` 0 11fr tr 4 1 tr 6 1/2• 7 1/2• a 1 13• 4 ilr 1 (Top) 5'_r ON LESS 13' 11' tr 13' tr Ir Ir Ir 13• 12• Ir 1w 1 (e0110M) ,r 6 Ilr 13` Ir 1r 9' tr 9• 101 7 1/2" Ir 6• 1 (WnMO Ir it, Ir 13• 1r 13, tr 13• Ir it Ir lo' 2 (TOP) tr r 1r to Ilr lr a 1/2' Ir 6 Ilr 7 1/r 5 1/2' 13' 4 1/2' 2 CTDP) it 11• it it lr Tr IF 1r is, lr lr to- 2 (BOTTOM) Ir r is" Ir it 9 1/2' tY 9 t/Y 10 Ilr 7 t/2` it 6 1/2. 2 (BOTTOM) il• Ii• ID• it I Ir lr it Ir 1r Fr tr 1W 3 (TOP) Ir r jr tr 1Y 9 1/Y Ir 9 Ilr 10 1/4. 7 Ilr tr Ir 3 (TOP) - - 12 i 12 1/2 6 1/4' 6 Ile 12 1/2 12 1/2 - - 6 1/4' 6 1/4. 3 (BOTTOM) - - 2 1/2-12 1/2 8 i/4• 6 1/4• 2 1/2 6 1/47 - - 6 1/4- 9 1/4- 3 (SOTTOM) r s' r r 6• 6• Y 6 1/2' r r Y 4 Ilr 4 (TOP) 7' 3' r 5 1/2' r 3 1/2' Y 4' 4 Ilr 3' 6 1/2' 2 1/r 4 (W) e - a' I - 0' - I C I r r - 1 9' - 4 (BOTTOM) 8• - 0 1/2' 1 - r - I e• - 5 1/2- - Y - 4 (BGTPOM) Ir Ii• tr /r 13• IS• 1r U• Ir Ir it Ir S 00P) Ir a 1/2• I3' Ir it 9' 13' 9• to- 7 //2" Ir a- s (NO) 1r 11• lr Ir lr ,r tr Ir Ir ,2• it 10' 5 (80TrOM) it 7' i3' Ir IS" 9 t/Y Ir 1 1/2' 10 1 7 1/2- sr 9' 5 (BDnDM) U• III Ir 13• it Ir W /r 1r it Ir to' 6 (TOP) Ir V 13' 10 1/2 it a 1/T• Ir 6 1/r 7 1/2' 5 1/2• Ir 4 11r 5 (TOP) - - 6 1/4' 6 1/4" 6 Ile 8 1/4• - - - - 6 1/4- 6 1/4. 6 « - _ 6 1/4' 6 1/4' 6 1/4' 6 t/4' 5 Ile 6 f {' - - 6 1 4. 6 f/4. 6 (BOTT.••) Ir 7 1/2 Ir 13' 1r 10' Ir 10• 1t` 6' Ir 6 1/2' 1 70 I'-o` it 5' Ir 10 1 tr 6 t IY 6 1 7 //2 S 1/2• Ir 4 / 2' / TO Y-r Ir 7 1/r 1r tr Ir 0 / Ir 10 1/2'11 1/r S' it r 1 (80T1'OIQ Ir 6 1/2' Ir Ir Ir 9` it 9` W' 7 1/r Ir r i (eDTlCI) Ir 7 t/r Ir lr lr IC• Ir I6• It* 8• tr 6 1/2. 2 (TOP) tr 5' it 10 Ilr13, 6 ilr tr 0 1/Y tr 7 1/r 13' 1r 13' 0 1/2 13, to 1 ,1 1/2 a- 13' r 2 (BOTTOG Ir r 13' it it 9 1/2• 13' 0 1/2- 10 1/2' 7 1/2• 13' 6 1/2. 2 (BOTTOM) 13' 17 1/2' Ir it it to i/ Ir to 1/2 "1 lIr a• IF T. 3 (TOP) tr 7' 1r tr 13" 9 1/2' 1r 9 I/r 10 1/2. 7 1/2- Ir 6' 3 (OP) 12 1/2 2 I/r 0 1/4' 8 1/4' 2 I/2. 6 1/4' - - 6 1/4' 6 1/4' 3 (BOTTOM) - - 12 1/2 12 1/ 8 1/4' 6 1/4• 12 1/2 6 1/4• - - 6 1/4- 6 1/4' 3 (BOT1011) 7 1/2. 3 ilr 6' r 7 1/r e 9' 4 1/2' S' 3 1/2• 7-r 4 (TOP) 7- 3' 6' 5 1/2` r 3 t/2' r 4' 4 1/r r 6 1/Y' 2 1/2' 4 (OP) r - 6' - r - a- - 6` - tr - 4 (BOTTOM) e' - 6 r - 5 1/r - Y - (WnOM) 1Y 7 //r 1r 1r Ir 10 1/2 13' 10 t/2 1 1 6' fY Y s CHOP) /3' a 1/2` 1Y IY tr 9• tr r 10` 7 1/r /3• 9' (IV) Ir 1 1/2' il` Ir 1r 10 1/2 Ir 10 1/2"11 1/2 a• 13' r 6 (6DnOM} Ir r Ir Ir tr 9 1/2' 13• 9 1/2' 0 1/2" 7 Ilr it 6" 5 (BOROY) lY 1 1/r Ir Ir Ir 10 I/ 13• to 1/2 1 1/ r Ir 7' 6 (TOP) fY 3' rs' 1S' 8 1/2' 13' 6 1/2` 7 1/2" 5 1/2- Ir 4 1/r 6 CROP) - - 6 1/4' 6 i 4' a 1/{' 6 1 4' - - - 8 1 •• 8 1/4' 6 (00Tr!•) - 6 1/4' • 1/{• 6 t 4' 6 i l4• - - - - 6 1/4' 6 Ile 6 (8=n-) $E DWPT II FOR ANCHOIN TYPE a SPACM FOR NYMWATONS "To WOOD NOW INNWW& • W ANCHOR 6PALNIK me MMRN EDGE Off""m ARE "Ic"m ON TMe SCHOUL FOR E0. LOS THAN "11MAM ON soma mmu ANCHOR VACM 1W MLitPLWNO SPRC40 SHOWN ON 6CIM AX DF THE PMWW10 FACIM FOR 9A3 OP0M10M TO N M'1NN1"., RMM S►AM ME40M MAID FACTOR 6101i MOT DE LESS THAN VNRNN SPACM ROK/am FOR FACT ANCHOR ME DN TMs SOFEOAL AIN9RBE TTPE '!4•'- tlgr 1/s. 1/4. IIle.cM00M I/^ - SCIO.4n 1 ri AN"o 2AA0-0ISN WAX-* YARN ANCHOR PPO O t1A) a 3 3 3 2 I/r 1 +/3 HMWaW MHHt[ W a 7 1/r r 3 3 11r 3 DNFARr3B-O-) ►00[ a 3 ,/3` a //Y 3 IA 3 Vr ACIIYL m Down FACTOR '• SPACINGS ONLY VIVA WHEN SPACER IS 11SED. SEE �DIS 1 FOR MAX NSA. DESIGN LOADS k MAX PNNFl IWIiNI SPACER �l IS TAKE at A A.S.D. DETRGN LOAD MAXIMUM THPA/EL LENG 40 PSF OR LESS 6'-9• > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO 60 PSF W-10• A SAX. PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS ,1T IN/ Qq SPACER AT 12 1/2' D.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL i1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/fY tAP�N�„� POUAED ,j4v TOCON •��POURED 1/4. TApc011-,__ I 4�ST61G PaMm I/4v TAPC ANCHOR O 9' O.c. HNz4oR B 1' O.C. OR ANCHOR • 9' O.C. OR AHCOR O CONCRETE BLOCK CGORETE BLOCK CONCRETE BLOCK ,. REOLARED. ,+ REWIRED. REOUM, t r ; ' L•J � 9 t' ton. i f�r 4v-2N.r' Cl/S TOTO 01m. I _ _ 1/4hYCal• Al aIF �# a- i LwNN tAwl Y•4F') N e 1 14 M N F T} 1 1' Mt1r. EL MAX 1 ;PANEL NGtH ..._.. _ __ _. 6f PANEL. LENGTH 12 --(SEE ELiAMIN 0 I(SEE ELEVATION ON SHEET 12) ON SHEET 12) -SEPARATION-- TO GLASS. 