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HomeMy WebLinkAbout6481 Bar S Bar TrlAl _ 'r : r ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rod. 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 FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm, Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, 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. CJ or C/J Circle Control Joint HH or H.H. HORIZ Hand Held (plumbing faucet) Horizontal SL or S.L. SPECS SPECS. Side Lights Specifications El LJ ❑ ❑ CLG or Clg. Ceiling HS Hard Surface (flooring) . SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation or SQ or Sqq . Square El FE7:1 a 1:1 F1771 0 El IDa COL or Col. Column INT or Int. Interior STO Storage COMP or Comm. Community KNVaII KS Knee SW S.W. Shear Wall COMP or Comp. Compressor or K.S.or KS or K. Knee Space Sp SYP or S.Y.P. o Southern Yellow Pine � E D 117 FE7:1 FE7:1 0 CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered [1:7:1 F1711IDFE7FEM7E� CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DIED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tubtshower) DTL Detail MIN 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 3' 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 1E ISI INI J%k I Ism 1941 A161KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS 1 3.1 3.2 F1-- 4 5 6 7 8 SN SN1- S3 S4 S5 SS D1 WP PA1.0 PA1.1 PA1.2 SH1.0 SH1.1 SH 1.2 SH1.3 SH1.4 SH1.5 COVER SHEET FLOOR PLAN INTERIOR ELEVATIONS c C L EXTERIOR ELEVATIONS I LAJ EXTERIOR ELEVATIONS T Ai, FOAM DETAILS c ELECTRICAL PLAN,,r ROOF PLAN FOUNDATION PLAN MONO ROOF FRAMING PLAN LINTEL PLAN AND DETAILS STRUCTURALNOTES DETAILS — ---- ---- - --- - ---- DETAILS DETAILS ---� ------ --------------- DETAILS RETROFIT DETAILS SECTIONS & DETAILS WATERPROOFING DETAILS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL ---... _----------.-.------- HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N N cw -- C N p 0-W r o � m x r C LL O- � R O 4 m N Y d •� � t c d: d� � u w mac•- Q =s A p a 0 r ���`��litlUltSttiJJfi r .•`� 005 I J 7:1r. J r� �c tLIA v --4 v� v' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E Q o fir' $ N O 01 N m fWE N M 257J N Lt if J LL LL S a V = r m� a 4 $' 5R. N O W IL N ci Zak o� Z h W ❑ ❑ CD v Z: z C'1 co z J— N — N (D cD L 41 � w i,.r _w z U Q • s YZ Z s sty ZR a Q EE f6 CI 28 K U U 0 U ZE N � a0 ¢¢o g ro ro C Q 3O` + m 0 g LL Z N � J ym r7b QW ern Z8 a W °. �Z im U i �� J L120 � m � Q M CT O C) �-- U) m C\I m a..r Ln O N 0) Q LO •— Q LO T E � c � CO � G z Z c E r y `m c ii U JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. C S - ". " 0 O H.B. O A O 25-HS3 EGRESS E2GRESS 11111111111111=1111C71�1111111=11111111111111=11111111111111=11�II�IIIIIIIIIIC]1=111111111111111111=11111111111111111=��� C]1111111=11111111111111111=1111i1'111111111=11111111111111IAs • -16" DEEP M A O- •-r_=l CARPETO - = ra ri :.-.. 1 1 .. .�. � • BEDROOM 0 . ■ I) 16 I (I 1.8 B.F.II 1 2-1 'IIIIIIIIIIII�C71l�IIIIIIIIIC]11111111111_. n 1 Cn LO 1 -1CID STORY! ■ LJ - FAMILY CARPET c In - _ 'D ■hi 11 Illllllllll�lll�lil�- -nWALLS -- LiIN'I d EDGE OF SLAB 2" • • 1 1. NOTE: FINISHED TO BE FLUSH. VERIFY IN - �u •- . � AfflA:::�8%ff&rLrLmm © •�■ ��h�1 :• THRU/--DRYERROO VENT Imp QCO uJCna . rod I I - - 1 07. �IIC]IIIIIIIIIIIIIIIC��a�1111111111111111C71111111111111111❑IIIi1111111111111C]IIIi111111111111C]IIIIIIIi111111111[]IIIIi���111111111[]IIIIIIIIIIIIIi11=IIIIIIIIIIIIIIIIIIII-_'. OWNER'S SUITE 8'-0" CLG. ... ■■■■ V-101" CLG. CARPET 1 BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN . REQUIRED ELECTRICAL PANEL . - o•- ■ f-1 VERIF METER LOCATION WITH BUILDER 15'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91 /4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" 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 20X26 18}X25} S.H. 13 20 X 38 J 18 4 X 371 S.H. 14 20X501 18JX50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 18JX714 S.H. 1H2 271/4X26 26X25� S.H. 1H3 271/4X38J 26x371 S.H. 1 H4 27 J X 50 1 26 x 50 S.H. 11­15 27JX63 26X621/2 S.H. 11­16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 } S.H. 33 54 X 38 J 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-Al SCALE: Y4'=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3.Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" A -A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1111111111111111 - .: 1 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 "A1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 20 TOTAL AREA 2372 PATIO INSULATION REQ. 23 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) I R-11/R-13 KRAFT FACED N M tl 4 0 AC2 cV W �ccm; .. w o.. f0 cm r y - ' V4 t y - C2 fC Q Y jN o> 5. E s c CC m 3 `- y.'y u d .� c c T a _ E R o a � r ✓•�• J `� 'ram _�� iz- rr�i'eltl��` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. oA W o 8 C W 5Lo W �CNv Q C J LL W Z -v a m c O W O m LU t) Cl)Z¢ IL Z i(10 0 N OU y Z V M z z � - N V)^'z 4 N - iy e •U O -� W g V) c �r ro � in U � L.1.J J r s z U c ID a � • N �w z M p� Z¢ LL E oLL Z® Q E r_ wo 08 w 11 �O r, z �i C. ado I z � ,-�, FZ mf 0 Zz zSOY J �x �m >z f o wl 3 �w o2 ?o U W a U 1 10 Tr �k sLL � � a � ° J a 'mod' zIa � 3 in >� J L `O120 a � COO M CT Y _xCD m LO QI O N o 04 ... O L0T ai E � CD Z Z E IT- � E `m a v ¢ o � JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. 1 � -- - - — - - - I_ - -J! L I I• f - � f'1�1,� e17 f � ft� 1�i 1 �ttf VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w MEDICINE CABINET O0 d' O� U- O� U- a O > tV M M I `'' M P, KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER rt - CV FIN. FLR. KITCHEN 50 9 F, NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD g SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR: VALVES _ w o 00 = G° SOAP co 00 o DISH U - t 0 LO LO 0 _ v' c � co t M M TTOUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY M O fV OPT.' REF. 0 KITCHEN BATH 2 e O 60 MIRROR OWNER'S BATH INTERIOR ELEVATIONS_ 42" H UPPER CABINETS — 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS — OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT IX o o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30 H BASE - co r CABINETS o 00 - 00 00 U- o i, 10 a 1'-2" tO 0_ 2xIn a _ in ono FRAMING *=104 - - `?' 1 /2" GYP N N N _r �? BOARD FIN. FLR. T Ilk FIN. FLR. j 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1 /2"=1'-0" N O N N o N W a� o N N ` C y C iC A O O. V i 0 i J 1N 0 W DVS , • , ;� . 14 j:.'" To the best of the Engineer's knowledge, Information and belief, the structural plans and spedfications 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 a � �� N$ o 0 --2 % a rZ N O LL y lh V J Q = J LL W o1ii �LLLL D- Z0_ °ggf �za �aY 3 O N `(,`0 �g9_jO7 m W w Z N Z Q J N = OU U W ❑❑ (-D Z Z n N V) Z m LU 'Fj OLLJ s N c w M Q a, o w Z M � U- 2 0 .� 0� f Q _® a E- O (� ins uij 0 xs0% oa W� z _E 1 a ao °a w mo (fi C - _ gz z J .§ ,z zZ cb �w QO �U W a w LL �W o w �� �0 ;o Mj V 5 ax �+ J �C) O LO LO Q j j OM O Y Y m m V) ¢I 0 N O O N T 0) ^ LO % r LO T o Z Z N E T m = 0. o U -j Q O —9 JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. 2 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS W-0" RIDGE VENT T.O.M. _ + HDR HGT. o _ TEXTURED °O °Q CEMENTICIOUS (0 FINISH ON C.M.U. (TYP-) F.FL. 12 5L,---� N �mlmmlmlmlmlmi I I MININININ101 I MIN10101 16070 OVERHEAD DOOR 3068 11'-0" RIDGE VENT 12 5� HEEL 12 5F� / ---� ---- `��. --T.O.M. - ^ - - - HDR HGT. TEXTURED 00 CEMENTICIOUS FINISH ON C.M.U. (TYP.) 35 Shi -� ----F.FL. --------------------------- FRONT ELEVATION - Al 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" A -----------------------------------------------------------------------------------------------------------------10 --- ----- 1'-0" 3'-0" \ 25 SH 25 SH RIGHT ELEVATION - Al SCALE: 1 /4"=1'-0" REV. 09.24.21 N O N cV c P uj P _w is ,G � k I.L y C C tG p i y_T7 C C a� m m C .. Cm_►..; c Cr U1 a c E eo 0 cy u 0 w ., jtr�ltitr244¢I c'� v Yee , AV • a a L .0F`Sv,0 To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications 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 FAQO 0 N COOO 7 l[) 'O 0� 9k LL a a1 LL J a LL LL a. 0 jZ 0 - o a R -f6c `m CD _ 00 W M04 o � g °' °' m W Z ILW L M Z ZN OU N W 0 M v z pNp z �p rryQp z O13 Q v U) tL VA(1) Z U "LLw � jr Ow $ � c w �N m w = 8 L y c N IT M y 4 W z z L.L E2p 4t;1 za � F— wa z X V oz oa 00 =" ° z E N � i 2 �o a �W ro C d�a mf 0 zz z C= J a� fZ d ` o LLLL z gz �W W U �om $LL 1W W C o w �-0 '_ c0 w, za a �—'+ �C) > (OLOci J rn m i�LO j MO M C O Y m m Ln 0 N C T Q L0 NE O Z Z E � ib c a U Q p JOB NO : 22-06469 SCALE : AS NOTED SHEET NO. 3.1 m'; 4' OFFRIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER 12 12 MANUFACTURERS SPECIFICATIONS 5� �5 3'-10 6-0 - - 'tm ------- - T.O.M. - - - - - - - - - - - - - - - - HDRHGT. TEXTURED EXTENDED CEMENTICIOUS OVERHANG TO BE FINISH ON C.M.U. CENTERED ON (n,P) DOOR (2) 35 SH 35 SH F.FL. 5068 SGD REAR ELEVATION — Al 14'-0" RIDGE VENT 12 1�5 11'-0" RIDGE VENT IN SHINGLE OR TILE ROOF PER COMMUNITY SPECS -INSTALLED PER 4'-0" RIDGE VENT MANUFACTURERS SPECIFICATIONS ----------letT.O.M. ---------------- HDRHGT. 1'-0" TEXTURED T-0"ILO CEMENTICIOUS FINISH ON C.M.U. TEXTURED (TYP.) CEMENTICIOUS °0 FINISH ON C.M.U. (TYP. ) - - - F.FL. LEFT ELEVATION — Al SCALE: ,,a._, A. REV. 09.24.21 C O w N c u�+ N c C A V N m LA- r C f1' - N f0 C 1r Vl .O N .fC ab c s `. Q � V 3 ev " m, a3i ao s : c ate► = '2 a E a � i 1111r111�zzz" i.• ✓" -_j s. Q! Q� SAP t +� O F L �''rrrr111U1 ittl��`�`°°\ 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. I» W a S g8Cb S 0 Co to P y 04 LL W V J LL L L ' 0 Lu 0L 0£ Z rya o 0 yj rn m Z � NZ d J = N OU * U0 W Op z z� (D Q s J t1_ � Z M N 'i 1 � 0 W N C a! (0 f- u7 w C N M �C �W Z J E tiz E U� oa O a ¢ Zo O CV ID I-' M Qa <Z ww W mo COC .Y Z Oz z 'z LL u F o' I� zlaT� 3 8p i Lrn B F- � M Cr O �/ v/ 04 m m �() O N o O N 0) LOr r < � T Z m Z tli E r a U � Q p JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12" CAP r CAP 2" "NOTE: iv iv FOAM TO BE USED 1"RADIUS ONLY WHEN ^ 31/2" RADIUS 1/2" RADIUS Ma 2" REQUIRED BY^N " o 1 rr COMMUNITY iv 3/4" RADIUS V-511 & w SPECS. IF NOT, ����� > u, DETAIL TO BE 1" 2" OPENING VARIES 2" #2-- 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 1" c 0 v VIA t" EDGE OF 1" 4" VARIES , =N 11-p° . cCa - 0 M �• OPENING VARIES 1'-4" N o _ a d cr Oil. 4 �2„ VARIES d fl.2 " 1 r-4" M n *; 12r VARIES1. 1 CV �a1x 11nn 1n ... -l! 1 1/2" RADIUS T 41" 2" a 4" �-4 21/2" RADIUS n = s G- V j4' " u7 0 Nv oxa cD =�y c0 ` C7 t•`�M �ht 00 Zp s VARIES 12 3Z" 11" 32° N ram„ 1" BASE BASE 3rr 2rr a" r i�V 1 n '" 1 r_prr 04 T O I o —1— N M N � 12rr O "NOTE: VARIES 8" 2" FOAM TO BE USED 3" ONLY WHEN _&1E REQUIRED BY 1'-6" ZDE COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" �`' 1" V-4" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2a OPENING T Q • 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, O the structural plans and spedfications contained within these — CV drawings comply with the 2020 Florida Building Code - L 4„ 10" �r,� Residential 7th Edition. Engineer's signature and seal is only for �I---+I( - Engineer's signature and seal.the structural engineering of the drawing pages bearing 101, 6„ Eng c9 241" N � v g 8 N Q'� �j tNp 0't`D J COE V la C 0. Y Q J LL i y u; Wa L 0 arr R 4 L4—ErrWWW ���m 2rr 2rr N Q `�, "' C& (I L o Z d k _ Imi > > Z N 03 8 a W 110 rn 1-1/2" THICK 32" 0 24rr 2'-4" ¢ � � 1'-10" � -' E3 - 52rr 1,-5„ 52" �'� a $4 c54" 1 r�rr 3rr N �' _� N a" 1" 12" VARIES VARIES O r r r V) c 1" 2 rn U c w 22" ca VARIES VARIES • L = 4n 8- 1AT T f• rr s$ W 2 _ _ .f 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 U- r E ffi R --------- Z® Q €.t iv �1' �, OPTIONAL OPTIONAL `$ 0 z o a cy i Q N ]�6 §o o3rrO ER4prr N o v E -�- 4" GARAGE DR. OPENING 4" 4 4 WINDOW OPENING 4" 2 NOTE: - a�i ' W • INSTALL OVER STONE, TYP. 3 8 5 0 • FIN. TO HAVE TRADITIONAL LL • FOAM/ EPS MATERIAL IS w � � w c VARIES LOOK & SMOOTH FINISH ci G ACCEPTED wZ 0§ 't ia o 3 NOTE: no l • FIN. TO HAVE TRADITIONAL LOOK & 2'_1' 2 Q J 1.1 1 6;f 14 12 c 54" 1'-12" 5t' ai �'• FOAM SMOOTHFINISH NMATERIAL IS ACCEPTED 7 = f2" LO T-8" LO LZ 4" T-0" 4" - � f = Q c� c 1' 101. 1 r�rr 101, .- o N Imo" a a '..07 tb N co O � N � s + ��/� V CN N mV J V) O T V1 / T = O N C14 0) CV Y �— L T o O E N _ Z DD (AO C E i Q7 C E .. N �9e a U Q 0 1" R7011 r 12" JOB NO: 22-06469 1 rr SCALE : AS NOTED N 1;21'-1° 1° SHEET NO. GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAMF1 • POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed Within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in 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 Llph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE © EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) F0 PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKEICARBON 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 owl ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 i'14 to lights & outlets NEMA 1 10 N12 to appllances and GFI 150 AMP/ 200 AMP 10 !t 10 t0 M 00 #8 to Range S8 to HVAC METER 50=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND Iis SERVICE BY POWER CO.