1 1 - I !, I 1 % I E• 4� D. cc 314. 1/4-0 TAPCONN I 1/4 0 TAPOON� ANCHOR W 9. O.C. AFILY4OR O 9. O.C. '`j=WO0RED CONCRETE OR POURED CONCRETE OR BLACK REQUIRED. BLOCK F&TKAVM SECTION R-1A SECTION R-18 O REGULAR PANELS 0 UIFE SAFETY PANEL WALL MOUNTINGS SCALE 3/0-1- SEE SHEOa IB As 14 FIR ANCHORS AND= T11t '!*= r1K a 9PACM FOR 118OtLAON6 Wm TAPLGN MT•MN, ANCHOR WPM* da a WOOD RWIE BLRLO9Oe- NOMA ANCHOR SIACIOS AND MNOM1 •,NNRR - 'Ow-," 00 3 EDGE CSTANOE ARE INDICATED ON THIS SISNDIAL NOR EA. LOS TOW 14DOM O scN6o aE REDUCE ANCHOR SPACING 6RmmRa3:0-d. me, 04 3 or SCHEME BY TIE F'M LAWM FACYM now t 1/N' •4S FOR THIS OINUKROH 10 Me FOUML IWOUCED SPACING NOOWT9E ANm IISHO FACTOR SH" T LEN INAN 1 2/3� N6f ._ ...._ ._ r - _ ..__ ... co' WWA VACOW WWATED FOR EACH ANCHOR TYPE ON TICS SCHEDULE Ilr u4 TT"9 IF n H 1nWl a.@ Y A I R p R I N --} t' MAX A PANEL LENGTH N :: -.;_.. A 1 j4Se 1• MAX I 1 _ 7 ._ f P LENGTH , 8 PAWL E 1' Mfn. ..1. 1 ELEVAON .(SEE N �: ON SEWEi Y2 n - ) tl I ELEVATION (SEE I ON SHEEN 12) _T __...-...�� a 1 - EO• 1 EAl � 1 1 1 f E. _... EQ V;•y_.2py� r • 12 1/r O.a % a 13 1 �/4'I TAPCON % ,Y)/4•I TA70M ' AANCTOR W 9. O.C, !. AHXSOR O a EIOSGNO POURED CONCRETE OR F3tlSmO POURED CONCRETE OR '�`C'ONCRETE BLOCK REOUTAED. `--(:ONCgNTE SOCK. IEOURED. WALL 110UNTINGS NNNyH,_ WAX 3/8-1- Hurricane ^�^'I ^W W CIO Cu C) a) U .� N c- 0 O C � "C3 C O (1� to O � Q O W CU 0 0 U_ %+.- > .D ♦'�^ =J -0 Cn ��//�� E O ^mil W 2 Q L� (1U C.(F/./'�A i2 Q z z W J �Au r I co a. "J `I) Q f' _t i ( F i ` _ 1 Q� ,'L+�, Y.S O Q INSTALLATION DETAILS FOR LIFE SAFETY PANEL(J) INSTALLATION DETAILS FOR LIFE SAFETY PANEL INSTALLATION DETAIU INTO WQOD QR STRUCTURES SAF INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES z-"T%,^ zTT 1/4•0 TAPCGFI __.. POURED t/4'P TAPIbN POINTED ANCHOR • o•-O.C. W LAIK2E'FE oN M04OR o 11'CA. - �NWEEIE OR '\_ ` HITHER - WWf�ODp NFIOER Y(' HEAONR i{ r CONCIEW BLOCC % tX>Hr.AEiE BLOC7C �' g. RE011REp ><7OtN1E0 oula - WDDD /AMENCn IEOLAIED. REQUIRED. ,,. i1 • OWNED I �� f 4W TAPCON 1/`4. -Q TAPOCI 1 P" O TIPCON 1 4.0 TAO.C. '(i - .�NCHIOR O 9' O.C. '\ ) I ANCHOR W 1' O.C9' O.C. 1 4. TAPCON jl i 4'6 TAPCON Z 2 --- ((D 'EDA �r / i 1 I f,'. 1/2. i/4• a t/2• f/•• /1 T/2• I 4' �L 1/2' 14•t. f� ! ; ED� MAX. _.-. r ^ I . 1 2 I i / v U2ml. `t Wn. . � `, N INrI•,,,/ \ {2'�41 _ H I _ Min. - i- iCU '1 1 MN. 1 - , - i 6 r-sFrAWtoN- 1 : LS A iJ i L1- 1.1 i t L' p t-� i lJ , L! EX6TNG 6 rT- R1LS •�ALa 6 tD OASS. - -- t/,Ydss _ t + am n-,. : ._.- )`--1'- Af orIN:J' N - N 1 t N_ -. -- 't i/a. 1 6 _- ! r� ,J. � � -i�`- A FA 1 1 S L t/4Y-at• a � _� • 1 -� 1 1 Iaa 1.6y N I IOrS.N N _. ..v-m.t' p , r ... r N �:._: - A u 5 1 ',, j i t/Pl�rmr• ]j f r i 8 1 , a•A-2P.,' 1,• .,11e + J DtA95 It _ Ae aWa� F _ ._.__ _) �° _-- iA r� T F6[-HNi GIXiA55 B - ��ioi6'Ir - - aa,� , O 9 1 N 'L• Mtu_ 9-_.:. - / 1' MAX. „_.._ . TOWN aft r.a7 9 f ,--. N f Ia1HIN O,OI 7-W') tl !i _. ..._ } °4` 'A/1 -_ �._'.._ LA9IOai'4"3 lif i f PANEL LENGTH 6' PANEL LENOiti 6 i , - -..1 4• (SEE ELEVATION p-..----_.- _ PANEL LENGTH 1N � - , tSEE ELEVATION g c --- ------ ON - "L" MAX a IpL� .I 1• X,_ 1 6 I (SEE ELEVATION II ,-._I _..-.__. a-.^-- _ PANEL LENGTH p -1.-- At _-._...v iv fW*I. LIO'M (SEE E1E141T1C4 9 1 ON 'SHEET 12 N "j 'L' M,NL '�..-.�_ MAIL. _ _.IENCTTH p 1 IarL I DN SHEET 12) tl _-..T._ _ ) r 1 PNiEi 1EN01N 6 F CV DOW 12 I ON SKEET 12) n i PANEL LENGTH a_._.. r^' Lt"SEPARA ' --__� a� !(SEE aratON % .. .Ir.._ .-_- ) _.__.� (� ELEIAAIKN 9 -"-` (SEE ELEVATION N 1 (SEE ELEVATION i..f_ 9 . TO GLASS. I a =. ..IN1111 Xw_.__.r..__ 'C7 BEET 12) N L N n ON SHEET 12) FON p 1L� 1 V tl - - ! ON SHEET 12) ` It WAAa1�TkON--- 1 p X ) L/s .- I ! S ro oIAA -_ 1 .0 �"---SEDAN tION- t to 1• MATT-AM170N N•--SEPANATIOFF.._.. n0'----SirPARAdIGM ; - t i IR£T ,2 8 i : TD atA95. 7 6. S ; L�2 1 TO GLASS.. k to GLOSS. EXRtINXi POUREQ ED.• f 1 : EXISTING PWIIF,�; E D • �� L 7 • : :. r'._ 'L7 `^--� - ._�_ I L-1 ; N :. CONCRETE oR I fj, 1 - CONCRETE OR v' -� 3' i at2 ice;. ! F ii' _ - LASS• CONCRETE BU= t / �� CONCRETE moat i" ) 1 �' -.• + 06 �� I F 2 is REDIARM j I a yr fm REIX31Rm. 1 Olevow -- _ - 1 ` ' I -._-. ��J{ 1 1 • a ur 6• E0. - N -.._ ' _I-._`.___7 !_ t I `.... a 1�ia ,• Mi !, ._ _._L_.._I 1 E0.Ify - �aF.a .✓ i ! I' I ,� `� 2'.•'.�•r- � •� t 1. -�. 1a 1'. t if; ��:/ PRATE _ ;i I� '1 ) Py W. I i �) l i f r aecuxxn I't �I 01Y, oA 2'x4 wo0p I 2•.4• l ( /•� 1/4. PAFIEl11ATE Pl,(1$._.__ffift 1/1. PINZlAN1R PsuS-_ �� -� �4v TAPcaG I_;, _ 1 4' 0 9, t 't` _�{•r TMtOrN rs• woo I p ""n`.' _ 1 - PUTT {'- ■ ■ ANCHWN • ,2 f O.C. LS ANCHOR (BEYOND) -' O ANEL rrr - ANCHOR B v D.C. ANCHOR • 9. O.C. } ANCHIDR • 9. O.C. PLATE "T I i i i 4 :4 ,ti /2` ,' i ! ' t 4-0 TAPCON REQUIRED �t REQUIRED { _ STADCEREO W/ SILO 'l SrAFSENEO W/ SNO t j REQUIRED --% i - H 4. PAN6TLMIE PLUS !. I 7/4'1 PAFELY,AIE PLUS WALL NOUN�7TPtti5 t 1 a4• WOOD N• j s A+cNGF o N' o.G. -ANCHOR o 12 1 o.c. ` i } ) i I2' t U wcnLw s u t/2 O.C.o on M[TT6 /s a is FOR ANCHORS T1PE a SIMCNG FOR BONE N. \ i , • r„� RE�5� 1MINYAMCNORSPACWIVILA7M INTO �N49�AOND MX mrE nANla ' -fi�..r ._.. y�r. .- ARE NOICOED ON GB SCNmML FOR E0. LOAN THIN s ocloam ON SLIFDINE IKOUCE ANCDR SPACING 9Y ■ � M0.1l LImp; SPNM omm ON SCHEDULE of THE �'T'[ 2�w Po U35 WIMTM FACTORWINAL6. FOR HMS 1GAIM FOR m 9E A LIE EL ��� � i� L INDUCED SPACING ONfARIm USN FA" SHALL Nor K l8' INN IRIINNY YAC919 NR'ATm ITN EACH AINLIILW MII/14NIN,y iH1ININAA .TYPE Or 11eB BGRDIAL W Y STINGS ANaa TWt __ ✓ BONE 3/0.1 pl. TI SCALE 3/r-r SCALE sle.i' '/9 .. 1 •. `'Vik A: r.it IJJaLL YOUNTINOS WALLgL_ �Li..MI�{I NOS ER A. 1(�lt waN ! �; 'VCENE'•,A� ��CENT FLORIDA Bu1tDING CODE Nan h Yw14Fa Nurrleane Zone44167 FLORIDA BUILDING CODE Non High Wbc Hu Go" Zone immAL now vmw 00 3 S 2� s FLORIDA BURRING CODE Non Il h Velocity Hurricane Zom •YNNeQY16N dI,rAM OA) 3 S 7k * •i * NM,pm tit38C4 INC. 24 GAGE GALVA2RZED STEEL ST(k61 PANEL r.P' NDIE.w>L ; 4aaw I1L1m0, INC, r.P. NOTES: t * ; ,>7'H'Lp %Am m _ a NMaN sr 44167 L 24 GAGE GALVAN2ED STEEL STOW PANEL LNWWN ee 24 GAGE GALVANIZED STEEL STORM PANEL a NPAK34a3 ar.Nl. oY,Y A) 3 3 +/3 g 1. INSTALLATION ARE DAILY VALID FOR A.S.D. DESIGN j * _ �- 1. INSfAL[ATON ARE ONLY VALID FOR fA%. A.S.O.STATE dF . =' °RaN Nr AVM. R ago= Im IIICI9W '� STATEwilg/ _- m/v/m6 PRESSURE RATNGS (P-W- AHO PANEL LENGTHS AS 1 1*- * '. m/1F/2030 Z o'•.-- NIL E C O me. PROTECTION PRODUCTS, LtL'. PROTEMON LLC. DAn o A '2 )RI- Doe PER ELEVATION ON 12. STATED B44iEC O NNNe. P U 4 DESIGN PRESSURE RATINGS (P.N.f) AND PANEL O' FIOR TECTION PRODUM ~�� �Q .---.___... 4t• 44m cos 61 $ No 2. FOR NEW WOOD FRAASE CONSTRUCTION: WOOD y'• 44m a.R. 61 sow LENGTHS AS PER ELEVATION ON SHEET 12. I L E irr O IMc PRO U�. N,X; Nu 3r a +: AX..vr..4lra n 3Nw TwE, n 33au O' F(ORiO ,: ' z.s+'z•7 Aa aw: Y. r: >e, .r awna N wN MAIL n. =14 2. FOR NEW WOOD FRAME CONSTRUCTION: W1 OOD S% il/ a •eC6 L F a/ 314 ZA� .r , LNa n -as . a. , tsR w,a, nwr: (6o4R16-13W Aft ("6)1w-NA7 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECK .4' 20-175 QN Al / y-L��?.sJ u. 3r�t, r 3a wow A 3.,N WME n. m„ _ r - HHINNAM74A f w-.. allo o-,N .FA,oND twM6r-7a,e. rw: tN6,pNP-NAn ! 20-173 ,4.,/,a.w DENSITY OF 0.55 OR EOWL- ,W.,M•.- MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC HNN11Nw1 ,N,e,; rN-+NIA.++., arl m-m, ROAM: p64)P6 -7Ni6, FAIL ANF11r-aM 3t _ r,r rl,-� rN r „rlr4N 4•R ORINs16 4S/'•••••• d-ODWt Asr wNrr e a ORWN4G tr: DENSITY OF 0.55 OF EOUAL '""A r'a•"-' ,ar.N, rr� r t14FNrO NN PG SE4/oampott/om WLM �71� P.e. r• ,,, WQf 14 O t6 i ro'TE 1MLTa1 A TOUT A.. PE •A ma NIRT tII N M PE 2mism ,MLTFA A 7B38 tx.. PE +l• aQr Ia tP a J SHEET NO. SH 1.4 /i4R,' OFiL EZiHie, Ez1W/la ANCHM (SEE SECTION EZI a ATORMATNE EZ/W ON sow ,a) 1. 1R �.3' MD.. _,j�i �j► n �LBn. � �J /rE7' i�(SEI• 9 (WEE NOTE Y) w 9 NCITE Y) � IIT I'JII IT 1 IiII' Ida (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTER r_T- 1(---T I OF i IOR PANEL) (END PANEL) - SEE NOTES 2, S. 4 6'-0' MAX PANEL LENGTH *O a/- 40.0 PJ./. 1 - HI SB (I f BOLTED PANElS W/ ,/48-20. i' 7 5.5. {OLTS M� a EA OYERLJW (SEE SECTON9 AS APPLICJId.E) L _ L.,j_1 i._1._L1J oB, T. _ ._ T T. r__.I �_ - �_-. JJ_LLJJ_LLJJILLJJ_L� 1JILLJ LLJJILLJJ-LLJJJ•LJJ_L1JJ-1______A • 7' hem SEE NONE 4 --.: 3' Ill. i'9 o/@ 1• Mtn. NOTE J _�/f /�+ ANCHORS �.