—__ INTERSYSTEM BONDING TERMINATION PER Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. PLUMBING RISER DEDICATED RECEPTACLE IJ ELECTRICAL PLAN - ELEV-Al SCALE: Y4'=1'-0" N tt� t%& N 0 d� is — c - C.0 C-4 H tC O a- N N C 1 CIA 0 O" ✓ Q ff 4 jp N 61 A N O a c E eo 0 A. U a GV CD M i 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 - Residentlal An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 11- a E 0 8 fVFA 0 m 0) W3 N 0 LL Ic 4 gj M v � C J lil q LL LL a a Z Crn LLZ � M r- Z N 06 U W 00 0 Z N z � Z � m- J t1 � M t/ ! Z 9 4.1 0 S i-� � C " ty W —� O tL 8 V) �N c_ U U a C 0 o W 0 7 E 1z �° Zo Q Z o 'T _- N M0 i� a� soo K� W W W D J M� � C - C 0 y� mo o oLL iz Z Ja 0�a 7y �Z W a W LL TO �K Jo t�0 i O J 120 LO LO rn Q � 0 Imo- CO j MO j Y Cr Y O /� W m L0 Q� O 04 O N T LO r Q LO T E41 (U o z M Z r_ E T U) d ro C a J Q p JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. 4 s•„ ti- ATTIC VENTILATION CALCULATIONS - Al Attic Ventilation ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented 1/150 Rule 1/300 Rule Off -Ridge Ridge space. The ventilating area may be reduced to 1/300 provided that at least 40% (No Upper Ventilators Vent Amt (Must Provide Upper Ventilators) Amt. but no more than 50% of the required ventilation is provided in the upper portion of Req.) (Ft.) the space to be ventilated. Upper ventilators shall be located no more than 3 feet Total (measured vertically) below the ridge or highest point of the space, with the Ventilation balance of the required ventilation provided by save or comics vents. ATTIC Provided SPACE SQ. FT. SQ. IN. of by Upper -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" SQ. IN. of SQ. �• Total SQ. of ventilation to SQ. Ventilators IN of vented IN. of of SQ. IN. of (Values to be verified with Manufacturer Specifications) - OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT . ventilation vented be provided (See Elev) required soffit ventilation Ventilation Ventilation by - SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. needed required soffit upper - STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SO. FT. needed ventilators "if not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: - LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. in. Needed) 19 =(Linear Ft. of Deck -Air Needed) Main 28 1 Floor 2373 2278 325 1139 81 570 558.0 (Zone 1) 420.0 138.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. I o i" Ia 0 I T I LO I RIDGE ' I I ' 4'-0' RIDGE VENT I 3'-0' I I w I a. a O Iti�A cn I 0 I I RIDGE 1 V-0' RIDGE VENT I Q ILU L 0 I 5:12♦ SLOPE z 9<<ccjr N ' > 14'-O' RIDGE VENT O ' Q RIDGE O I � I I I I 5:12 SLOPE � I I I I Lu N I I I I ZONE-1 I ATTIC SPACE I I 2373 SQ. FT. I O 1'-0 ROOF PLAN - ELEV-Al_ SCALE: Y4"=l'-0" V 0 CV c O YA n O tf 4 —.omx !2 C H y O A a� y c CO s Ta u y <; c ca c o Ls��?lt:?64!df1�p7/ZIA L jE y �r •'Q) w l..e ; e•" .;La �, At 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. 40 F E a cc") $ '0' .9 v �C y� �� •/ 32 J to M C • tL a0 =� LL w q LL LL a Z -vim a 4 0 y2m_ 0 W ��pjOr m w Z N cc M Z L Z OU y W ❑ CD Z z J z Q jj c9 �tV N c w� � a V 0 W 8 �y N m in (� r— U Lr J zL U_ Q C11 co C M �w w O Z 4 s Lj E zo so >iv aR z® Q E � on H E Up z D go `o �o n7 - �x mo H z�_Yzz v � J Fb '<w s N o zZ gao W a U a o �LL Nz = r� y a O O a3 w Wo' d F 03 21 ;'0 L N CI � co MO j Cr O Y co m Im L0 al O 04 o O N O L0 Qto r ill s'_ 5 o Z M c H E T ui d U -j Q 0 � JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. 5 5-4" V-9t' T-2j" 'HBt t 5'-10" A TYP @ 1 STORY S3 U.N.O. X-10" i. V-0" 10" 1. 2'-10jV" L 5'-1 5'-0" 5,4„ HVAC CHASE \ \ BASED ON \ ■• LOCATION ` 16-0" 21-91., 6'-10" . ' Ill I ■ — i L L\\\ SI rr -SINK / DISP A o S3 \\ \ \ I I D.W. III �, II �� 111 I I 1 IL JL 11 I I .. ; ; ; : I{ I ::.:. i%� I I S3 Ln \ \ I L--_�L« ------ ay I CHASE TO I) SS ----- --------___-_ z :: II I \ ll I TYP@ 1 STORY U.N.O. ■ PROVIDE 1 Y2" RECESS \C' L - �- - I I� OPT. I:: - - - -I- 1- - - - - - - - - - - STEPS AS REQUIRED - FOR SGD. REFER TO \ I \ \ - _ - -- - - - - - TU KITCHEN ISLAND III REF. I; , C3 :. CJ-+1 . .. 10'-10a" PER FIELD MASON'S SLOPE FOR `� \ LOW WALLS III 1" • • • . • • I o CONDITIONS I WIDTH � 4'-0 " I \� \ 16-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM \ ........ ..... . - ' I W/ (1) #5 REBAR VERT ABOVE SLAB 1 3-1/2" MIN 3�pSI CONC. I ... TOP OF CONC./ PAVER TO BE ■ ■ ■ ■ _ (2) #5 REBAR I TYP @ ALL PLACES SHOWN SLAB FOR HERNARDO 0'-0" 4" BELOW FIN. FLR. ■ 4'-0" 4' 4" 4'-6" op VERTICALS w/ in HOOKED FTG. DOWELS 5" EMBED COUNTY ONLY ` ` \ \ I FILLED CELL I W/ 25" EXT. ABOVE SLAB "GRADE 40 3-1/2" MIN 2500 PSI C6N\ PROVIDE Y2" x 9 Y2" y SLOPE) �4 STEEL" I SLAB OVER 6 MIL VISQUEPI 1 RECESS FOR FRT. OOR =I -1 L I VAPOR BARRIER \ \ \ ,_ „ 2-6 x2 6 X1-0FTG 'n " I -4" I S3 v 25'-108' \ \ 9'-5$' W/ (3) #5 E.W. 4,�„ I\\ - - --- A CJ CJ T� \ \ I I K CC — � (2) #5 REBAR r- S3T S3 I S3 VERTICALS w/ in TYP @ 1 STORY I I chi I AHU I I FILLED CELL I 2-6" x 2'-6" x V-0" U.N.O. ' iv 3,_5„ 7,-1„ W/ (3) #5'S E.W. ^ 2'-6"x2'-6"X1'-0" FTG G-.-�� _ - - - - I W/ #5 E.W. (2) #5 REBAR (3) S3 ; i I 1 e SLOPE' ' ih VERTICALS w/ in FILLED CELL I 1 I . 1 = - r .....-------- I OPT. D I I 11 - I OPT. W 1; : 3 1/2" L__j 1 I? _ 5-3" T-10•, 3,_6„ I: ■ — CJ :: 'CJ — CJ 4 • ( 1 1 : 2'-7" 7-11" 1'! :' ' EDGE OF SLAB 2" I ( ra T zn '- I BEYOND WALL I N 'tF "> I I ° I _ K N S3 M2 J S3 ( in r• I. 35:-4" 20'-6" ■ I I BUILDER TO PROVIDE : 1 ; ; :: : 2'-6" APPLIANCE PROTECT ON 0'-0" I WHEN REQUIRED PE 4'-0" 12'-1" _ FBC (2) #5 REBAR cO I i /�W H �� VERIFY LOCATION VERTICALS w/ in -----------+- --- - r%-- \ — -------1' —t- N ELECTRICAL PANEL �— FILLED CELL ------ . •f r.s•r:rl rrrrrf lr•1 ■!.:l f r. I I I I I f I r f. r:r I I r I I I I • .•..f r!!f !rM••...........f >••!:•r!!•f•••r!• ■ ■ ■ ■ 5'- U A S3 TYP @ 1 STORY U.N.O. VERIF METER LOCATION WITH BUILD R 8' FOUNDATION PLAN MONO - ELEV-Al 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W W 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 comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" N N � W o � o y Cn O C 10 C� N —gym ac Q w•+ N Y E S G '; ev L eo d W a �-• f.1 y •� -. Ems„ C G7 tC E ti o r U O rj. +. 0� /: • _ 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E a $8 N 6 W)0 C o N 0) jol 604 0 ik LL M J LL a LL JL -6 d 0 i Z = Y 42�_ 0 m w ILWrRl-°' = L Cl) 2 N o� 0 W ❑❑ 0 z z J a z C9 € � �4-J rn Lij e CD le 0 W s N C � CB ' ULLJ �3 C,Z M 2 ❑ 7d Ll- w6 g a z0 E U u❑ <zo ❑00 z t p E O X 0 U `� O ❑ ❑ xI N � L Ro R <O xoz mf H 0 z`jC - C:�s Ny J am >Z sZ fn _ �Ow ❑ O aZ W H `Oa' z1% Cc, �C:) J LO LO �--. a n CD � M07 M O r Cn o CV m m LO Q� O 04 O N T Q lM T E o z r C C a v N U -j Q p C JOB NO : 22-06469 SCALE : AS NOTED SHEET NO. 6 11 ■ 1- 11 19 1_ L - - - _ i - I ---I -- ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft JIND 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. (SQFEET) (-) VALUE DENOTES SUCTION [4:12]-[12:1Z] 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: %6" EXP. 1 C4/6) or lV2" EXP. 1 03rf6) TILE: f%32" EXP. 1 O1'6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-0310d (21/-" x 0.131") NAILS OR ASTM F1667 0000-04 (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. ,n. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 — w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-112" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4' X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 *" 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - - 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125'* 30 -16d x 3 112" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16)1 /4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T 2 LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR wl 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 1D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS--& (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10- 10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (0) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN — ELEV—Al. N N N o N CP 7 W s o. o io v ems+ m at w c u- o- cc N G ✓ G •� o � a oac v AG sa. c E eo 0 0 FFalp yftni �'r r �[ rj yi 04 1L o the best of the Engineer's knowledge, Information end 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 a $ g$ CLo Vi N 0 '�z. 6yari 1 •* r of a z5Sz Q CLt J V- u u. W 5 ,n � LL SSSS 0a Z -�� 0 a t co E 0 1% W MNm W �°_jOi m w 04 NZd� LLz 00 ZN OU W ❑❑ V lh 2-1 C14 M Z Z r�p � - N N ;F!(1)Ch € 4-1 (a w I "O w $ �(A c tAl =) � f6 U � ' LLI J Q � 'M o � Z 0 E� 0� Z0 Q O wE z on _ 00 o�q -aI Z O E N gz wg ¢o '� >✓ ra ozz mi ' 0 ZCO= Coy� J aw �z 3 a" a= °� �w Wa A 3 �8 =G co z aTTOV a tz 3: O/^ J m > (0 w/ O , u, N l`0 � CID M j Y O m m L0 ,— O N C))¢ I 0 ` L / r Q 0 r ui E ; (0 o z c N E T ui U 0 Q pM JOB NO : 22-06469 SCALE : AS NOTED SHEET NO. 7 i IJL I mem,PI .. 111._ ,. 1.,I In I ! I _ I _ 1,..'r _,,., I ca.'. 0 q LZ ZZ LO Ci a 0 M S 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. CasNn-place concrete may be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load . O Sae vertical load + Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T WWI 1111�1 FORM dr GROUT SOLID V If O #5 BAR CONT. 8F12-1 B/1T O LINTEL DETAIL SCALE = N.T.S. i Ow IVIV 1 T FILLED LIED WITH F =FILLED WITH #SREBAR IN. AT TOP (1) REQ'D ALTERNATE POWERS GROUT /U=UNFILLED = R RECESSED LEAR "�" STEEL LINTEL a QTY. OF #5 • o REBAR @ BOTTOM • OF LINTEL CAVITY 2 G M.U. #5 REBAR AT TOP w a° • MIN. (1) REaD 1-1/2" CLEAR e 8F 16- B/1 T Q 2 , . Ih Z a A GROUT tNOMINAL fo QUANTITY OF 5 REBAR AT D rn ~ ? c.M.u. WIDTH #5 REBAR AT BOTTOM OF a N W - TOP LINTEL CAVITY � W x W NOMINA o "*-BOTTOM o M 0 o' - - HEIGHT REINFORCING < 0 00 7-5/8"ACTUAL C.PROVIDED IN ¢ Z�Z U. 0 w m 3 8" NOMINAL WIDTH LINTEL Q O it 5 REBAR AT BOTTC AS INDICATED (VARIES) u~i MATERIALS c_precas lintels = 35W psi. 2. fc prestressed lintels - 6000 psi. 3. grouted per ASTM C476 f g = 3000 psi w/ 4. maximum 318" 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. 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 manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 CU U 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-Al SCALE: Y4"=1'-0" N O ttN tom! h � c 1JJ ✓� m '-a J W C) � O a� o N cu' � N y O cc a� E `� c cc ZJ •+ a c. E � o aCJ 0 0 VI,/i YOD e, , °••........ r>'ESSI 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. to W E A 4) CD 00 00 a rnN 0O� •r: tJi y M J 0 C J LL aw J LL LL I L Z i - 'DOf a 2 mg 'S W mNk_p O CP Z 04 N Z Q J ZN OU U 0 Z C11 M J CL � Z fh U (1) �4-J cn W � V - � O C.) Q N OD • M 0 W W C H. 3 •O QZ E VfB ILV � o"a Wzd N 4) � r. o °dp wG IazoE c a M0 gZ Zco J Z N ~ W O � O U W ,z 3 U a �LL _ N_� O a O r O CID ozla t g 3 121)O Ln, L a � Q j Cr O Y r U N m m LO QI0 N 1) N ` L0 r Q U') r � o Z M Z N E 0. 1 0 a o JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. 8 _J " _ 1 I'll L I - I I rn 0 0 Q cc J No N Q 4 rn to r� 0 i 0 c Q Q 0 x c [i a 0 v N Cz a Cl chi NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 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 RAO) 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 W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615/ A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8, DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 2" 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 WI 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/TP11-2014, 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 7l8" 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 = 33KsWITH 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 7' BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 parcel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Imgation/sprinkler, ssyystems including all risers and spray heads shall nt5t be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanem 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 rainf II occurs before vapor retarder placement, retreatment is require 9. FBC R R318.1.5 ncrete overpo and mortar along the foundation perimeter must be removed be ore extenor soiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any sol disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. _ C O (y. a o f/f c MmaNc u- a. N N L •� � O R UP dto d � . n" V-1 � • 451 d of 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 - Residental 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) N 0 cb 4)°o "o 0 � yM U5 ^ J N O 4k LL M ejMsr � � LL W �LLLL a Lu Z°'am c13 j zm4i - coo W R�mj1 N Z d Z 6 M ILW N = OU U Cn z v C1 CD LL QX N � LJJ W � U � O-� w � W ¢ r4 tM t� o W z o =_® a_E o N V wLL H wo C O R a o c% O ZI-- O N _(D i Q°z ado z o C =Y F QLL Z N J w Qw 3 8 z g° a W SL ci 3 LL �' a p �w �kp ,. p_ �� =�i zZ ~ O v A d � °� 0 ' ^ M �^ � W L (O C M O T_ J � 0 Y Y to LO r 04 0) T T Q � r W z ccc E T N E ai `m c a v Q o 1 3 JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. S N ! _ 1 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-l" 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 H C G O 0 0 5'-01, a - c� STUB -OUT FOR 1'-0" o 0 0 LID GAS METER 0 0 U N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-511 (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-911 (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" or 7!8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1l8" 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 ty panels 2 x _ + 5/8" or 3/4" wood panel r9O 2.0 2 x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� FILL CELL STD. 90° HOOK BOND BEAM SIMPSON MGT w/(22)10d t w NAILS TYP. L GIRDER TRUSS STD. 90° CONT. #5 BCONT. #5AR HOOK BAR 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # FLOOR 2ndDS above to bearing below. STUU SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. 