�----i`(SEE SECTION EZt a ALTERNATIVE ¢1w ON SNE£i ice) EZi/ta, EZ1W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL M SYSTEM (t) O SECTION A -A NNpNNNHNIpW SCALE: 3/32 l" ,N`4i1L41 A; TILL/T or. ENGINEERING ENGINEERING EXPREIBB® PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 1�7•71�09� 1,, - R2 EX Project NorWer. 20.31543 Product Manulechuer: All American Shutters and Gkes Manufa furor Address: 1540 Dame Road VNast Palm Beach, FL 33409 Product Name & Description: Galvanized Stso Storm Paneb L oW MHWI@ Impeci Resistant Scope of Evaluation: This Product Ev&kMm Report is being issued In accordance with the requirements of Me Florida Department of Business and Professional Regulation (Florida Building Commission) Rub Chapter GIG203,005, FAC., for MMew)de acceptance par Method 1(d). The product noted above has been tested and/or evatooed as summarized herein to show compliance with the Florida Building Cade Seventh Ed *m (2020) and to, or to purpose intended. al Owes equivalent to that required by the Code. Re-evakm8an of this product aW be required following per(Tnent Florida Building Code modii8eations or revisions. Substentleting Data: EX drawing 02041543OBed'249a Galvanized Steep Storm Panels OWHZ 6 Non-HVHZ)". sheets 15. Prepared by Engineering Express, signed d sealed by Fronk Bennardo. P.E. IN an Indegro part of this Ev*kMon Report • TEST Uniform stetiG structural pwtwnwnce has been tested in accordance with TAB 202 test standards par test report(s) OBT-ASG-17-001 by SbekwaW Tasting, Inc. Large missile krpaet momtenos and cyclic baring perbmronce has been tested in accordance with TAB 201, and TAB 203 test standards per test report(s) /BT-ASG-17-M by BMdmow TeWrg, Inc. STRUCTURAL ENGINEERING CALCULAT110111 Structural engineering eabuMions have been prepared which evakste the product based on comparative and/or Melon al onslysb to qualify the following design criteria: i. Maxitrwm AOoweble Spans 2. Mbimum Allowable Spam 3. Mkalmum Glees Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAM 0 ENGINE ERINa EX►RESS. COM E NGINEERINGEx PRESS.CoM :,•rrr-•, H',Lx' -.. =re:..e P:x mx rieD.-v rt,AFI. v: Pi.rr :wnPHul_-uL f L�X� �IalllU tlxyrl �IiTK <rall C�K O7 -3111. 11A T R A>µn Sea CAL C'!M 112 y;a LI.LL n:n r<-rt xJ" s l,l.`ALL aJ51 rr�" X CI1R J 1 ,11 fir^ µ,=Run_ RI�DWr MOINrDII: EX7R15A7N6 rrt ...E=•:,rc rE0. H:-h 7I F In^ .iL7xr' m _a a1F1.1ut /"�'MLL MWM 43n11N U rP. P: CIl2 H ,JtJ c � r - eRff•iHLIE _ `xlcnl_,iu livrJ/ •xl ALL NN� NV.: �,rl. U'!' YM:C/llrun:l 11M.1 -:I IDX /y t: n IXINI ItNIK WKIN, N I:I MIN t LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES pall E-Z HANG STORM PANEL SYSTEM NG OFPA+EEL + Cont. TRACKS TOP a BOTTOM. (2). ENO PANELS SHALL ALWIy'j5 BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BM (Q7 $tiR1L DE FRONDED AT TOP OF SUCH PANELS. (J). O FIND PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4'e-200/4' M.S. W/ 7/8"60/32" WING NUT OR 1/4'ox3/4" Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.c. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TW{LK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 nn.pN. ENGINEERING Page 2 of All American Shutters and Glass - 24ga Galvanized Sted Storm Panels No 33% Increase in allowable stress has been used In the design of this product. Separation from glazing is no required for Installations outside of wind zone 4 and essential tecititles. impact Resistance: Large Impact Resistance has been demDratrNad as evidenced in previously isted test report(s), and Is accounted for in the engineering design Of this product. Wind Load Resistance This product has been designed to reabt Wind bads as Indicated in the span scheduls(s) on the respective Product Evaluation Documnt 0.9. ongineadly) drewing). Installation This product ehoR be iroLNd In grid compaarlm with He respective Product Evaluation Docurnal (i.e. engineering drawing), a" with at components noted Beret. Product ownponente shot be of the mote" spooded in that product's respective Product EvshoWn D-rd 0.9. engineering drawing) Limitations 3 Conditions of Use: Use of this product shell be in strict accordance with the respective Product Evaluation DocumeM Q.e. engineering drawing) as noted heron. NI supporting hog structures shall be designed to resist all superimposed bads and shall be of a nreledal listed in OVs product% respective anchor schedule. Host structure conditions which are rot accounted for In this product's respective anchor schedule shot be designed for on a s(te-opeci6c basis by a registered professional engineer. At Components which are permanenW irwWftd shot be protected against corrosion, contwWnWm, and other such damage at at times. This product has been designed or use WRh)n and outside the High VeW* HuaNcaoe Zone (HVHZ). Respectfully, ACyM 1R^'.. ���:49f'-- Frank Bennardo, PE ENGINEERING E2PRE83a #PE0046549 I Cert. Auth. 9885 160 SW 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396.9999 TEAM OEMGINEERINGEXPRESS.COM ENGINEERINGEXFRESS.COM rALrJDa'CTNFI ^r HUWK M-NNNIINI PF P- 1M.4w Cis X1BR� 4 1 M S i4 1Fl1 I1MM uNl Iatn= �i u� �i cs�- n z ni g 4 i # N w pu V 1A l� HI4H v '-w. i PLL 4-ta':. :a u:utl:_M U CDLAG/BOOR MOUNr 1CRtON ,,,--h,n 6i 4d� LLJ st fA� 4- '.n ,ALET-- +:.: )IV'.•�L-CI MUY,1' JF,4 Pnr5 JVi.I:q iW__, . - Ie � zq • S n IYVL MAY VAA K4'- V .YyI rr tQ�� LLI .q PDrl!ir JJusEc . _. ... `. J: i-T.ri i.'"ei n �*Pv.Li3iiv -•4 u1t s s-.: ,YJ�E ♦ �JIT�"C: L:SS F ,tj ..' :; •x:, :IIT+�. IN4' •i T1Y •3x.vY'^ r'.'.u.". _.nu nA ,.x T i w•'N" ; LLL A�Lr 'r•A•rr.nr :•eivJrl_ .'o rvT:,=fvrne.. •. _. ".-_..-.w /1 OMf7RAL TONBOTIOM Cl09U0.E D-`TAR. ,a^n 20-3151113 Fs�-� INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL (1) INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES VA MG �i , 4'e TAPCON CONCRETE OLM j' REOLOED ANCHOR @ 12' O.0 P" 1 ` t• /� %--6 taRt' HIF1I HEM TEX RIDOG 140' HER HEAD TEK 1/4-0 TA/CON ✓ ANCHOR @ 1Y' D.C. FROM REgAR® 1 SOME FROM i 7 I� _f11 EDGE OE(6V 0EDGE OF �4' 1- M .i) E.D. 1. ! r Ybl I I '; ,• ,. I ,n" - - 1!. e0L1f N IP p1' Ytn. I 1/2' (D R4a `e- _.. _ _ 1 1/2' N N 1 i 3/,B'e EPARA/NN--_ i) T/ts'e PDP �siD -••.1ILIRIVET UM 0U1S6. NNET RM POP N 1 ' RIVET N I -O M£T fs BM,4• N I _-_____- ,a�,•��Y____ MAX A A ; ) PANEL LENGTH e -. _ -____. __..... ..-1 FPAWLLEL.GiH 4' w�ae6i"" a E r R- _--__ L..I.`- -1 --O i e To CtA55. i O TO j tHLArBSCREw ws E GLASS. OF l' -2 e 1 VERCREW a I N H' E.b. I ' ' ( , YAA -E\7✓I 11/4.6 TAPCON ANCHOR ,i 1 a 12" O.C. 1/V& TAPCON _. POI+REO 1 !I 2'N• WOOD ANkTl CHOR @ 12' O.C.\� 14` i `.�' BICOLORED CONCRETE BLOCK REDUO". WALL MOUNT]ING WALL MOUNTING SECTION EZi ALTERNATIVE EZ1W SCALE 3/8-1' SCALE 3/8-1" NIHIIINP DER A il(4 y`► ''vCENy�c' '9 FLORIDA BUILDING CODE Non h VelocityNuMcons Zone) �' # MIN. PANEL LENGTH m[m mrtm l r.r. 1. INWALIATION ARE ONLY VAUD FOR MAX. A.S.D. OESK�1 SMALL BE 2'-6' _24 GAGE GALVANRFD STEEL STORM PANELPRESSURE 7STAMM RATING +/- 40.0 p.e.f. AND 6'-0' MAX''.> ��0ipPANEL LENGTH. ^. BAL PROTECTION PRODUCTS. U.C. Mail2. p FOR NEW WOOD FRAME CONSTRUCTION: WOOD Off: Z� • Awn .e10 fir. 51 S"W • Dec n. 313M MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC ,T Mm a. r sa IwP.F webs - 20-175 / yi $!(�� (Chi �!+'t•N�-NDF� 4N-Em PIMX[: (W)w-7A r. os-lom-sM7 `AA DENSITY OF 0.55 OR EQUAL. r /NNINtRLLt1lAy9101NTNN/Mm CA-6MOFiae w r .Rl�w DR9161G Xx 4NLrr31 A 7NiR Jr., Pt. SMp ,4 Or 14 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED t--(PERP, TO PANEL SPAN) TOP MOUM (COIN Tvp. TYPE AS RE-Q'D) SECrI STITCH BOLTS WITH H WA RED STI! WINGNUTS FASTEN® @ '� °•• OVERLAPS @ FU(15PAN (USE APPROPRIATE SPAN TABLE) D L� JOPTIONAL MAN VIEW MASS" /TrrW ) BOTTdM MOUNT (CONN TYPE AS TYPE { N RO. 91' MAY BE AT �/ 0.375° & BOl-TOM i TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNT (ComN TYPE 12aJax AS REQ'D) (SPAN ABOVE TRl1CTiOH) y--- BOTTOM m a1Nr fB � t AS RE TY AS REQ'D) x ' x O -OBSTRUCTION (LOCATION MAY VARY) > Nf TOP MOU NT 03 LAS COINN TYPE REQ'D) BOTTOM MOUNT (CDNN (SPAN BELOW N BE TYPE AS REQ'D) ossrRucrlDN) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL K'-20 STITCH BOLTS WITH WASHE RED P0.WIIlE) THAT CDNNECTIOPS AND ANCHORS ARE USED WHICH SATISFY WINGMITS FASTENED @ SPANS ABOVE& BELOW OBSTRLKTION� OVERLAPS O MIDSPAN [USE APPROPRIATE AN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.TS, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINMHtM STORM PANEL SEPARATION FROM GLASS IIY WIND ZONE 4 1 NZ a ESSENTIAL FAau TIES) MAXIMUM - _ _ DES" A PRESSURE . SPAN I i AIN tt II mu E 1 INSTALLATIONS LESS YE THAN 30 ABOGRADE INSTALLATONS GREATER THAN 30' ABOYE GRAD. {PSFI I • 130.O in ---6�06W 2111 + 3s ( 130.0 M 606. 