4 max. Q� Clinch nailswhe✓i can p sible 1) Support back of web during nailing to prevent damage to '( web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 4" max. required when indicated or 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmo th cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than t snnit, SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building [I--n code for appropriate 1/16 details in One 10d box areas=20 of high 64 or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I lse 1" (1 MI nails at 6" mr:. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D LO (see table below) DO NOT cut, notch or drill flanges g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer _ when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6�� A 1 2" ROUND HOLE MAY 6�� 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %2- NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE. MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" 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. Web Stiffener Fastener Schedule Joist B Bring Location Series Depth End Intermediate @1 BCI5000S 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8cl BC16000s® BCI6500s® 9-1/2" 11-7/8" : 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 1-7/ ,1 3-16d 3-16d 14" 1 5-16d 5-16d 16" 6-16d 6-16d 5/8" 0 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR °. a .. FOUNDATION INFO ' .4 a STEM FOUNDATION �✓ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. ]AT--tl 1!4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist o depth I -JOISTS BUCKETS N.T.S. GRADE 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. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 0 LOCATION OF ' SECOND H10A SIMPSON H10A ° e 0 (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0 CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE P% I P1 P- \ /P- PIT 1 0% A 1 TH I P11 \ !- • 1 r% TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE /F o a 0 a° a �SA w SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE G °o. ° i as G •a e a V d jeA O d .o SEE FND. PLN. SIZE & REINF. N.. y CP W y • O tJ �' Cn Cc y O M 3 ¢t m CC � CP W u m �.•m c o A N fl- E R o o- u a .��.,g�991411JeJJ//f��A�• . _•ot4e ,� Z., a: V� 1 p` ESSIG' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 IW- E S a C -/ 0 —000�' Co i` 0 14 -.1 C J lL 2 U. W 0 Z 0 -9 L SSS W a r m a W"° mw Z IL ILW co &0 ,to M d z N O c> W U co pp U z_ z � z tl N - N Z M 0 ^WN 1-1 - LL �U 0 OL11 l/1 �in N C Cn M Cn U We I O M W z E 8 o z® a E U R0 Z h- r6 _E O 8 . ap � , °Z aZ ..�..$ M co C N p Y �'� m0 �o SL% LL z co J ab <w �z 00 d � 3 8 Z W .0 o < �o J co �t 0 y zIQ o� U �..� ^ ' La / LO o, m Q c� r U) o N ca M L0 al 0 0 0 r LO T E r_ C0 o Z M Z r_ E T E N m .0 ui m 0 U Q O JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. SN 1 V e rn 0 3 cm J 0 N N 0 1.E 91 C ti 0 i a 0 N N tz LO N Q ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 VARIES 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" 11) 'FOR UNDERLAYMENT 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 & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS (2) #5 CONT. ON 3" CHAIRS (TYP.) 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH MOISTURE BARRIER o ° -SHINGLE ROOF, SHINGLES TO n a . BE IN ACCORDANCE W ASTM D7158-CLASS G or H, or ASTM I p D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING — CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 I 5/8" 1/2"HIGH OR ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N•0. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 411x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ Ia NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c tv ° 1. ° t. .1 z C; [ 6 MIL VAPOR > �- BARRIER ; p It-1 _z COMP. SOIL. ff ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" 13 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 5/8"OR 1/2" HIGH STRENGTH \ (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/810 x 10" "J" BOLT @ 24" O.C. W/ 2"04/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" OIL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21' ELEV. -0'-31/2" z 31/2" MIN. - 1 o ° A.F.F. u 2x4 CONT. LL o I . L N 0100 ° 4 11 „ � I GARAGE SLAB AT STEP B 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. -]\/"r -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1/2"HIGH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR STRENGTH 5 (U.N.O.) (OR „ „ GYP. TYPE X„ @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT:1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)11 NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 21f WWF OR FIBERMESH 31/2"MIN.\/ 1/2"(min. )-4" o min .)-4" _ ° •1/2"( �11=?:lclll�11�11�11,=III�l1= Ali=��1-�IlC" =11`=11"CZ11 1= (2) #5 CONT. 4„ V-4" 8" (2) #5 CONT. 4" '-4 8.1 U.N.O. MIN. U.N.O. TYPICAL BEARING WALL an STEP Ca SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=1'-0" S3 cam' S��GS� ems• LOAD BEARING OR EXTERIOR WALL 2x STUD 8" C.M.U. 1"x P.T. STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0!C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION ,o M�NN�o S /' #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 - 1U0" (R302.11) SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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) "SIMPSON SP1 5/8" x 6" EPDXY BOLT OR (6)1!4"x31/4" TAPCONS SPACED EVENLY MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH W/ (10)10d NAILS 2x P.T. PLATE WEEP SCREED INSTALLED BAR TYP' c PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR t = GRADE c t - ° ° Z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fy= 40 Z M o FINISH GRADE O0 25" MIN. LAP 30" MIN. LAP][GRADE 60 MIN. Fy= 60ksiJ MONO OR STEMWALL o [ FOOTING MONO SHOWN FOR CLARITY °O 6 MIL VAPOR BARRIER e ° .' °°ex #5 REINFORCING BAR R 1 7/8" CN NOTE: - - "III -III �I =III- (V e ___, I___ - r COMP. SOIL. COMPACTED TO FOR BEARING WALL = , I I � - o ( W/ UPLIFT ONLY _ = —_' � 95 /o MODIFIED PROCTOR ASTM - _ l D1557) 4 1-4 111 1 III III. !I I'. III ill �- n r n 1 =III !-111 l -!-III�11 1 T7 I FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" a ° ° ' 00 a SCALE: 3/4"=V-0" ••1 =11`•"1 llou " 1 MIN. TYPICAL THICKENED SLAB EDGE r-L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT O.H.D. RECESS Zt z 13 O.H.D. RECESS . 4" �'. ..:•. .4" II '.•w :: ': Ih SEE A/S3 OR J/S6IT iiUg FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 —"-- FOR REINF. INFO. I j 13"MIN. CLEARANCE 1'4" (1 ST 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"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� •` ;. INTERIOR ° -31 ... . ,. .0 = v, r N !6 CONCRETE NAILS W 1 1/2 J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 121 CONCRETE m °Q c E N_ 4 M 6 MIL VAPOR BARRIER —2X STUDS @ 24" O.C. U.N.O. GARAGE a 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. --INSULATION PER CHART ON FLOOR PLAN i CONT. BEAD SEALANT 6x6W1.4xW1.4 C, ' WWF OR FIBERMESH A' I 4" j 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 ME 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 v t+ CL 0 . LU -r r D ° -1T1- - 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 v t+ CL 0 . LU -r r D ° -1T1- - REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " " CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO $ D 4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION T T 1 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE 0= j Q J SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. B M. PLA E w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN Fr j w/ MIN. (2) #5 VERTICALS > FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) W to BRICK PAVERS or B PER 0' IF / COMMUNITY SPECS LR.rj IV -------------- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" 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 261 6x6W1.4xW1.4 N C _ WWF OR FIBERMESH—, E{—d 0 17- �11�11� -11!L11II`�W 11"11. _ (2) #5 CONT. I -itj I r ON 3" CHAIRS 8" 1._4n $n (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A1S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL 2 EXTEND FILL CELLS TO FOUNDATION PAD E `v MAT REINFORCING. CONT. FOOTING STEEL r ' 00 GRAD LU a Z = M =III 1_ II W O w ai w z 0 01 - -__ - - Z_ Q U. rJ I. `'I =—_i I' FOOTING v 3I =1 .=1 BEYOND - 11 _III ---III-_ PAD REINFORCEMENT =! ! - 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N N cv N ' W 1i+ IZ r— M m ;� N N g z d o d -d � d � r-= as CCto 0 '1iJ,vsl/Ppe. - `` 4 �r�'!°Slit/IE&iit1` vjN*' To the best of the Engineers knowledge, information and belief, the structural plans and spedrications 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 aE V N41 N t7h r (a N C,LL 0 ej C J W �Q V �ILLL a Z� a L20 W '0 0 °' W rn °' m W Z Z?S N Z a k CL ZN O U 0 W OO 0 z � z J d � z C1 QJ U �4_ N LL •U a Or„ YZ as L_U E c G a W M o " E o _2 �O Co v Co 6 t w <= X V U U W o E O N �8 Qi a� dz L ¢¢o <O ¢� .i ate•• r0 N ♦_ �� 2U 0 o� ZH z J i7,� �w a g Z Z ao W Q U 3 z9 �o Y NW �G o �W < �~ >� co � 1 ¢w ¢ ZI6 $ t U In J ,� '^ �/ Lid m Q r? HCf CD Cr C)Ch C)/�/� ti.6A In L0 ¢I 4-0 O 04 o Nt N L0 T L r CD M C T d U J Q J JOB NO : 22-06469 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 3 S r� S 0 0 i >u r$ rn N x V tz 0 -9 0 1-11 a :B Ef 0 c a a LO L A S LR (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (W DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN, EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" CL TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE EXTERIOR J TO BLOCKING WALL WALL CLEAN -OUT rA (2) 2x HEADER PER PLAN SCALE; N.T.S. SL� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT 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 BARRIER FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12)10dr. NAILS AT EACH STUD — DOOR OPENING DOOR OPENING --C 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKIN ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. IN KO BLOCK AT EA. STUD MAIN SPAN 2 X 6 (MIN.) FRAME ROOF TRUSS WALL HEADER DETAIL rT� TYPICAL SECTION THRU WINDOW(B'�MASONRY LAYOUT K­D MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. SL� S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT (SEE SCHEDULE) 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV, PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR KNOCK (SEE SCHEDULE) BLOCK _W/(1)#5INOTCH LINTEL WHERE REQUIRED DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 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 Ile 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE —Ea_a—� BLOCKING (TYP.) -ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. G—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. limIrlm —I •- ��lII lid �IIEI IIII�' L -- TIII IIII� NOTES: 1Q 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. 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 MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J VGA\� vA�A ALU > O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. Sic A�HpO� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 n SPLICE NAILS TOTAL) EA. SIDE OF 2 x 6 P.T. --GARAGE / DOOR 4gh SPLICE STAGGERED J-BOLT TRACK BRACKET vvvn rw� 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) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVERTOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. Op SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 • �10d @ 8" O/C ATTACH ALL -' )� EXTERIOR STUDS W/ (4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 WA 2X STUDS @ 24" O.C. IF v ro /8"x10" "X 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 d rl, L INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 L NTEES SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 / SP4 j TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w Un T � N 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 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR 5PF) ;3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) S (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE r 2X BLOCKING 2X8IP.T. BOTTOM Pr TE� c 5/8"x10" "J" BOLT @ 24" O.C. MAX. (B) C (MIN (2) PER BOTTOM PLATE) -(2)16d TOE NAILS EA. BLOCKING ' 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 10d NAILS @ 4" A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. - - - - - - N N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" -- PLYWOOD O/C BOUNDARIES 6" O/C EDGES c E SHEATHING & 8" O/C FIELD $4 B • SIMPSON SP4 wl (6)10d x 1 12" ZO (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w! (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5!8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE UU 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 R SCALE: N.T.S. S4 N N N -o d� A 7 W M�'+3 V'�...� —gym; en W c .. -o o d y E Q u5a 3 'dd -Iwo � Lo _ E A O EL CD M- .eitS y3 t11Fillll� '. �` 0 .� a.; qr a ..., , 0 . 'vl�ll U % F. kf- ` 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. 1 $ S 0 cc ViN �� ik LL aj M Q J , .4 W LL U. LL o J uj z IF rn a t 2 9 Z U) N Z Q J ZN OU V W ❑❑ z z: CDz H 9 J 77 N U)V) - z LL C_j� t'6 rW ) U OLnry s �(a LU C= 2 c 0 <C � v W Z M LL E Q� Zo oLL >�y =o EU <=W� ro ~ O �o U oQ az �o oz Wz z N ro o ro - U Z z 6) J WWo ( b Q aw E W 2 W o Z no W a w �W 5 a� 03 0 c Q (� J L / rn cLO 120 Q 0 M O ^r Y vJ m r �•-+ O N 0) QI N ` LO T Q T' LO o C T d y c ns a U ¢ o JOB NO : 22-06469 SCALE : AS NOTED SHEET NO. S4 'i .la.rnvunrru 'r. .nr n ."1 1` r• Il.,.