1.361n / 130.D In 6A61n 2.16 n a/d5 130.0 in 606 in 2.161n •/-50 130.o In BOB 1. 2.160 J1 + 35 / 306.6 M B.OB In 2.i5 in •1-EO-rt 83.2. 6.09. 2.53 In ♦ -6S 31 2 / 36AM I 6.33N 2.90M - aj-72 i 27.0 K, - 1 6.33 N 2.981. WAN 'l 11tUULt IVU I tJ: 1. ENTER SPAN SCHIEOULE5 WITH NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE (DADS LEM THAN OR EQUAL TO NEGImNE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CONIUNCTiON WITH ALL MOUNTING EXTRUSIONS ('F'-TRACK, STumeo ANGLE, ETC.). USE 6.25' O.0 PANE. FASTENER SPACING TABLE VALUES FOR ALL'H•- AND'U'-HEADERS (INCLUDING BUILD OUT CONDmaNS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE JIM HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. GL ASS ASS SEPARATION SCHEDULE IS NOT REQ IM AND NO MINIMUM THE FROM THE OPENINGREQUIRED. MAXIMUM ALLOWABLE DESIGN PRESSURES:NN aS NOTED IN DESIGN DESIGN NOTES: I50-IEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENG iNG IN ACCORDANCE WITH T p� the DU THE <tU61FED ]N ACCO DA WITHIN 7p CHAPTER LEW OF THE FLORIDA BUILDING CODE SHALL I LESS THAN OR EEQQUAL TO THE POSITIVE OP. NEGATNE DESIGN PPPSSURE CAPACITY VALUES LISTED HEREIN FOR AN, ASSEMELr A5 SHOWN. GENERAL NOTES: THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN INCREASE IN ALLOWABLE STRESS HAS REIN USED IN THE ?T ENGINEER OF RECORD FOR THE PROJECT NIrH WHICH THIS DESIGN IS USED SHALL W RESPONSIBLE OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH VED BY THE PERMITTING CONTRACTOR, MSP-RC'Se O MOINEER3N0 SMALL NE Rl!QQUIR[D IN FROM LOADS, 0lFLKTI@1S, OR SPANS CANrmeo THIS ENGINEER FOR ALTERNATE SPAN CALLULAMONS AS )ETµILE HEREIN IS GEM[RLC 0.N0 DO[S NOT IROVIDE A SPECIFICSITL FOR SITE CON DRIONS DIFFERENT FROM 'ETNLED HEREIN, A LICENSED ENGINEER OR REGISTERED PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN + THIS DOCUMer+r SURES NOTED HEREN ARE BASED ON MAXIMUM TESTED 9. STEE4 660 GALVANIZED COATING WITN A MINIMUM Fry-48.1 KSI. 20, ALL ALUMINUM EXTRU5EONBSKALL BE 6053-T6 ALUMINUM ALLOY, STORM PANELS SHCONFORM TD ASTM M5] STRUCTURALQUALITY UNLESS NOTED OTHERWISE. 11, TOP 6 BOrTDM DETAILS SHOV/N 1MY tlG INT[RC HANGED AS FI[LO CONDITIONS DICTATE • PAN ELB MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 21, CONCRETE ANCHORS NOTED HEREIN SHALL R6 EMB®DEO TO NON-CKACKED CONCRETE ONLY, INSTALL All CONCRETE ANCHORS PER MANUFACTURER'S RECOMMENDATIONS, 13. THECONTRACrO R15 RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 14. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGNAS SHOWN ONLY. USE OFTHIS SPECIFICATION BY CD"ILACTOR, eL L.I. INDEMNIFIES & SAVES HARMLESS THIS aNGINEM FOR ALL COST 6 DAMAGES IN LEGAL FEES A APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SY67M ERECTION, & CONSTRUMON PRACTICES BEYOND THAT WHICH LS CALLED FOR BY LDCA4 STATE 6 FEDERAL CODES 6 "ON OF THIS PLAN IS EXCEPT AS E FNO ADDITIONAL CERTIFICATIONS CERTIICATIONS OR AFFIRMATIONS ARE IRTIAOD16. ALTE,MTIONS,ADDITIONS,OROTNM MARKINGSTOTNISDOCUMINrT AN! NOT PERMITTED ANC) DNALIIMTE THIS CERTIFICATION. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL EVERY 3.0 FEET CONTAINING THE FOLLOWING IN PER FORMATION: VISIT ECALC.10131643 E $rro-I Van Pa,JWN,gIMLMAH•, IOprr•• 1A90tIICJa . MINIMUM ALLOWABLE SPAN SCHEDULE �i� � ti t'il Fi ESi ®Erb EIi RLi Eli F_-7 E.�3R' ���CiE3ELiE:SiE.-`7i E'>.i([�7ELiEr�E7i ' DO..EIiE3.ELBG7ELiE� Di - �E>J7�iE�E�RDE3E3L9E3L7i(.:JiE3E�' iiiTa J' EiF�iF=i®...[-7E'ci[.7t13i. .i•' ''�"1E�E�Er�®E.'7E�QiE�E��®ES1i EIi®E�iB)_iC78 ua"00, iT2C 700�0.ETi1©.ELi�ELiEA7E7 EZiEZ'i ELiE�C'70£i C]7EZiC37E310 E�T"_T�.L^�?1 E=liEs� Erb®E�EiiQiiE'i E-iEJ�/LiG E^."�i MMMN"f".3E 7E�i�AiE:JiE�iiFJ7ESaE JIE�DE �7Erx71 cviDmaa A; Ta w eono"M :ANei IZNcrrHs`LEss * NnrEoiN T:ae :ernt:Ri ACCEPTAMe. 2. NO SWAMTON ROM cuss Is AFD WHNI PANEL 1fI1GT1 O SIPIA 1A1/ TMr 11DTF0 FOIa Aso - USE [A REseErnve MouxnxG CMn OMN.aN Aeove. eW 1. SrISF Q,19u•E5 A IIIM r0A NL 4U1 ,NIT WxMe S n LDrA1r MDVNr9 AME AADVE 3os osuAS Mae Nor V4E TABLE M3ILISS T 11- 22 COXDI OR D 6EPSlal AND 2 "PJA L14L a PHR DST 'F , Ae'DRIJIIE Nl •. TAME MP 12 I'ro 6, %'32 wnN OR wnHprt smcM 1w75 AND i PAxELs s Bp7H wITM .ANAL r4srMncau.TaA.:s-o.aN a 4M S. PNRLS M4r X' MWMUM USING phi 1 GP TIE OPifONK TOP O0. 