�r 1 1� � I _ 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 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 91, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CROIS BRACE SCHEDULE FOR �A APPROX 8" FROM I SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO Xz 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS)--"\\ MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 RIDGE FASTENED AT @ g'-011 O/C. EXTEND AT LEAST 90% OF - DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d � TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS • 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 1 Od GABLE TRUSS 11 " 1/2 CDX PLYWOOD OR 7/16 �° 48" O/C FOR THE (2)16d °OSI3SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED ATTACHED w/ 10d NAILS ACHE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS7 w/ Od NAILS 6 O.C. AND 12 O.C. FIELD @ END TYP. TOP & O.C. FIELD IT THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT SCISSOR TRUSS) GE1 EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED Wl (2)16d TOENAILS 2x4'7" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, INTO 2"x6" P.T. PLATE 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C.THE @ FIRST (4) ROWS OF TRUSSES 2x4'T" ON TOP OF PANEL 1Odx3" @ 4" O/C FSIMPSON @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA, END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7)1 Odxl 1/2" NAILS AT 6'-0" 0 C MAX w/ MIN 4" EMBEDMENT IN KO BLOCK INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SP2 w/ (12)10d 2x4 BLOCKING 2x4'T' BLOCKING @ L�48" O.C. 16d NAIL BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL Rn GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL/' 6 SCALE: N.T.S. _, �5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS 2x4 LEDGER MATCH BOTTOM CHORD ( DBL. TOP PLATE NAILS AT EACH STUD 2 2"x8" "L" BRACE -� ( ) FASTENED WITH NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24 �� GABLE WEB SECTION 2 SECTION 3 SECTION 4 �� �� GABLE T WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4 SCISSOR BRACE 1Old NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 SCALE: N.T.S. S5 SCALE: N.T.S. �'15� AS PER HIB 91 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 MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR M M IF >9" SEE 101S5 X-BRACING, AND TOPA SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING r41 INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1f (2)16d NAILS WOOD TRUSSES tD ;o Go 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING " RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. TOP AT 24 EACH JOINT w/ (3)VA AT LEAST 90% OF WEB CHORD FOR 4 10d & (2)10d TOE LENGTH (SEE TABLE) -- -- TRUSS SPANS ATTACHED W/ 2 -16d `� � � NAILS @ EA. END GABLE TRUSS u► 1/2" CDX PLYWOOD OR 7/16" 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 OSB SHEATHING ATTACHED SIMPSON HGAMIOKTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FI 48 0/FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. W/ 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4)) ROWS OF E ES AND 12" O.C. FIELD O/C w/ (2)16d TRUSSES FROM EA. (4)1/4"x1 1/2"SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 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 SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL I LW OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2)12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION1E SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-011 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 rg ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 TOENAIL N (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 XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 • i-- • • . �_—_ Jl • i�� a . .r. o °- •� • n. -----.ice--- �`----- �--------'- -- ��;-_ ---- �------- � � ;�_ -ILL— CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP �-- MINIMUM (2)16d PER JOINT \--MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) 0 Z w LBRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) I- r-GABLE TRUSS "--CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o cr c7 a CORNERJACK �c a w 0 HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5CONTINUOUS 13070 CHORD BRACING 2X4 MIN. 6, '01 L aq I I�IIIIcc NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS WI DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cd A.. W o t o en to y N t o � - _ c �L m m C& Co d A - 7 OC •Q-U Rt G o. 0 `w �C2 O W N fV�l�f f F, r C7 L� • C.� -� - _� GJF t_ O F E SS .o�fr/f�IldPl 114Ett``��``� 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 Bulking Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E g 8 � IfiHMV �6 I» ik LL Q C � �' W c� - - a LL °� a Z t m0 1 � o W 2T m IL•�gco N N Z d J ZOU 00 W z Q z 4-J N (Q w g —� O u, 8 I(In^ Ly N w Le = m U a c • C4 � w o E =o� oLL =® O F r0 w= X° oa soCL Z- O E aOz az ro ado m� r� y O } Z z °oLL gW zz ci 3 LLN~ az W o (Yo co N 03 °C:) �O J LLO rn � MO M Cr O Y Y m m LO QI O N o o N O LO Ta �,- E 41 o z W z to Ev a 0 _ ¢ o c JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. S5 7 17 1 1x4 1/2"DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. �.; , 1x4 1 X 4 x4 P.T. J-, ' L� L 3/16"0 X 3" LONG FURRING3-1/2" FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x TAPCON. INTO " TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 1x4 P.T. & 1x8 P.T. " STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" TO PRODUCT x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH 1x4 TAPCON 16" O.C. & FURRIN @ END w/ MIN. 2" EDGE DIST. : 4" FROM EACH END w/ L 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1063" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @12"0.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO , BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOJP 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rj-��- SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B /4" MAX EMBEDMENT INTO ) 2'-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTVft, VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL — ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REBj (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAXSEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 61NCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" I :J A e.P. S_ �• , pe n g GRADE e tN� P z : . • e' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN, 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. #5 REBAR (TYP,) SO* ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" R ` AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED ^>: 90° HOOK 2x BAND JOIST W/ FACE NAIL 10d ` , t];�STD. (TYP.) @ TOP & BTTM CHORD, AND (8) YP.) FACE NAILS 10d @ TRUSS VERT. WEB r7F >N METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND TYPICAL JOIST NOTCNFIRST COURSE ' SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4xl 1/2" SDS SCREWS ` -1-_ INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK fHE S ` 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. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE ' PER PLAN I F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ;2, ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT LOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/(3)16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (—) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* �xO�FRH q + 4FNGTH + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—� I/ II SCHED. PRECAST LINTEL —' 1 III 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS eGG cuGGT 1`19 eK[r) SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,_ - . FILL 1St4COURSES SOLID W/GROUT a: r FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 110 NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. 1 INISH FLO ♦.' Ile ♦ ' ' ' ' #5 BAR p. 10♦ ` ♦ : •' ' ♦ CENTERED W/ s .:' ♦ • . >,► IN TOP 4 - a : KNOCKOUT / N - ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN ♦• AND SECTION DETAILS CLEAN FILL .► ♦ a DIRT Z ♦; ♦ STANDARD o #5 BAR IN ' HOOK iv FILLED CELL , •. -.� -L, �s STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. ANDSTEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO a EXISTING FOOTING (2) #5x6' IN CONC. N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N t* N c o ;' W o = c CL C� V Q M G A V N o- fn {O O s.- y C N SC = d E s c y o Q R3 `- y d t7 U = to O �-a E 0 0 IW N tix`���`�`6Rd P : S E ., r v N UA " t7 ••s � ' FLO 0\,x :A, /Ill l 1111it�►���` 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. 9) I= Oo N Lo'H' w N W 203 N OAO fA 0 NN�� tk LL � CM 0 a C� p J LL uJ J U. LL d •o a 11 _ me Z — 1 !_�' ' p N fD O WrR�pjO' m Z 00 d NZ LL IL N OU 0 y Z W I] ❑ � z M z p J V a � O 8 4--J N LU •U is OW s ^ Ln Of N U U Q w _ Q 04 t� o �Z E.- z® F— wi S2 oa Z —CC O E N i &z o °do o aZ ¢� �v C r ms 0 ZLL Z J cab >z zz N 6W $ 50 a0 W ,z "w o z �o Z�< ° (Q J L +LO o, 0 aC CO j M Er O Y Y W N 00 LO Q +-+ CV 0 0) o O N 0) LO l� CM Q L7 m E (� C Z Z c y E T wm E hi a U � 'a p JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY B FRAMED RIDGE TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED ( ) w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS_j 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 IT ITI 14 TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT V-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS DIAGONAL AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS ES (2)12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E 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) 1Od x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"X2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE:NTS VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) SEE PLANL. FOR CANT. #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADR &1 1 Od TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM- SEE(6) OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO 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) k 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) 1 Od COMMON TOENAILS TO TIE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7l16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE Tj OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A I SEE PLAN FOR ?IIIII, SIMPSON MTS18 w/ (14) —� 10d NAILS TYP. U.N.O. SEE PLAN FOR CANTILEVER IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) F CORNER SEE FOUNDATION �PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE:NTS AmK VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON STRUCTURAL SHEATHING PLATE & (2) 12d END NAILING SCHEDULE MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1Od NAILS ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR SCHEDULE BOTTOM CHORD PLATE MORE INFO. VARIES SEE PLAN VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ ROOF SLOPE SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ WOOD WALL N OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ (14) 1Od x 1 1/2" NAILS SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & (3) 12d TOENAILS TO - - - TRUSS OR SEE PLAN FOR PLATE BELOW — - ROOF SYSTEM TOP OF WALL ; MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION PLAN FOR MORE 16" O.C. MAX. SHEAR TRANSFER INFO. SECTION @ FLOOR EXTERIOR. WALL SECTION @ ENTRY s CONNECTION 22 SCALE:NTS SCALE:NTS SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM • MASONRY WALL BELOW, SIMPSON a.. HETA16 w/ (9) 1 Od x 1 1/2 NAILS a@ MASONRY WALL � 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) l Od x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS 4 COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE rj_2� SCALE:NTS 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 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)1 Od SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. • SIMPSON LUS26 w/ (8) 10d NAILS ZSEE OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" 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 9 SCALE:NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE — 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE & SIMPSON SP2 w/ (12)10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 1Od x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--1 L (2) 2x6 BLOCKING UNDER- FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N N -o d C 10 C> N to o... yj m O N a � d rsE ®0=a d cc, > Cr `E fd p J Q_OWN v n'O SL Cj Ul J J� •. Z O[ vit zlerr(rl(tllilylt\`0. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained Wthin these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a g P,8 0 Lo o 'L 32 N O ik LL S2* .4 C J 5 e Wa ci 'W'LLLL 555 'a 'am} a Z L C m0 O �. M 04 O w 2Z � MZ d LL ZN oU U W ❑ ❑ z z i z Q � J— Q) � ca a 0 V � (A g C U_ '® 13 - � s z Q N W w Z Cl) o� �¢ wo ��QR �� >� Z0 a E OU (Q wj g 0 XV oaY U 7 0U O ao ¢z Z O N .0.. n7 a 0 O a 0 W w m 0 N C U 0 Z Oz 'aZ Z iZ 3 a� H ao �w W Uo 0 � �k r Omi w a co2 za i;3 CD f2 J Ln LO a; Q c� Fes- (O ate' O m m LN T a-+ 0 N 0) N ` Qi LO Q r � r ci m j N o Z _ E 6 = a.a v ¢ o JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. D 1 J a ITHESE 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 '' MASONRY WINDOW BUCK 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 2.6 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER CRESISITIVE 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE / W WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING, SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL . 1 COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING IO o JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING Q 2x FRAMEWALL TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK--___ PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the f ' numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU , - 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 d 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED ° 6. Fold as shown by arrows , 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN - ° 8. Mechanically fasten as necessary SLOPE d e a a 1'4" PER PLAN V-0" PER PLAN 00 0 ME E�1111111iiiiiiC M ti= �=. ME SHOWER SEAT SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER Q W CO m Q Z Q_ a Cr rr a. a w W U = W IY F- 0: W o s _ WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS BARRIER 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 PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING BUILDING PAPER WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR " uL 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 felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 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 ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED INSTALL SELF -ADHERED FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing,vinyl flashing,self-adhered membranes and mechanical) attached flexible flashingshall be FIFLASHING, SEE FLASHING SELF -ADHERED FLASHING pp y y FLANGING,ED SEE applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied (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, �� (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 EXTEND AMINIMUM(r RELEAAD ESIVEASPAPER s o N) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings 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. 1 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. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5I FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB ' I SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE - - YJ PLASTER STOP THIS NATU DO NI CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) -- -- - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F 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 C 0 CD W N 9 t L c a C" (n C co 7Nt cu.a N l6 O �- -cc� N ry m C"", :,o oYa io � u m a c E o o. C14 O CV M To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W Q o 8 V N C 8 o -' I Nm 0 co txi M R 2s2 � LL 4 _J LL LU LL 5 Z 2'Ma f NZ OCe0 Z N NZ d ILW ZN OU N W ❑a Z z J N V) zC1 T(O _ LL U Ory Ln c y �N w � as j = I . U -0 ¢ C4 o �M s �w Z Ch Zo � ¢ g E w Z® E ° ♦- _ X � 0 O Z O N a" �Z g ¢% ¢W ca m� . O Z<z�c J �m fy M mow; UO y� U az W �� 3t LL mio CD< `�`'�i= Mo zla 8 3 c 0 O12 Z >( J ' LO rn c� �-..L0e � CO cM Q Y O m m LO QI O N o C N .0 T_ 0) Lid O� �- � T o Z M Z N E T E a U JOB NO: 22-06469 SCALE : AS NOTED SHEET NO. WP Mounting Bradwts (10 Gatagei 411.2"x41J2'x2-12" 112" Dior A32S (Typ') back Cross Support (May be cut to W ) Rlght Bradcet (16 Gauge) #14 Self -Drilling V screws 10-5/8" AX Unit Bottom Edge Hurricane Strap 3 gypica lM 3 in front) Washan Front Crass Support Self Locking Nuts (May be cut tow) Left Bracket (16Gauge) #14Se1F-€1r11in9ScrewsThruBrackeu& Back Cross Support Mto A/C Unit Bottom Side (Typical- 3 each side for hurricane use) INSTALIATION INfORMATION 5parr6crsdollenwasounialiffl..p4n,"Jadiwith husishiasematesc �t;steel Sat Ikaasiax ivaYti6te wpeY agYeY faetlrtlleltjlYy Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Feet 1 a1 IZMO=l ss29i entevor pYi BYa 1 M ]yip MWWfsAUW cortutatlntlrrraLloahhat VasddedIN 1f> IB@mftmd FeCAmroval Aga[a0agam AMrmstlon 2020 smad Vent Red'as, Ine, moham Graham M-. V N- PE. Leese abandon p.E, 12NMOM 12/10020 12R82020 Approed Callow smidral co mpo nerds, (077) 411d38e PE 737TO (334) WDI.1E0g "CalaporY• products Introduced 06 a Result of Inrollisrtadvehtcan NerTetlhnaugy CompilannNedmd. Evaluation Report iema Fields RedsieredArOW ors Umsed Flodda professional Endnter Quality Assurance Annoysdfor Use Aa6royed for Up kum Danish Awl Product Description 1,HVji satsideHVHZ 9,,hflad P.uYMu. 1 amadVem Model 61540.510 Dual Fumbon Flood Ad V4mhtion Vant 1:20112023 Y. Yea NIA 4106f1100 2 6mndvant Me* *1546517 uai DFunegm Flood and ventilation V4rd 12412023 Yn Yea N!A .100100 3 tons IVOm Moo: h4etated Flood Valt 12"J'i"u 3 Yes Yes NIA +100Fip0 4 8insdVent Model 111540-521 srm4ted Roalvet 12r312C23 Yea Yes WA .1006100 5 8mrlVem Vocal#1540-54 168,did;Con96 Door Finds Vet 1213e12023 Y. Yea NrA ADA 6 SewdVtd Modt311540-870 Wood Will lnwiated Fleod.Vent 1301/2023 Yet Yes NIA +100F100 7 IlrmrrVantMean: 111840.574 14.511.qud: Oarags Doer Flood Vent 121312023 Yes Yea NL4 WA Florida Department of Bushoss & Professional Regulation Building Cosies and Starindards. Product Approval Application Detall revisit 11141,21121 alim of elk Mile om*PWK&W Dal lygi YJUWG Manufacturer 2MM Vdeev.dey Validated fil g F1ICAmrmW AarapxW gibm ReNdOn 2020 Drexel Metals. iqe, Jabal ShumateZadnary R. Pdesf Lodes BMVden P.E. 08MOM20 08109=20 OW 2020 101132020 APK-W Coo": Rooeg '(502)303-101 PE-74021 (3341300-IWO SubCopewry: Metal Resin hnameta@ Faame(.mm Co nbM4 Method: EaaluaePl ROW frail a Perot Reglatvrad Arched or a Limon sad Floras Proft.ional Emynwr Miller g Approved forUst Allesoyedrrlise imold Dialm 8 hods[ Modd. awbrr Natrr Product Destdedell CoNred:P.wXrrlm Doh )p-WR OUrdd&NVM Resistant 1 txexel Meld RodMp Sydenl} DMC I.00'18. DMIC 15068, DMC 17W. DMC 20011. 12/31/2023 Yes No NIA W080 OMc; 5V Florida Department of Business & Professional Regulation Pane 2 of 4 Building Codes and Standards V252022 Product Approval Application Detail gggg Entity at � � Date iPardina 20 IM version Manufacturer oo ttjc(i Enalneer a Licenseetl yauowaY Valldehtl Ey1fs11 e0 FIND.AODrogl Approved Mug Revision 20M Therms -TN Corporation Srave,fasperson Lyndon. F. Sc hmW RE Ryan u King,� P.E. 04115aw 12r1 =20 04r22r2O21 Oa+082021 Approved Catag01Y. EArorior Doors M843..7as PE-434M (813) 767-6655 SubOal*99W."nging Exterior Dow Assembles sjoe-roontlitharmodru.- Compliance. Method: Evaivabon Reportfrom a n1 Fiord, Registered Architect or a Licensed Fbridsi professional Engineer pfalnll4ae�Msyraaadta ... , _. ,..MuMASsUmuroo Aoorowdfmuse Agalayadfarua0 Im1111Gi Pawn PrgtluclMetlel Number air Noma. In HVH2 $OA= lure 1. a. Thertrn-Tru Fiber-Cleesic and Smooth -Star Nominal BWW,88quotimpeadquot Opaque 42alt2022 No Yea Yee WA Composite Edge Fiberglse Single Door QnsWeg101aAvang; X eadiguratlm) 2 b. Themha-Tru Fiber.Claese and Smooth -Star Nominal BILM.8 &quotirpact&quot Opaque 12t31t2022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sddita(s) 0naWrd !Outawing; XO, OX.:or OXO cofturdona) 3 c. Therma-Tru FiberClossic and $moadi Star Nomunal 89,tT39'8 Bguntlmpact&gogt; Opaque 1213112ri22 No Yee Yes WA. Composite Edge Fiberglass Double. Door with or vadroutsdeltes (lnsvird1Outswing; )Xor OXXO corrflguralons) 4 d: Therow7ru Fiber -Classic and Smooth -Star Nominal SUW,0 squotlmpnctaqust Opaque 12I31I= No Yen Yes WA Composite Eta Fiberglass $NIO Door jlhswelgi0utsx#g; X co"Ouration) 5 e. ThermaTru Fiber-Cissielc and Smooth -Star Nominal 8800.0 8quot3mpa018gWt Opaque 12r3112022 No Yes Yes WA Composite Edge Fiberglass SiVle Cow vAh Sidalee(s) (InsvinglOuhvif Fig• XO, Ox. OXO caMlgurellons) 6 f,Therms-Tru Fiber -Gamic and Smooth -Star Nominal 803D;08quor,ImpadAquA Opaque 12J31l2022 NO Yea Yea WA Compoete.Edge Fiberglass Double Door Nish or vuthota Stlelites (InavAng70utommi;; XX or OXXO configurations) 7 g. Therma-TN Fiber-Chssto and Smooth -Star Nominal B&M,8 8quot>mpaa8quot Gland 1201C= No Yea Yes WA Composite Edge Fibakglaaa Sngle Door {Incv4riglOulewag; X.unrlfigunl8m). 8 h. ThermsTm Fiber-Classh and SmerYlt-Shr Nominsi 6&#39;8 &quettmpaet&goret Glared 12131r2022 No Yes Yes WA CompaeW Edge Flberylssa Sigle Door with �dc4ite(a) gnswnp/Outsvirip, XO, OXor OXO conflgun ions) 9 i. Therms-Tru Fiber -Classic and Smooth -Star Namina188dK19;88quot;ImpaelRquct Olaxed 1213112022 No Yee Yea WA CompoNsp E4be Fbarpiam poubb Door wig, or vag,out Sidelites 0rwA* 0unAA ina;.)(Xer O)0(O connguragons) 6&quotlnp*gt&quot 10 1. Themna-Tru Fiber-Cleasa and Smooth -:Aar Nomlhe166dk Glazed 1213.1I2D22 No. Yes .Yes WA Composite Edge Fiberglass Single Door (InW,4nglOuhwhgl X configuration). 11 k. Tharma-Ton Fiber -Gamic and Smooth -Star Nominal SZOWO 8quotimpactilgrat Glazed 12131J2022 No Yes Yes WA Composite Edge Flbwghsa Si gte Door Wgh Siddire(s): Onswlnslihito nia XO, OXor OXO confgurnions) 12 I. Therm-Tru Fiber-Clossio and Smooth-9110r Nominal BtiNWO Ilquotlrrpadaquct; Glazed 12r3112022 No Yes Yes WA Composite Edge Fiberglass Double Lmor with or witl/out5ideldes Onawing(Outswing; )X or OXXO configurations) 13 In Themia-Ter Fiber -Classic and Smoot -Star Nominal 68dK .6 41,quatimpaetd goat Glazed Molded 12J3112022 No Yee Yes WA Open Composite Eta Fiberglass, Single Door 0 nsviratDuaswi iai X configuration) 14 A. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&9*8 3gUotlnp4ct&gqct Glazed Widen 12r31r2(r22 No Yea Yea WA Open Composite Edge Fiberglass Sin81e 17cor yvith Glazed Molded Open &idelb(s) (Inawingf0utav�ng; XO, OX or OXO aonfill- cans) 15 o. ThermseTru Fiber-Clamlo and Smooth -Star Nominal 88:#3@;8 8quotirtpact&q,at Glazed Molded 12131/2022 No Yes Yss NIA. Open Composite Edge.Fibegiam Double;boof with a wthout Owed tdolded Dim Swims a iutswxig; XXw OXXO ouct;, le p. Themq•Tn FiW r-Gessic artd 9nhoOth.-Saar N min Opaque 12I31r20;$2 npa9te FgAaglaee No Yaa Yca WA Com �e SNg[a poor vAhMole� "Nng: Open SidelM(s) gnsYring 89 X0, OX or OXO cwnfiguratione) 17 q, Them,a-Tru Fiber -Classic and Smmth-Sear Nominal 68dti99;84quotlmpact8quot Opaque 12P3/r2g22 No Yes yes WA Composite Edgy Fibsglass Doubts Door with or without Glued Molded Open Sedelfte (Ih9Wn9V0utawhg; XX°a OXXO configuration) Florida Department of Business & Professional Regulation Par I a I Building Codes and Standards 10 2021 Product Approval Application Detail Saga Ent& or )tale Dist am, ftdrolass MW version sieffi chicC AaonivM lieluk RWMW 2020 POTkAuetlot Jens Rca.dd K.A+oode BCCO-CER M6A*Dd48000-VAL 11AVA20 1i14020 1124M20 Appnaed calagory: Eaww Dooro (941) 48WOO (786) 3i5.29B0 SL&Cdagoryr&king F.W. Dow Anomkilas Ir kiiilpgendrslde4a continuants Method. C.N.U. M.,% or hang ore ,.. QUaiNvAssurtuft AteraYldtoUse AmravedforIles 111M 22M Rrr,faa3 Yodel. nMrarat Nome product ' I,.ii� 1 pregnant 9 8O6rd70(Larga Morale lmpad) VkrA.aidng 31.. Oar 04N4rX121 Vat Yee Yes WA May 27, 2022 PRODUCT APPROVAL -SPECIFICATION SHEET (2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm IFL20461.1 A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.01-67.0 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth-Star(IMPACT) FL20470 +80,.0/-80,0 psf 12/31/2022 B. SLIDING Mi Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,7/-38.7 psf 4/1412026 C. SECTiONA►L Wayne -Dalton Series 8000/8100i8200 #1105 8X7) FL8248.3 +31.0/-35,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/ 00 #1123 (16X7) FL8248,10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38,3 psf 12/3112023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/ 55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0%60,0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FLAI3192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54,2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 NiA 6/2912023 Piyglass USA, Inc. far Tile Roof) POLYSTICK TU MAX FL5259 Nit 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 IWA 91912026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/3112024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849,16 - FL7849.20 NIA 12131/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F L17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/3112022 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 Stmng-Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FLi6527,1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 5/25/2024 The products listed below did not demonstrate product appromM 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) Florida Department of Business& Professional Regulation Page1 of Building Codes and Standards 10 022 Product Approval Application Detail Sr9 all 1 F IWor list all Doh Pandira 20 Ba version Manufacturer coined Endlaeer &Lleen9e validated By vauda( Submitted FIBC Approved ApgQyed Revision 2D20 Thenma-Tru Corporation Mis"Jasparson Lyndon F. Scheidt, RE. Ryan J. )ilea, PE.0713311ft� 07M2J2D20 07/2913020 10i1W= Approved Categoric Escterior Doors (8o0) S43,76?8 PE-43409- (613) 707.88a5 SubOste(pry: Singing Exterior Oca Assembles ajaspersonothematru= Compliance Method: Evaluation Report from a m Florida Registered Architect ora Licensed Florida Praessfon al Engineer lrtxturtzaraaiaeativast- , ;: .... OuaIILV Aaauranrt Aoaravedfer Use Anorauadfarl)ee e s Pradhn:t Motel. Numbaror Name Produet Dawnotim Cdngaet EkoiratllNl Ogre Ind CaneseHVIR RosleMrrt prlmune 1 a. Themn-Tru FibmClassic and Smooth -Star Nominal 88M39;8 8quotlmpad8quat; Opaque 1213irw Yes Yes Yes WA Composts