60TTOM CLOSUAeS PER OH+ING IeNI bETAct.Ah'k'1. V6INGANY NOUNnNG CDNDIRON LOAM O r,aSR DaAWiNrb. /�10PTIONAL INTERIOR FASTENING DETAIL L N.T.S. PANFLIRSTAL". INTERIOR a 1' S.S. SIDE W eX1R1,6404 70 ADRL2NT Pill rKRTOFR NOuxr Lcoxl+Tree u 0.FOY 1 eMMo. CONK Tref A5 AEQTI i. [eM' lu ANCll00.5 AT EXISTING C0IK OR D 9AQNG O NAtf Tf[ MO W W MOD.R NO VKUC. IX ANCMM WOW RNI OG SPAOrlO T441f, a 6aC 1-1 AolACIAl TD ECAessPAMSI /,;LOPTIONAL EGRESS PANEL DETAIL m INTERIOR FASTENING alAl1��-CC�MIMNDD IE PE{�W54BU )665 e : 1 � In iI :,av _ NEayy_ c1 ); 91 O I 20-31543 1 4 p-2.250'� 0094, 2.�` 2.x50' l/4 a0 BIDUN �` 7-� qM .50• p 1�1 .i P.'�.125• 0''''�_r0625D.I25"18GA S �,+L 12A1, 'fin TYP. TYP094 ,D9z1,930"91 1.930" ,D•D6x" �J _ .030" �.062^ 0.062" 290•J-42A00"I- TYP. 2.000"4- it y��=� -•I 2D20" Z000" I- wt1C��1 §.121' 1.180.. lam.! N' HEADER i 7 'aJ` FfA�R L.1Bueb-QUa V. FEAOER 4Oµ Il J-PNI CIfdIRE n (D I I �� 2! - I f 3.380"MAX. li-0.313" "C'! 1.5! 1.5E0'I�-iL.560' ll510 0.365°--I 5" 0.376' Sl 0.190, 1^ o1�SS NEI;z 1.007"� # a 12.500"PANEL COVERAGE -II L O:L79'•-( 655' 0.19E pT-I IJ-D4b 55" 0.19D'-'ll� 'ON. f i+` N 14.875'PANEL LENGTHBi 111�P��9•, e 1III�� 0.545° 0.5 4,i5D' rr�DIRECTfONO��0.090' .z.DOO.'„o. RwwvN 0 .215� R0.13S .NOS N IJ4-4 sutD-6IJT 'P mAaE �^F• TRJTV �� �•P' µOP_ ��1 0.090'� r wxOwr o.95T X -1 ' . 1 0.190' I �l '.1 "a. r-r, vn To ::I.j=:lam ^-�-� : 5>E .... ' ,p 1 f a IMF D! EG 5 =.IlON 9a M . F�3.D00• 0,12$' `- R8,BR.D R O ELTINDMI 1D00" I I a:vi0-': DI; --,CC O°CATLP. OVERVNP ua.:H n7w ;. :.,Il U4ax iA .zs MAX. 4" MAX. A CORIJRCID9URE DETAIN. 1 I O.18E" - I P•:I,,a":`)'caere .2S MAX, MAX. 2 v. � rA �•Mcr.:l.,r, BUILD -OUT 11 :T•m:r-Iw-',1 v W .D-, RPM• d 1 Y'Pllll MU III a ^ DISTANCE T , P �f1 l ( DEPORT IIIJAI iA iP, 3.00D• ;+•• n:lrt-t L• : •• H: „IS::J•IVxf:•, �'•,�i i�: w EMBED *-# :21tIA L!'U.�IrJ: JIz: Jv rwlk I.Doo• ;m. N-r. :cer. i�_,-rxreiiv i�x Par�.w.�.� s:Fm.r rs.ma BB OVERLAP -1P°•e1RA 3.820'. 1 A-'IA'%it .n: MAX. UI11a G r<•_4 �25•MAX. II MCMIXI RSIt,J nYlAx \M MAX - MIN. MIN. IRA[ 4" MAX. •4®�:'v.T Irv'. )E31v. r.•n=Aa�rC4.ItaL MIN. I .ODD' y Ii6' 1 b=-If JiJA nniL 6' CORNE0. LRE DETNI 4:C'3f•„_l+,:N>:;'+ a"'y`":I. C:,,•:n>-. 6 BED' D TMP MCUNT CL05UPE OETALL n-CR.!^.r..ir ,61y p ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENE AS a 12, S' D.C. 2.5- ®6B OtSTANCE .6 jF M•x •�N ANCHOR PR[lerNx TYPE PaP SPAM UP TO W-D' GPM UP M r r SPAN UP TO 10-SP ME TIP! C1 C2 C3 C4 COHN TYPE C1 C2 C CA 3 mNN TY►E 1 C2 C3 4 C C ]4• TU CNOm 7/ 3/ 33 OEWKT ULTRACOH 41 4R S7 11aaaBt► 12:5 16.0' ]4 T" 9.9' 12.5' 160 30.2' 6.E' 12 5' i 6.0' 4 ]" 61' 12.5 16.0' 111r' SO' 16 0 9.2 5.5' 12651 16.0' 6 ]' S.5" 11.T 3z,S 160'301" IVY' 9.3" 66' 6.3' 125' 12.5' 160' 16 0 RA' 111" 5.1 3.4" 12A 12 7" 16.0' 81' 1&0' &1' 5.4' 5,4' 1Z 5' 16,0' i.l' S.4' 32.5' 16.0 B L 5, 4' 12 5' 16.0" al- 5.4" lie I- -iMH1 3• / V 3 O[WKT ULT OM FI4 +1 40 32 T2 11.5" 1fi 0• Ifi0' ifi 0 13.5' 76.0' I5.0" 12.0' 12.5" MD' ]3 4' 111, 2.5" ]6.0. mot& 179' 1L 1 0' 1 9. 125' 1fi.0" ]2.0' 9d' 12.5' 16 tl'349' 319' 12 !' f60'119" B.S' 125" 0.01]l.B' 95 11.5' 160'136"11[7' 12f" ]6011 aE 93" 12 S' !BD' 1 D" 1 ➢S' 12.6 16.0' l9' } 9.5" l: E" 16 0" 11.9 9.5' i2 5' 16:0" 21.8" 9.5' 114IItl°FM WII /. 73 ALL MIM9ROLID SIT 41 4a �I,. D2 T 72 13.5 1a0 Y60" 160' SL !' 160" 117' l21' 12 5 6 t .D ]40 11.9 12.5 18,0116.0" 15.6" 12 5" ]6.0' 17.0" LOB' !2 S' 18.0 12 S' 12.51 12.5 160 356" 360' 14.4" 137 12 3" 125" 12.1" ]60' 16.0" 115" ILL, 10fi IDS' 12.5' 12.5" 1fi:0 125'10.6" 1&0 12 5" SOS" 12.5" 16. 1 5' 30. 2.5" ]6:0" 12.5" 10.fi 12.5" I6.0' x.5" 10.6" 4' M XHU 33 IJFWN, PAAF. H - _ .... +1 44 ITC 52 72 11. T' :12.5"]6.0' ]a.d' 36.0' 16.0' 36.0' MCI-12.5" 12.1" 14.0" 18.0" 140" 11.2" 10.7" 1 A" 12.5" 12.3" 16. 0" ]6.I" 16, 0" 35.8" 12.6' 11.3" 12.51' 1215' 16.0' 38.0" 13.0' 12.5" 2 L2: 5' 16.0' 3 S.S' 11.1" ILL1L is. 16',1 3/ U 33625" YIN 31U IPN.YJMCDI Om 41 A9 52 72 ,/4°. I-t!4 IMxll )3 OFWNIUI IIIARMIxJ 41 49 52 T2 429" 12.5' 12.5' 7.1 6:25" 63' 16.0' 6.S' 6.7' 635" I1.7' 13.7" 625" 11.. 6.4' 4.25" 6.25' 11.7" 10.e' 6. z s.. Ba" fizS• .25" 9.3" 9 Y' U $ I/4 + 1-1/4'HMxFU 33 TTW S.S. TWON 41 4tl 52 7 12: T' 12.5' 16.0' ].!' 