Edge FlbsrglahM Snglb Door linavirglOulsMng; X confguralion) 2 It. The ma -Tit Fber Clasacand Srmoth Sca Nomina188M3988glmtimpaet8quok Opaque f�J31Pm22 Yn Yea Yea WA Composite Edge Fibaglapl Smpla DoorWgh Sidelie(s) 0lssing1 01 mNmg; XO, OX or OXO oonnguratlana) 3 c. Therms-Tru FirarClusle and Smooth -Stair Nominal B&#6g6 8quotlmpilot8quot Opaglm 1213it2022 Yes Yes .Yes WA Composite Edge Fiberglas= Daaale Door Nil or wlmout Sweet" (IraamnglOutswita; XX or OXXO cwrdlguratons) 4 d. Therme-Tru Fiber -Classic and Smooth -Star Nominal 6&#339;0 dgtotlnhpact8quot Opaque 12f31J2022 Yes Yes Yes WA Comlm$I dge Fibegiass 84ngle Door (Inslvrmltkrtawing; X oonfiaumt10n) 5 e. Theron-Tru Fiber-Claosio:and Smooth -Saar Nominal8i,# ;0&quotlmpact&quot Opaque 12r31r1022 Yet. Yea. Yes WA Composite Edge I -rillasit Singh Doorvagl Sidalte(s) drrev4nie0ulawillq• XO, OX or OXO conhgurationa) 6 f. Therms-Tru Fiber -Classic and SmoothStar Nominal 88ir9g;o 8quoklmpad8quoAt Opaque 12131F2022 Yes Yes Yak WA Compoege Edge Fitxelgtafa Double 17norwith or without Sklelithe (INlwwrWOucoMng; XX or OXXO Configurations) 7 g. Thems-Tru Fiber-Claskieand Smooth -Star Nominal 6&XXt;8 BquAA1mpsd&4uaR Glazed I2J3112a22 Yes. Yes Yet WA Composite Edge Fiberglam Single Door answrefoutswarg; Xconfgureltan) 8 h.Themat-Tru Fiber-Ciaesioand SrnaothiJtar Nominal88#8g:8dquotlmput&quot,Glezed 12131;2022 Yea Yrm Yes WA Oompgaite Edge FibegI-single Doorwith. Sldalte(s) {Imswingf0utewrng, X0, OX or OXO configumforw) 0 i, Therma-Tru Fitter-Clawo•and Smooth -Star Nomirrai 8&4J30 kuotimpa&Aquat Glazed 17131?2022 Yes, Yes Yes WA Compoa is Edge Fiberglass Ow ble Dom Wth or vdthout SWIMS (lmeMrW0UbaAAng; XX or OXXO configurations) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal6 Mli 8quctlmpact&gI Glazed 12131am Yea Yes Yea WA Composite Edge Fibargless:Sin Door pnaw(ng/ X configuration) 11 k. Thsrms-Tru Fiber. -Elastic and.SmooawStar Nominal WORD 8quatlmpact&qua Glued 12r3laM Yes. Yes Yes WA Composite, Edge Fiberglass Single Door Won adelto(s) (Inawing(OutFWng; X0, OX or OXO cordigura9ooa) 12 I. Themes-Tru Fiber-Clasiso and Smooth -Star Nominal 8&Wli aquotlmpa"wat Glazed 12131t20'22 Yea Yes Yea WA Composite Edge Fiborcdlass Double Door with or withoutSkmbos(Irre AgAgutamng;XXor=0 coM>gutations) 13 m. Them a-Tru Fiber.CU"C and Smooth -Star Nominal 6&#WS ilquotimpad8quat Opagoa 12131R022 Yes Y" Yet WA Composite Edge Fiberglass single Door win 8quotNan rmpeaMqua, Sktegh(s) (Irmiirgroutevnng; XO, OK or OXO l onfturabons) 14 n. Thenno-Tru Fiber-Claute and Snoods -Sher. Nominal 6s*W,,88qudtlmpaK&quoN Opaque 1213tRg22. Yes Yes Yee WA Composite Edge Fiberglass Dou bie Door With 8quotNortlmpact&quot Sidelirx(InsWrgl0utswiFig;. OXXOaonflgurawn) 15 0, ThermeTru Fiba-Cleissicand Smooth -Star Nominal 8&W ;O squokimpaet&qugt Opaque 12J'31/2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door Wig) &quotNorc Irryrad8quat;:SidalRe(a] m OneArngfOutewire. x0, OX or oonfqurabons) 18 p. Therms-Tru Fiber-Ctasslo and Smooth -Star Nominal 899W.0 aquotlmFm4&quot Opaque 12t31=22 Yes Yas Yes WA Composite Edge Fiberglass Double [bar wph 8quotNon IJrMact&quotSdel11s(Ins rigtOutaWng; OXXO configuration) 17 q. ThermaTru Fiber-Cleasic and SmcothStar Nominal 6&MRS9quatNon-impacMgmt. Opaque 12131r2022 Yes Yes No WA Composts Edge Fibefglass Single Door n-1 Dnav4rg11Dutawinp, Xeordgurationt 1s r, Theme-Tru FberClassic and Smooth -Star Nom10s188fKiP88X n-impecc&gUot Opaque 1213Ir2m Yes Yea No WA Composite Edge Fiberglass Single Door eaith Sidalte(a) DnswinwoutaMng; XO. OX a OXO corfiguations) 19 s. Themma-Tru Fiber -Classic and Stab -Star Nominal 8&#3g;8&quotNon-lmpao*quct; Opaque 12J31t2022 Yea Yes No WA Composite Edge Fiberglass Oaubia Door Nan of without SkWMm (IewnWrglOUFwMrg; XX or OXXO conngurations) 2D t mn Ttaal-Tru Fiber -Classic and Smooth -Star Momina188NSB0 8quatNon-Impacffig1xX Opaque. 1213YY2 2 Yes Yes No WA Compacts Et�e Fiborylaas Single Door (InsvAng/Ouh=wino X sbnripurabon) 21 u. Therms-Tru Fiber -Classic and -Smooth -Star Nommal 8&R38;08quctNoh-Impaa8gUot Opaque 12131J2D22 Yes Yes No WA Composite Edpe Fitlarylam Single Door Writ 5idel%(s) Onvo(ngo0uteYeng' XO, OXa OXO cmN11UNA0nal 22 v. Th.-J. Fiber-Clamieand Sirrmlh-Star Nominal g&#M O&quot;Non lmpad8quot Opaque 12t3 rAM Yes Yea No WA Compute Edlis, Fiberglass Double Door Win or rdthout Sidekes flitw*pf(htim ing; XXorO)m configurtions) 23 wr ThrrrwTni Fiber -Classic and Snodh-Star Nominal 8ti WA &quatNoll-ImpacAqugk Glazed 121911207d Yes. Yes No NiA Composite Edge. Fiberglass Single Door (InaNingN]utewig; X oonfiguretim) 24 X. Therma-Tru Fiber -Classic and Smooth -Star Nomimed OCN88quoYNdr1-Impaid&quot Glazed 12131r= Yes Yes No WA Composite Edge Fiberglass Single Door with �dalte(e). VnsWrgKXAsWng; )(0, OXa OXO corlfguntoha) 25 y. Theme Tru Fiber-Classc and Smooth;8tar Nominal 5&WM',83quctNon-Impoct8quot Glazed 12r31T2022 Yea Yes No WA Composite Edge Fiberglass Double Door with or WthoutSleelRes (ImawinglOuhwing; XX a OXXO configurations) 26 a. Therm Tru Fiber-ClsWe sled Sm MAK-Mar Nominal gef39;0&quoSNoMImped&quot Glazed 12J3lf= Yes Yes No WA Composite Edge Fiberglass SN1gls Door pnsMnialOutew'r>g; X configuration) 27 ze. Themm-Tru Fber-Classic and 8nooth-Star Nominal 8WW,0&quotNorr1nvaa&quot Glazed 12131/2022 Yes Yee No WA Composda.Edgs Fbeigtaaa Single Door with 5!ddbe(s) (mawrglOutsv4no, XO O)(or OXO configurations) 28 A. Themta-Ttu Fim-Classic and Snloodl-Star Nominal SWM;O 8quothlor i pacAquot; Glazed 12131/202P Yes Yes No WA Composite Edge Flflergas�s Double Dow -with or 3 wrthaut Sslal)bs Qrewtngt 111g, )04a OXXO configurations). Florida Doperbnant of Business & Professional Regulation pale 1 ai2 Building Codes and Standards sir Product Approval Application Detall sfmi enterair R a gut DM position an MM ygdo , » Curtail Ewa Irc.aa. yggypA& ypp&pg mom= Frakga eafl rhiagmad son RaV.W 2020 MI Windows and Dears, Brent.tuner Lull Roberto Lana Stevan M Won. PE 1CAfi' 020 10982020 ionw"23 12n54A20 Approved CYegay: Eseria Dpore r717,385+3300 P582514 (71T)31T-W4 el Catepary: Slicing Exterior Door Assembles blMnger@mNrdrom Corpl6vtO4 Method Eypuagd, Repa1 tom a Florida Registered Architect We Lioenaed Florida prof sswel Engine. jj4�2.Relaaedri�, Golden Assurance _. Amrowdfa use Approved for Uaa kwa peelon Bap.= Prod,lat YuMd. Number or Mama Product.{ n In.�t R P.LtMId[9. 1 SERIE8420ALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 12012024 No Yes No WA 145-Y48quotX80&qud: NON -REINFORCED 2 SSMICS420ALUMMUMSM SERIES 42CALUMINUMBGD OX.XO.XX 12312024 No Yea No WA 88&quctx80aquat NON -REINFORCED 3 SERIES 420ALUMINUM WD REINFORCED SERIES 420 ALUMINUM 830 REINFORCED OXO 120112024 No Yes No WA 145-3t4&1pNAx086gaa1: 4 SERIES 420ALUMINUM OW REINFORCED SERIESA20ALUMINVM 80D REINFORCED OX 1231R024 No. Yes No WA XO. XX 5 SERIES 42CALUMINUM SGD RE1NFORCEO. SERIES 420 ALUMMUM80D REINFORCED XXK 123120224 No Y. No WA I43&quot:s908qua: Florida Department of "Irmo & Professional Regulation Par 1 ad Building Codes and Standards 10=1 Product Approval Application Detail SiYY 1. C� A0 am care Foods- t" lygt YFIIIPL ;A1o1Q mror cantsetBbthaar a uaart VaiMMed ey Validated $LgeICtd FBCAMMVW Approvi 9 l igA It"skln 2020 Mrayr,e-Doton,a dwsbn ofOvnhaad Door Dwayne KWM.h John E. seams JallreyP.. Amman. P.E, 10112121120 alv=20 10232020 12MVM20 ApprO*d Corporation (330)7*4121 PE-51737 (904)8218200 C*.WW. ettena Doors dkanlshllwayno dwitm C autrdagur. 6.0-1 Water DoorAeawrbnoa am Carnmanca Method: Eviluohan Report ham a Florida R"IstarodArchited or a Uos"sed Fiprido Prelesslans Engneor . CIWWIRAWa Agora -ad heUns AmrawrforUu tender 210M $tQ# IROohxt Yoaal 1baMa or Noma Product ,Dossdgtlon Comxt lhoirdiri gala In MVNZ anNd tnAiz tom. pf.NYiLC 3 8MI81DO200 #1105 MM; Me. width 14a11I9: Mo height. Glsrin9 12/31=3 No Yet Yee -+31.001.35.00 Available In top or InlrorndiY4atation. 10. g000B1001200#1123 168#39:Max I*ift. 101100; Max height. gla21rng 12131=3 No Yet Yet t30A0/-33.50 available in WR or leternodtote, seals,. ti 800018100420001124 16039t. Max v4dm, Ia-Max height. Glenna 12J312029 No Yes Yes +34,40W0.30 "ideasin tap or hrtamedlele 404104, Florida Department of Business & Professional Regulation Peal a1 Building Codes and Standards r3rm21 Product Approval Application Detail S'rs4e dray or =t 20 aide Penram 2" liga version IaYCookedEmsmda issue yp[gggp($ yplidygsi 1uhmm LAGAO=mk AborthAnd man RevWon 2020 Cornea Olvislm aAADG. Ix, TOM Rattly UL LLC Troy Bishop. P.E. 12M012020 17A V2020 IZ-21PA20 Approwa ces,ow eavow Daore 1641) 494.2813 (954)947-MM eWcothilow. Extorter Door Cranponerds tan.releyQaeenehiq.co complionce Mtefod Crafkatcil Mad or ueahg m gtaltyAceurama Ag9rowdferUs# Amrowdfor Un ygetter pedw 9aa s 1 EtgtlucL n 1, HVHL 1 NFAU StM"m7m:7o7banEufYlti 847 eh9k and Peas d Ruth, Glazed, and LOUYand shale end pairs or 12/512025 Yet Yes Yee WA Doors hallow Arleta! doom. Florida Department of Business & Professional Regulation Fogel of e Mating Cosies and Standards 5 + Product Approval Application Detail Cy_ Did. Oda Be. Foodim tk" Milan vwahm Manuhniturar contact Enoinnaumarnot thudded EW ydiamw allutical FBC Ammyal AUMVW Atesta ReMslon 2020 MI WBndows and DWS Want swinger Amoncon Arahltscw l SteM. Uadh. PE 11J1.7M20 11M?rA20 11r27r2020 Approved catagay: Wndows III r)7833900 iAmufecares Msadetibrh am (1171317.8454 "ill ateoorr: Sll1Me-Hang bannlM�rrx,yd..aom cemation"Y41hod: Cornelison Mark a LlsOnq Amrrnedfor tlsa be..& paw AMA product Noes Number or Nana Pteduct Constriction - a IO tlYRi Outside HVHZ 1 PNMFO 2 165 SH 52X72 RnFhnga Rama IGABG single Hung 40/082023No Yes No +6*03 Lamhdod Ghsa ^W W Cn -CD Qi Q o 0 CU *- W^^ CD 0 U O VJ O C O � O O U_ O .cn 'O ty O L Q .E �� CU � . C � r� V J Q Z Z W J %\- C-4 O NCD u C3 4* t> d ' C 7 Mo r C LA.ca- cc co t- .de C Ct E "� c s " ; A 3 e- W V d Q O O -.� tlf Q.' C E R O � u fl Cn E Z _U) CU 2 tta� O CL � U 2 �e W CU W o L LU Q W z J z Q J 0- SHEET NO, PA 1.0 - _ _ _ _ _ 11 IN I I I Ian 9 ql t • I !.Tl'q I _ Florida Department of Business & Professional Regulation Page tag Florida Department of Business & Professional Regulation Petra at Building Codes and Standards 1125faa Building Codes and Standards +Fy1D7I Product Approval Application Detail Product Approval Application Dean i4jt! oluDLst Rltt 201 DatePondina 21M I= version IiBprd!lnNmC 9aBltat Engineer RLicense Validated But Validated AmetaAW FBOAnDmWI Approved AMU cede F DML am tat Revision 2020 Therma-Tru Cerrec-bo , Slave Jaaponwn Lyndon F. Schmidt P. E Ryan J. King, P.E. 10107=1 OW18=1 1011312ah 1211fir2M Approved mm veraloll l CKM Validated by yy(ddog agrigisaim ,facAnoraryd Anatmed3 Categery. EXrrldf Dome (800)843-7628 PE43406 (813)7674555 Ammlatbn 2D20 PGT Industries Jana Rosowdi We'd. BCCo-CEO MamFOade aCCA-VAL Itloaa20 11105024) 11111ra20 Agfrwed SubC:ategCly SvAngling Exberior Door Assemblies sjaspersortlithermaeu.co consou t, "no- (t141) 48&0100 (7081313.2390 Compitenu M~. Evaluation Repmtlroma m arbCatepo.r Sage Rung rosew nduaaiee.e 1 lo@pot Florida Registered Architect or a Licensed Florida cerrpuane rdhod: casicadoa Mere a usung can Profeesional Engineer f LiYid&ti,R1"Ptdaiaee, ... for AarInHVhZ lu AOeraWeNya tlalKa 12eam �aI�LB�YpIl AoetovWfortale AoDmvedfarlHe l � 12l9.A $ 1 rstradi;dratlonDm3m � $ 1A1L ll>t!Y. Prarsure S�>!pl1,1VMZ Product Madel. Number or Name Prodlwt Desonbaan Cr1tra Des CMebsitla HVHZ Resistant r e I 2 eH5500 (Large IAara lnpad) VYry181ngN Hung Nandou o71d071025 vaf Yea Y. IrrA I aTherme-Tru Fiber -Classic and Smooth -Star Nominal SIM113088qucKNon-InpagBquot Opaque 1Wire022 No Yes No WA Composite Edge Fiberglass Single Door 2 b. Themes -TN Fiber -Clack and Smooth -Star Nomhat 6fiMta BquoKNon mpactBquoK Opaque 12I3172I122 No Yea Pb WA Composite Edge Fiberglass Single Door with SdWW9) QnaWngtOwarving; XO, OX or OXO mn8guraaons) 3 aTherme-Tin Floor-Cleesle and Smbbih-Ster Nonbmt 6&M88griokNon-ImpocM,quot; Opaque 12131/2022 No Yes No WA Fltarglas Composite Edge Double Ocor vim or vdthout Satellites (In9Mrj/OubWft9: )Xa O)= omftumtgn4) 4 d. Therma Tnl Fiber -Classic and Smooth -Starr Nomire178I&0 BquctNon-Ir paaBquoK Opaque /213rf= No Yea Pie WA Composite Edge Fiberglass Single Door (In2WrWOuf vAng; X cordlguroton) 5 a Therma-TIu FlBar-Cla k; and S ncom-Star Nominal T&AW08quatNorr-IopaotaquoK Opaque IW3112022 No Yee Pb WA Composite Edge Fiberglas Single Dom with Sdrite(s) onsY.ing(Outsvi ng; X0, OX or OXO oonfigurations) 6 I. Therms-Tru Fiber-Cssslo ant Smooth -Star Nomhr 8IsM;OAqu"crn-ImpedSquM Opaque 1201r2m No Yee No NIA Florida Department of Business & Professional Reguladon Pagel at Compass Edge RbsMNm Single Door Building Codes and Standards 14=1 OnsWng(Outswirg; X oDMiguradion) 7 C. Themm-Tau Fiber -Classic and.Smooth-Star NornkW 681130;OaquokNon-ImpaddgUA Opaque 12J3112022 Pb Yea No NIA Composite Edge Fiberglass Single Door viM Product Approval Application DataN Sdelite(e) Qnav2ng10utaMng X0, OX or OXO ocan 8 It. ThemwTm Fiber -Classic and Smooth -Sur Nomit NAN;0 aquoKNon-ImpaaB,qudK Opaque 12/31/2022 Pb Yea No NIA Composite Edge Fiberglas Double Deer vdth or r4& B'Aft, or am am 20.e10" !» vsaaut Sideetes (InaMng/Oirtawing; XX or OXXO 00nfigurston&) ,Miss, Version Manufacturer cooled 11-1-or9 Umma Validated b VrDihd alb FaCAmmvd Ager,ggd alma 9 LTaerma-Tru Fiber-Clssioad Smooth -Star Nominal S&M:84quothioRlmpact&quoK Glazed 12I311202,2 PM Yes No NIA AMmatkn 2020 PGTlndustris Jms Rmoow MamFOode aCCO - Cell MamtOad.8000-VAL 11)05Q020 11105IM20 11M412020 Apprarod Composite Edge Fiberglas Single Door caleawy: vandara. (041348"100 (786) 315.25M OranMndomtawrw Xowdigu st on) funCregarg: Fired )roawyalQpgindllwneac 10 J Therms-Tru FleerZimaie and Smooth -Star Nombal5&a3B;8 aquotNon-ImpacaquoK Glazed 12/310022 No Yea No NIA Cortpderrerrbm: Crtllceen Alec%alJWng om Composite Edge FRwghm Single OeorMm Sidelib(s) (Insv/ngrOurLMng; XO, OX a OXO - - configunitom) 11 k Thema-Tru Fiber -Classic and amaem$ter Normal 8411039:841quotlion-ImpactliquaK Glued 12131r2r7I2 No Yes No NIA Acaray.etorum Anor-liforu.. lerst 2L*M Composite Edge Fbergles Double Dos with or 2tlat Product Yodel, Mummer. Name in KVHZ Outside HVHZ alsistat PJmMIa Mto lSdelins (Inswh groutaving; XXor OXXO 5. PW-BS20 (Lg. Ma'ale Impact) Nay/ Fired Wndoe 44,3042625 Yes Yes Yes MIA oclfiguradons) 12 LTherrra-Tru Fiber -Classic and Snnoth-Star Nominal 7UU;O&quoKNon-ImparBquoK Glazed 12/31r2022 No You No NIA Composite Edge Fiberglass Snale, Door Onervina +a; Xwniigmaaon) 13 m. Therma-Tru Fiber-Closie end Smooth -Star Nanirl 79#%;OflquotN..4mpad1quo1; Glazed 12131/2022 No Yee No NIA Composite Edge Fiberglass Single Door with Sidelite(e) (InevmotrOubwing; AD, OX a OXO configurations) 14 h. Thsm %aTru Fiber-Chsle one Smooth-Slsr Nominal. 8603g;08quotNon-impad&qucK Glazed 172112022 No Yes No NIA Compos at Edge Fiberglas Single Debt (Ineatngrouhwhg; X configuration) 15 o. Thermo-Tru Fiber -Classic and Smooth-Sb r Nominni 56e3111;08quotbloMmpeoAq aoK Glued 12/3112022 No Yes No. N/A Composite Edge FberglasSingle Door vath SideBle(s) (Insointioutsrdng: )(0, OXw OXO configurations) Florida Departiment of Business & Professional Regulation Ihep tort 16 p. Themn•Tnu FIOVClssla and Smooth-Ster Nominal 88039;0&quoKNon-ImpadaquoK Glazed 121311=1 No Yea No NIA BuHting Codes and Standards 10=1 Composite Edge Fiberglass Double Door with or MBlom sidelines (Inswirg/Gutswing:XX or OXXO configurations) ProdYGtA Approval Application Dean PP 17 q. Then isTru Fiber-Cissic and Smooth -Stir Nanirl 6&.g39:8&guotHon-Impadilquot Opaque 12131f2042 No Yea No NIA Composite Edge Fiberglass Single Door with Transom(InowinglOu(ewing; O/Xconfigurabon) 18 r. Therma-Tru Fiber-Claeaic and Smooth -Star Nominal 88#W;8 &quoKNoMmptrJaquot Opaque 12131/Z022 No Yee No N/A 5� E➢7atig lelss 11 Coo Edge lass, Sin letbor with PaaeaEd- 9 ventedsir Bidelils{sj andTranaom {IrawingK)utevrng; OlXO; mm Xl= catm E091m141mms, YAa00W 3ritrad tl EicAwroms aammw awn GNOX or WXO eeMrgutabona) Revision 2020 JNnes Hardie slang Products. Ina Chad Olrebl V. Andrew Ton John soubrad, P E, 01A52021 i2/10AX o1,092021 clog F8C AM, 19 a Therma-Tin FbouClasio and Smooth -SW Nominal 8aa36;B&quotNon-Irrpad&quoK Opaque 12t!II/ 22 No Yes No WA catsaay: Panel Wall (909) 545-8350 PEs1962 (352) W-2529 Composite Fdge Fiberglas. Single Dow with MttetsgoM acting shad.dlydes�BJameshrd Siddllea(a) (ImrMn91O.1xnokap; XO, OX or OXO C4rlpllancsNomod EWlitatw Report tom a a.mn Continuous Heed and Sit configurations) Florida ResiWresMdeeact we Ucntrl Flerlds 20 tThere Tru Fiber-G2rask and Smooth -Star Nominal 816M.0 aquot;Non-Impad&quot Opaque 120ir2022 No Yes No WA Praanind engineer Composite Edge Fiberglass S' e' Door with .1 Sidel nswin %I OX or OXO Q dGu[eWnD, �kdY9tt _ - ,aB(>a Continuous Ned and Sill configurations) 21 u. Therma-Tru Filter -Classic and Smooth -Star Nominal 59M.e&gagt;Non-Irrpad&quo[ Glazed 12131/2022 NO Yea N. WA $dmA PrbtlrAt Yadel.fianbr Guam? Assurance Product not rg_4Le Apgevad for use Im hm Dldo Composite "a Fiberglass Single Door % tit "Nam rdir�Y2.i Jp.lOAji ieW1Mt PletalD. SMraa(s) Qm M IWlOuWA g; XO, OX or OXO 1 C-0.4 lap adng fiber-s.mont lap ailing 1203in02s Yes Yes NIA NA Continuous Head and Sill configuraaWs) 2 Hardee" Lap ading llbeneemsst lap Me IWIAM3 You Yea NIA WA 22 v.Theme-Tru FberClassicand Smeoth-Star Nomia188A139:08queKNon-Impad&quct Glazed 12/31/2022 No Yes No. WA Composite Edge Fiberglas Single Door with S cialae(s) 0 nsMnWOuImvIN; XO, OX a OXO Continuous Hod end 90 connguratione) 23 W.Therms-Tru lebertiasie and SesnWMStar Nominal SUMir tquMNoh-ImpacdcluoK Opaque 121311= No Yes No WA Composite Edge Flbegtes Door Panels wNh Vented SSde(WO BrnswWOulawiq; XK XXX or XXXX ONWW fabom) 24 xThema-Tau Fiber-aawk and Smooth -Star Nominal 88ir3D;0&cluctNon-Inp"WquOK Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Door Parole with Vented Scielaa(s) 0wWn9fOuWmb% XK )M or )OM canfigum5ans) 25 y. Theme Tna Fiber-Cissicantl Smooth-Srr Nomial8&r39;8 aquat;Non-Inwo&quot Glazed 1213l/2022 NO Yes No WA Composite Edge Flbergam Door Ps note Went Vented sdelde(s) 0noWnglaRa,:g; XX )=a )Go(X Rodda Department of Business 8 Professional Regulation Passion 20 z.Thera-Tru Fiber -Classic, and Smooth,ffiar configurations) Nominal SLIM:0&qutNon-Impecdquot Glazed 12131/2022 No Yes No WA Building Codes and Standards 9 loar7D21 Composite Edge Fiberglas Door Pawoo, Will Vented Sktellte(s) (IneWAWOctewhg; XX, XXXor Xxxx Product Approval Application Detail cwNlpuraeons) 27 za. Therma-7ru Fiber -Classic and Smooth-Sdr Nominal B4'!WINcuMNon-lmpactaquot Glazed 12f31f2022 No Yes No WA Composite Edge Fiberglas Single Dow wkh 38d?BU Sidelines) QnswingfOulawing; XO. OX a OXO � An 26 zb.Therma-TruFiver-Classic and Smooth -Star - SLIM; NominuarlSuot;Glazed 12/31/2022 No Yes No WA Myna Yldm M Contest awsww llsm YliAbM ydgxt IBamigd FPPSCAw armml aim Composite Edge Fiberglas Double Door with W36;0 Siderbes Qnsw(nglOUtrning; OXXO F"sum 2920 TAMKO Buidhg. Products LLC KOM Elan ROW NNminen Jan W. KneaeNch, PE 1004/2020 oamo21 IOA72020 12n542020 Approu&d c9ofturatn) CRsaary: Pouting 1417192441a44 PE50/6e (934)7M-8TJ4 26 tax. Thenro-Tru Fiber-Cfasec and Smooth -Star Nominal S&M.0 dquot;Non•Irrpact%quot Glazed 1213112022 No Yee No WA arrCabsomr-Und daytrarts kwri_aamrstonw.wm Composite Edge Fiberglass Single Door with 3W90 Compliance Method Ewlustn.Report tan a ngOutMwng; XO, OX or OXO Florida Ragirarad Averred ore U-sed Fiend. 3o zd.Tiara-Tru FiberClssae and Smooth -Star "Ifiouratbioarnws7 Nominal 8&d36:0&quotNon-Impact&quoK Glazed 12811XY22 No Yea No NIA Prcressand Engineer Compesite Edge Fiberglass Double Door wish :. 3&#W;D Sdeaes (IncainglOutoMng; OXXO 31 za.Thermo-Trus Fiber-nasicand Smooth-6tar configuration) Nominal 7&999;O aquoKNon-Impgci&quoK Shaker 12131rAm No Yes No NIA IMA P''°d"c'aY°'f:`Nm"uer °r No"'° 911dImCa�aaOs Product Desolation argag eadr vsa A-1-dfor Laos Imard go" assistant P- - re Serise Compoede Edge Glazed Fiberglas Sngle 1 TAMKO Rod Underlaymenls(HVW) Roruncledlymnto for use In F BC HVHZ 05012023 Ya No NIA WA Door with a without 1&A%2 Sdeibe(s) lwa Onowng+Oun using; X. OX XO or OXO ocn8gumbons) 2 TAMKO Rod Undemymrds (NONJ4VFQ) ueldbd Red MeAaymenHfor use n FBC non4/VF¢ 06292023 No Yea N/A WA lunedcums. Florida Department of Business and Professional Regulation Building Codes and Standards 3/15/2022 Product Approval Application Detail FLOMO-R31 Code Entity or 20k D" Status _Ngif Version Manufacturer Contact Englnaer & Validated BK Validated Submitted Pending. ARllcoved Approved Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1D12t312020 102212020 FEIC 12/1512020 Category: Roofing$954239133OSmalpert@polyglass.00m RobertNieminen Knezevich, PE ARRroval Subcategory: PE-59186 (954) 772.6224 11101=2D Undelayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FL2626"31 Engineer Products awl Product: Model, NumbZr orNrrae r r Raw 1 PoWassitoofUnde"ents Rooingurrdenalmlents 10f2111022 No Yes WA 4WA/-822.5 1 Polyyass Root UndaMyments(HVHZ) Pofyglass roof unden4monto for use In FBGIW230= Yes No WA WA WHZ Woclkdlaa. 2 Potyglass Roof Undedaymems(mon-HVHZJ PoNalass roof undMaymelas, lbr use sr 11=3121=3 No Yes WA •N!M-622.5 FBC non-HVHZjudadktlora. 1 Potyglass Root Undeda)ments(HVHZ) via" roar undenaym ante for use in FB3 C12`2WX Yes via" No WA WA 2 Poly(/asd Roof Underta}ments (non-HVFIZ) Potyglass roar undlKlm *r*s, for use to 12/23/2023 No Yes WA •WA/-622.5 FBC nora+41MZ Jude"". 1 Polyg)assRoof Undedsyments(HVHZ) Polyglassroe underfaymeicsfor use InFBCiY2211= Yes No WA WA HVHZ jurisdictions, 2 PolyglassRoof Undedayments(non-HVHZ) Poyglaesroorundenaymerts,lot Wain 121230023 No Yes WA 4WAt-822.5 FBC non - WVHZ juriscidions. 1 Polyglass Roof Undehlaymer" (HVFR'r Polyglas roof underi minante for use in FBC I2'23Q= Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underfaymems (non-HVHZ) Potyglass roof underlaymems, for use In 1203/?A23 No Yes WA .WAI-6225 FBC non•HVHIZ jurisdictions. Florida Department of Business sir Professional Regulation has I or Building Codes and Standards loaml Product Approval Application Detail jus mm - Sao" Yresu Yelldltd®c MWItt IgICAP- A& dt+rsa RMaln 2020 Wait Inc, Erm v'h10e1 ICC EvruWon eaMa. LLC ICC Evaluation SerMa. 0M111021 06A02021 06I12r1021 Approved Calleow. structural Cnponer# (952)69e-ms LLC, SubCalago7 Than Hers awaldenQm7t.e0m i 265) 5994m00 CoRlpfiance Method; Evaualn Repot from a Product EWIua9en Entty . ggg j Product Mach( Nmhr w Mane D1MImt35M[.Mlg Predict Deserindon Approved for Us Aemoved In HVHZ outside for this MMLfttdsmd )impact. DSMm g9g(gg 1 M15AH6 to go. blob stenob truss onned r date 12131202Z. You Yes WA WA 2 1111WHS 18 go. sugar high strength trust connector pigs 1211r2m Yes Yes NA WA 3 MI 18 16.ga. Wes ctanestbn plate i2I312M2 Yes yes NIA WA 4 Mrims 18 go. high sberige, truss connector plats iltnl 22 Yes Yes NfA NIA 5 1111720H8 20 ga blob atiengen sort sonmdor plate 12JM=2 Yes Yes. MA WA 8 T1.18. Mr18 Ill go. lass connector probes 12mirm2 Yes, Yet HA WA TL20, MT20 20 go. lass connector plat" 12012022 Yes Y41 NIA MIA Florida Department of Business & Professional Regulation pager ofI Building Codes and Standards InrAz Product Approval Application Detail re9.da amhLas Dal late Dab houlm air Ama Yarsmn Morgutis" 2EM oxozmL*Iwm YelladiLk XNW" a19mpm fICAncona ( aaaotntamtl Saba Revision 2020 Lemons Kamm Jelly James L Budner, P.E. Raven N. union. PE IW311020 / 123J2M0 1112A2o2o sing FBC Appn Calegmy: Rasing (501)98361s3 PE-31242 (717)317-8454 8L6CobW#r. Rocing Accessories last we NMNy@Icmnco.eaa Integral Pon dthe Roans System compliance Issued: ".at).. Repel tan. FlordaRegrlooArchl ector a Limsed Florida Professional finance QuaftAtenace aoummtfor 1Use AborA>Mtterlla Inmd ROM ioag animAwacumunLgLhm Baia wa" in lOat gwgdLill4li sa w= Dust 1 Osck-At� DA4 or TRLBuilt U.&-Ar DAd Low Press, Pdyprolylena Plastic, Rod Vnt 12/1M2m No Yes No-4?.%57.5 Mechlr etNAtsohedte Pyamd Deek: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 22do Entioror go 294 Data Pending 2101 Tv" Version Maeufeeturor Contact EaalawI Ucamw Validated BY V1MaNa submitted FFICAsdroval Approved aim$ Revision 2020 All American Shutters and Glass Mier Bartwi Frank L. Banrardo, RE 7myBishop. RE IWW020 10115Y2= 111051= 12tl&2020 Apprwed Caiteaory: Shutters (561) 71249882 PE-OD46549 (954) 9474880 subC~1Y, Stet Powls mikebgellamericansnults COMPHaROO Method: EYauadon Report froma Meant Florida Registered Amtmact or Licensed Flory a Professional Engineer 111" Froducl MGdr.Numbrr Nang Product DaadNotioll Contract MaeMaaon Date Ammved fr ilea ACuroved for Ilse In HMQ OutaWe HVNZ traded Damian flasharlt Pressure 1 24gs Govanzed Steal Storm Panel 2499 Galvanized Steel Storm Panels 12IM2022 Yes Yee Yes WA Florida Depafinent of Business & Professional Regulation P>va 1 all Building Codes and Standards e/14021 Product Approval Application Detail am aim Rasa Panchen Din ]yes Veedon ! Conrad am iam a LOOM Validated ore Validated aam@d LiC AwroVd Approved IN& Review 2029 W."dustuesr Rtb Belden ICC Evduallon Sevica. LLC inn Letter, P.E. 02MO21 IDMY2020 021(021M21 AppraWd croOser. Structural comppned4 1253) 9248470 (Bee) 839-32ea rubCaieaary: Engineered Lumber Rdwt.BaldMngjeyrorm ComRlinn NNhpd: Evaluation Repo from a .wp.tml Product Evaluation Entry Al ffaM ULgn Baal Wall teatPradixt lopsedWart contract pordion not in EaR 4L/ade W" lislow lrawde. 1 Mcrdam LVL Lamneud Vale Lumber 03/312023, No Yes NIA WA 2 Pordlem PSL PomMI Strand Wmbar 03131=3. No Yes NIA WA 3 TlmOerSeend LSL Lemheled arena Lumber 03/31=3 No Yas NA WA 4 TJ lam Baas Structural Compete Lumber a Oriented Strand 0=12023. No Yes NA WA bard Nm1 Bard 5 Wgerho-Ran Bard Oriented Strati Baas Rrn Board 03131=3 No Yee NIA WA Florida Department of Business & Professional Regulation Pagel at Bulking Codes and Standards 14=1 Product Approval Application Defali her Medan gordissm .$pug& Lni &tJws. Yl1LWed.at Md"m tlamgtat FILCAmmYel A,-,d Blot RMskn 20" W Wndewsand Dowd Breraatlroer American Ardledura Steven M Won, PE 10A1112020 100fi2020 tOnWZ20 Appraad cassewr•W dews 1717035.3300 Maou4eNrars Association 1,777)3173M4 sWCrsgery: Horizontal Slow bsangehggnowd-torn co pilan" Maned Cwmam blue or Lis" Quality Assurance AnonrM for Use AaOreWd for Use. IKDW lossion yY(; Prafuerma_rrmnwarenm. Product p contract EseltaffinoinHVSL outside WVHZ Allw pl Prossi , 1 HS 168 Fln lid Flange ha nit 73.62I..Wf d Glass 02282024 No Yee No e55Aas rak zm Yersled N .LAalNrsC ReWeton 2020 W Mnd-d Dears caasgay: LW1dpw9. "Catyery:. Mrin. Campirrta blamed Evaluation Report tam a Ft." Registered Architect or. UsensW Flans Professional E.