1.3° 12.1" 13.4 3.2 15.6" b.0' S.B'10.8" 4.x" !.O' 4.0' 12.T' 37,3" S.I. S.0" 625" IDt" 4.l" 4.0' 6.25" 1 .R" 4.7" 4.6" 6.25'. 10.7" 4,l" CO' 6:21" 10:2" 41" 4.0" 6.25' 1D,712 4.1^ 0" 6.15" ]0.7" 4.V 40 6135, 50.7" 4.1" 47w" s If'1"4 /fin FNnHJ 33 ALL MINTOWLID SD 41 49 !' $2 ,'�saN 72 12.5' 10.0. 14.1" 11.3" t2.5" ISO'- 9.7" 7.8- 12,5" 16.D' a.7" 7.0" 12, 5' I6.0"1LT' 9.1' 12.5" 160" 7,8" 6.3" 12,5" 16.0' 7.8' 6,3" 12.5' 16.0' 9.7^ IN' 12,5" 16.0" 7.7" 6.2" 12.5" 16.D" 7.7" 6,2" 12.5' 12.5' ICU' B.9' 7.2" 12.5" 16.0" 7.7" 16.0" 7.7" &2° 12.1" ISO--7.7" 6.2" 6.2" 12,5" I2.5" I60" 7.7" 16.0' 7.7" 6.2" 6.2" 11"a 11(i'IMBED 33 IFWNI MXHI MAID a 48 52 72 32.5' 16.0" 114' 11" 6,11" 11.5" 4.4" 41" 423• 10.3' 4.D" 3:7" 12.5' 13.4" 5.2• 4.8' 6.25" 9.3" 3.6" 3.3" 6125, 9.2" 16- 3.3" 6.25' 11.S. 4.t' 4.1" 6.25" 9.2" 3.5" 3.3" 6.25" 9.2" 15' 3.3" 6.2T' 6.25' 30.6" 4.1' ].B" 9.2' 3,S^ 3.3° 6.2]" 92" 5 r MAx DmON ANCHOR, PRERNYRc Me Psr SPAN NIA In a'-IY LIP ID e'HI' HPnN UP n 1.1'11If N E CON TYPE C1 C2 C3 C4 COIN TIT! C3 C2 C3 C4 CONK TYP! CS C3 + o c 1/4' a 7 EIeED 73 III M:KFW 41 46 52 72 12.5' 160' 160" 10.9' 12 S' 16.0" 16.0' 7 5' 17 S' 16. f .0. ' 6.7 8 0 12. T' 16.D' Las- a 4 1 2 T' 16 C" 1 . ! 0" 61' 13 T' MY' 160' 16,0" 7.5" 12.r 16.0' L47 6.0 ] 25' 6.0' 14 6 3 .7 ,0' 11.5' SL.S' 16 0 16 O` ISO 147• 6 D' 60' 12, T' 12.T' 16.0' ISO" 31 7" 6 D" L47" 60' H.Srl l2 S" ' 14 T' 36 O SA' '147' 3 a 0 6.0' 11x , 1 CRINCD 1!2' 33 WOOD BCeEW 41 48 52 72 11:5' ]60 160' ]0.1 12.5', 2 ALL L31 7 0' 12.S 16.0- 30.8" 6.2" 12.5" 16 0 141" 91' 12 S' 16.0' 9.7 5 6' 12 S' 16.0" 9. 12. 5' 12.5' 12.5' 160 12,0` 16 0 11 1' 760 9:8 7D' 6 4" b.6' 12, ' 12 5' 12.5' 16.0" IS all 60' 96' 5.6" 9 6 3 6" 96' 5.6' 125' ]].5' 13.T' 1 6.0"0 .6' S6' 9 6 3 6' 3 8.6 16-0' 9.6" 56' 1J4" a 1-1l4' LMD[0 73 TAP ORD'CPAS• 41 49 T IaM 52 T2 12.5' 11,S' ]6.0 16.0 160' 11.7 Y2.5 12. 5' 38 0' 16. " 0 L].5 9.' 2 D.l" 12 S" 32.5' 16.0 30.2' saffig 16.0' 9.2' jilatit L3;5' i2.5' 12.6" 260' ILA" 16,0' 10.5" 15.0" 9.1" 12:5" LI.S, 16,0' 16.01, 12,T A 14.0' 9.1" 7/"1. SIV FNBE0 33 Al. eUiNI I-1 4 1 WOOD sUSxn10 48 52 72 12.5' 16.0' e. ' 7, 7' 12.5' 57" 6.0" 5.3' 1 .S' 13.8" 13• 4.5 12.5' 16.0' .D•' 7 3.9" 1 2.31, 12.5' 15.4"S.W.8 5 5.0 .25" 11.3" 12.T' 14.2 " 5T, 47 62S' 12.3" 6.25' 13.3' ANCHOR NOTES: 1. aNOi00.SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN 5(Y1EOUlE SHALL Y. APP L 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENE0. SPACING, THE EXISTING STRUCTUREMATERIAL, a ANCHOR TYPE, SELECT DESIGN LOAD GREATER THAN OR EWALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECP CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION 1TYPE). ?. "PANEL FASTENERS" ARE STUDS USED IN CONIUNL"TION YJ[7H ALL MOUNTING EXTRUSIONS ("F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25' O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND 'U'-HEADERS (INCLUDING BUILDOUT COMMONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. 7. MIOMUM EMBEDM EDGE TA ENT AND E WS NCE EXCLUDES STUCCO. FOAM, BRIO(, AND OTHER ALL FINISHES. WALL FINISHES SHALL DE LIMITED 1/4SMALLER " MAX OR SHAE VEW FLED BY O7MER5 TO ADEQUATELY TRANSFER LOADS TO HOST STRICTURE. B. CONCRETE ANCHORS NOTED HEREIN SH ALL BE EMBEDDED 70 UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTEN ARE A FASTENERS IMOAOR S TE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHRILL BE LOCATED IN CENTER OF NOMINAL 2" X T (MIN.) WOOD STUD ('1+' EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SI44LLBE -SOUTHERN PINE' G-OSS OR GREATER DENSITY. LAG SC REW SHALL HAVE PHI LIPS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL-POINts SOLID -SET & BRASS BUSHING. 12. MACHINE SCREWS SHALL HAVE IW MINIMUM ENGAGEMENT OF TEAER DS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O- 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. Is. DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATIONS NOT PERM[rTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. IN .E^^•r''e ^W W VJ A"V > p -+•-. Q O C t6 C CD C O O O ^^W `` -0 Q .CD CIO L CIO .C- V/ Z W Z J N \ r f� LD I rL - L CL .0 C 0 O 2 V ' O W C -6-, a) red i I O L U) U CU O 0- CD Cn ca a•d•d LU G Z J SHEET NO. IS 1.5