*- twmmuALftwkdL INA ft a smtkwbworwma 2 5784 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Ina" contest Emil -A tJcraae ROM Stange L.Is R Lams. PE .seven M LMth, PE (717)365.3300 PE62514 UM3174464 bal6ingoiilimkrd.00rn Pule / dl IA=l ant =9 naLemdm ail Validated S b t d FBCAODmvd Aereslmt a s 101080DW 10(14am 10n92020 12M52020 Approved .imddmA-- AceravatillbrUss A-,,d for its mind 2ROM i'J>dMS�l a kdmp,CYa BUDAti laitelde.Wiai Jodi rm PMaI(tt V.&W Aluminum Mullion 12)312024 No. Yes vs. NA Florida Department of Business & Professional Regulation Pgp2or2 Building Codes and Standards 101002021 Product Approval Application Detail hm Var.1- lowered- fi" akom ti jum Yr114mud OW xdww aiataed PBO A200at ft" RMsio 2020 Asltla Nick Thompson Lyndon F.6dunW,P.E. Ryan J. King, P.E 0211512021 02115=21 022211021 04n312021 Ppexoved cat6win Panel Wall$ 1330) 6=2389 P643409 (613) 7874 sN subCrcgory. Set% nth-psomNalside.eom Cornpeaaas N.eaed: EValusun Report son a Flods Raaistendlachitee! or a Ucenud Rudd. PrOhaeknel Engkesi ,.. .. .Quark, Assurance AovevW for use A-,oWd for Us Imga9L 12ldat e Pro" Most. Mnber a low Proud liswiotlon. Cw*od Cnirellon Oda 1. NNIZ fAardo NNiZ W.-Want _Pl."U I a&quct2T6quat Solt Vent or Sdk VW Sole I?131r"3 NO Yee No WA 2 b: supd'Aiteme T4&4ua: Star Vent or ease\W Sara 12J312023 No Yes No NA 3 c. &qur;Ciambner Vintage Besded&=: Son Vent or Sad Vent Sam 12131r"3 No Yes No WA 4 d Lwat:066quot Sale Venter Sdk\,WTire 12512023 No Yet No WA 5 a Lpid:Chnlw Oaklquck ado Vent a Solid Vkrye ado 12212M3 No Ye. No WA 8 I8Qud:aiPWSP*a&qud; UR Vent or Cord VkMWO 12131202s No vsa No WA Florida Department of Business & Professional Regulation Pepe 1 al Building Codes and Standards 140=1 Product Approval Application Detail Seto Casty a ,Dos Ymlon Immddam caatw EodauLLMO to Rnislon 2020 L.V. Thompson, Inc toe Thompson AcMtacNN Tony Witmen 28dwry R. Pdmt Motels Campny(TAMC01 r6131248-34M Pa-74021 Category: ROW" tnygparelraodhgmom arroCategoW. RooMgAcceseates that anon Integral Pan aloe Robing t3yalam ComptNlce Method EWauabn Rep m tom a Flodda Registered Architect ma Ucrased Florida twuaklumgmk Pm0boalnr Enemser lists &92NL2ng3gw 1 TAMCO Fir Top Or-Podge Vent air sole liar Tie 269a. 110110 roavardWW with babel 2 TAMCO OoosenedcVeM 209a. 3 TAMCO Off -Ridge Red Vent Ma gape 26 ga. slate mdvmMor Mee Integrated brae 4 TAMCO Round Top OR-Rkoa Yarn With Bane for TIN 26 ga. aide molvelaNCr was basic imi till DmePmom get Steven M Ulch. PE 0WI72020 09'1817020 09022,2020 12115=20 Approved (71T)31?- M4 Garelfty Assurance ADrovedfa uas ra nt In HWHE a184Yed for Uss 2WW9LM= 1111111M igruura Rum Pro-, 090m 28 Yes Yes NA WA 0900920Z8 No Yes NA s0l-52b 080082109 Yes Yes NA WA 09/OB11M6 Yes Yes NA WA Florida Department of Sualness & Professional Regulation Building Codes and Standards Product Approval Application Detail Purl d5 1//it@i go � Due ftndk. hJtt Versionti1gr� coated &ubem. Validated& Validatedaltpaed PlICA-®ul Aga4Jed $Wit Rovisicn 2D20 Rover closing Andersen Robin 0APA10 un6ame wflen Garyvv.Walker 11X1Y1020 illo m 11N502020 APprewd csl.gwy: Ree/ng (601)31106001 Services LLC. (206) B54-0190 aWCatagory. Roofing Ines ReblMnaraonigberel.co eamplinssaffso: eVdurlan Report from a m Product Evaluation Enbm' . .. nairrvAswrreas Amtmltlr9tttel. AearbuadfrVas ImalD. Dorm $ may �z is Rarny�9as ra. Spat ad Enable a co i 2n1�202g YAM NSA WAS Thatch ramp; tnwd 17 sexay6DO- Sirs. Shalis&amp; SON Choice Flat Pro1IN- Stoekfn. CA m2I3irl= No Yet NIA WA 19. 191-YSoo - ante, Shek.same; sue shake Flat Profile -RhtD, CA 121312020 No Yes NIA WA 19 Saxony 700- ehalw, Mae &amp;$04 Shahs Flat Prc&N• Stockton, CA f221/2020 No Y.. NIA WA 20 Rssmyy 700-sees., are&amp; Son snake Flat Wa6N•flte.o, CA 121412020 No Y. NIA WA 27 Ta(as cxpmafBatalena High PrWe-Kay, TX 121312M0 No To. NIA WA 29 'Al. Las Prose - Katy, TX 1=4102o No Yes WA WA Florida Depatmant of Business If Professional Regulation P4a / all Building Codes and Standards Inp" Product Approval Application Detail 9edb Dow ar $tt 21111 OKOP�&M no Las Version Yrrsmtarloa 90= LminKAJAM velooLAr )09" Mooted FBCA-9 augmag a" Revision 20M Ape Ru.d LaM. ICC Evaluation 6-um, LLC WYam M. Rental. PE Imi/ 020 +022/2020 11,05" lig8rd)20 APV"d crsew Sbudww Components (321) 710-3377 (407) 681-1917 SubCdasary: Trues Rohs sloWhQapnadw.ean Co plianw Ystihad Evdurion Repo tana Proud Evraabw Cray _ ousiAYAingerso Aoorovtl far Us Abaewdfer Us an 0�h 17laa t�,t) gg CnrraE Oraatian Orl IO.MZ 01"delA a )tom Pors 1 ITN BOGArdav Kilter Ste-91h IN sump: 8) metal Can.da Pig. 12/312M4 Yes Yes NA WA 2 ITW 800"ne--Rhoa Plate metal Contractor Plate 12I3112024 Yes Yes MA NIA 3 ITW BCG/Apa Taalar metal Connector Plate 12/312024 Yes Yes NA NA 4 ITW BCQhM*. Wald Metal Connecter Wale 1 N312M4 Y. Yes NA NIA Florida Depablmorld of Business & Professional Regulation Building codes and Standards Product Approval Application Detail Pau 1 d2 VA 021 gift BrAh at SKI Dab PM&M an had ) a 6�La coaled &ask,-& lams Vadr.d tar Ye�d S E A -mall adia Albrmitlbn 202D Alpha Aluminum, tic. Jose ant Lun R. Lomas Seven M. utkh. PE 11AWMID IIMSM20 IWWQ2o Approuad category: Panel Vkft (407) 509-2008 PE-82514 (T17) 317-8454 SubCoftog": SOft .WWuNnunincityah. CempesetMrhed: Evaluation Asper tern 4.0001 Floosie Regist"dArchitect or a Uonsed Florida Rdenlnel Enemer Codes Assurance Aproved for Use ADareved for On INEW Dodo ftnuluck liesertofficul gagmtlnWAWQ20 1, HVYt: Outside M lei Resistant PraaYra 1 Alpha Numhwmsdld damp: Varied .Auminum Soft Alpha Aluminum.$rid &smp; Vented Aunmum 07I302023 No Yes Me WA Chill "W;. Wad SdW Chou Lamp; Wood Florida Department of Business & Professional Regulation Building codes and Standards Product Approval Apppcation Detail Page i or 132p21 Ew Do an am ponanct no mm Version tigl)N( Eprtl3fuiLlmae Vaaowdb Xvkwm igisdad Facannmal AIg2mm a" Revision 2020 be Wnd-.rd Doers Brand latrngw ArnMcan AftIM-1 stoves M Won. PE 114227020 1V=020 112S2020 Approved Oatsgory: Windows 1717)385a300 Manulaclurra Alsactetoo (71T)31T4434 MCAtaOOM1n Woad baatgeramled.com Owpilencs Maerod Cortificteon hb k or Lipig. -. Amreyearerua agotayrmm[.1ma i01WM DIBbtO node nnbatmoN.rammerwNsma gip )p({VMZ outside KM n4dunit Pressure 1 1SSPW 73. 72 Insulated Glass 04W/2023 No Yes No .001-80 Florida Department of Business & Professional Regulation Pugs I dI Building Codes and Standards 1m2021 Product Approval Application Detail Sale low= ilia Dar R*Lboau It hpa Version Manufacturer fated senator 8 Loarso Va resse au Validated SUbMINd PlIC AmemhY approved ar8a Affirmation 2020 FIST IndROas Jan. Rousseau tAarrCOW. BCCO-CER Merr1.Oode 6=0-VAL 11:e52020 110 020 11n Ir2020 Approved Cat. wv: rihrooues. (90)486,0100 (786)315-2SW subCrag.r.. Wall.. ImaonpillSigaMusates.c coapllarvA Mambd: Cerdleaaen Mara aihbng om ruallitAlsianssucts abuse,A&Ymra a Ancravedfor4a koka Rigm awe prods. Model. NLAOK a lama Prcoln)[o,. o In HVHZ outside HVli lt>� Program 1 MuanafaAll Doors and Ynndeme Abminum Willow 05/262026 Yee Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fart d2 lam, go acLa am a" Roil= 20 DR Version Manufacturer cardaa bmwoff A Ljewm Validated by Validated stbnft l PSCAWrOM Aedratat rises ReKakn 2ON GAF Michael Soon Robin N.minen John W. Nnesevldl, PE D026 020 092142020 100=120 12M52020 AW*Abd Craggy: R.Ong (800) 706.3411 PE-50166 (994) 772-5224 AL W.legler. Asehet Minglas mrlwQ9afeom CCUObe Neamd: evaluator, Round ban a Florida RpMeredArohtW Or a Licensed Florida Probesasd Crg eon CAWMASUrMo AMA Preduet Yoda ll-berar ihma Approved llrs OLld* HVHZ Inkw $moire 1 GAFAtphet RocnSheagles Fbergiaes mintorced 34ob. laminated. 54ah and 12118=2 No Yes MIA WA hepmkl7e asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Derail Pagel erl Ia= im au an DM*14nclm go 3ygs VW*W Ahnuhelurer Cowed �w&uo- VaNred aw ILdWd 4NOWtoog F Approved Re /akin 2020 Florida MON Pldd/018 Inc. Clark Jones James L. Beekor. P.E0 awn M. UMa. PE 042712020 890542020 10042020 12MGM20 AW-d CalspOy: Robing (904)785.8400 CBUCK Epgneang (T17) 31?-8454 subCateonrr: RoolingA4wgsoris the am an dwkillenenoom PE-31242 integral Port atne Roofing dywm CoOpllanea Method; EWurim Report from e Pardo Reglaia adAtdnmct or a (lensed Florida Prbleskml Engineer Acetone fr um Ageraad fare ((OtlVt 20M INA Proust Member. Nusbur or Me- r 33 3- FLAMCO &gtrd:RV 10 Rkgo Vant&gsd: Aluminum Rkpe Voris for e8dtede draFabricated 1221 214 No Yea No N/A tbm 0.= Auntinum Florida Department of Business & Professional Regulation P.g.1 of I Building Codes and Standards IMMD22 Product Approval Application Detail de Entity or DowAoosoval MaDa Version Manufacturer lir a Licaess V � $Y FBC Asuctrovail �It m{il4 Revision 20M Global Protection Products, LLC. Tim Robinson Wolter A. Tilt Jr., P.E. John W. Kwaevich, PE 01100ar1D20 0W0&r2GM 1010112020 121`1612020 Approved Morosely S ma- (954) 889.7545 PE-44107 (964) M,=4 subcategory: Stems Panels tim.robinsomogppe ntcom 0om9Nance Matted: Evaluation Report from Florida Registered Architect or.a Licensed Flexible. Professional Engineer Yl�t Alaolanssd ter Use AeasevM far um jaaat� R411ig Product Mode. Nunlberar Name Product ouaimlan Contrast Elaramon Dale In HVHZ Outride HVHZ Resistant pressure 1 20 Gage Galvanized $real Storm PansislHVHZ Corrugated Galvanized Small Stet Pones meenned 12131r2022 Yes Yes Yes NIA or not by sacks to provide hunieevae protection, 2 24 Gage Galvanized Steel Storm PawhJNHVHZ Coma tad Galvanized Stec Storm Panels retained 12131r2G22 No Yea Yes NIA or no by tracks to provide hurricane. prciactlon, Florida Deparhnert of Business & Professional Regulation rage/al Building Codes and Standards fr=1 Product Approval Application Detail Sa6 29fb a[ on an lie Cmddg me mar version Buggill tar[ ran= Pamra; 6LAWN Ydaer.d tar WON OADSO 29G &mews aaltat d alas ReNakn 2020 Cattmrdd Conaere Produtlodna Room Gat# Samuel A oneortberg Jahn Hoy 121//12020 lZM8,2020 12rAS2020 dh9FBCApen eareay: seem" consonants (613)e59.3707 PE-34245 (35218s4311 SubCragery: Products Inbodaad as a Rosh of Preaseaskvil mhoo.wm New TechndegLr COUVIWf aMetod: kVruriw Report bans Florida Registered Ardaheotora Licensed Flodde Prdaeskad £miner 20MLaam om hgmmmdlwu aggEmmrrlaa UNA 20= > hodsKt Yadd Number Rum Product Offollpthin igotidmatwmgu in HVHZ alai" pmum 1 Dually Praar a Conwralal Concrete Pmdaote Precast and Prestressed Concrete LMtals 0526=24 No Yea WA WA May 27, 2022 ^W W _ N _ Q CU �A O �O •D L -a CU p O Cn (c u U_ ^�1 W CU Cn v O L Z Z W J 1 _Nil` `_�` N C O W U r- C= C W N m + % L&. d O Va CV Z' C CV Nd 3 Y W C a�a w 4 10 m ra O 4J aP C C! � � T to J2 O v w E 'raiara� Z W CU ICU / O CL CL U O 0 W U ICU m Q - ` O L ICU W a � z J z Q J SHEET NO. PA 1, 1 • Simpson Strong -Tie 2020 FBC Approved Products Updated 10 EmFor drcet Inks to as SOT approvals listed below, CLIC K HERE For addtional information regarding Florlde's Statewide. Product Approval system end ~-Dade County Notice of Acoeptance (NOA). COCK HCRE. FL42355-R7 ftlProduct Model. Number or Name Product Description 1 Titan Stainless Steel Concrete & Masonry Screw (TT NSS) 1/4" diameter Titan stainless seal masonry screw FLASSWR6 8sa a! Product Modal. Number or Name product Description 1 SD10112DBB Outdoor Accents Connector Screw 2 SD911Z SD9212, SD10112, SDIO212 Strong -Drive SD Connector Screw 3 SD9112S4 SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22658, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 7 SDS25112: SDS25134, SDS25200, SDS25212, SD625300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw SOS25500, SDS25800, SOS25800 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS2530OBS: SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF27241 SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL#10007-RS Sea ar Product Model. Number or Name Product Descriution 1 ATR3/8, ATR11Z ATR5/8, ATR314 Threaded Rods 2 ATUD5, ATUD&2, ATUD9, ATUD9.2, ATUD93, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 B13316-2, BP112, BPU2-3, WW6-2, BP51&3, 13133A, WW4.3, BPRTUD3-4 Bearing PMies 4 CNW318, CNWit2, CNW518, CNW3/4,CNWS18-1/2, CNW3/4-5/8 CouplerNuls 5 CTUD55, CTUD86, CTUDOS, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, NO Heavy Hex Nuts 7 RTU03, RTU03B, RTUD4, RTUD48, RTUDS; RTUD6, RTU07, RTUDB Ratoheting Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 I12" Uplift Rod Run Tiedown System 12 URSS 508" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiiellmm System FLS10441-RO All Product Model. Number or Name Product Desotlution 1 DTI2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HDQB, HHDQii, HHDO14 Hold-down 4 HOU2; HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 5 HPA28, HPA35 Strap -style purlin anchor e LSTHD8, LSTHDBRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strapstyle purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 10 PAI18, PAI23, PA128; PAI35 Strap -style purlin anchor 11 STHD10, STHD1 ORJ Strap-slyle hold-down 12 STHDI4, STHDi4RJ Strap -style hold-down OEM Simpson Strong -Tie 2020 FBC Approved Products Updated IZ3W=0 For died Inks to all SST approvals fisted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mori -Dade County Notice ofAcceptance (NON, Cr rC.K HERE. 21 LB series hangers Top flange hangers available in width of 1-9/10"and heights ranging from 5-3/8" to 15-1W. 22 LBAZ series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 93N6"to 13-1/8", 23 LEG3, LE35, LEG7 sense hangers Top flange hangers available in widths ranging from 3-114" to 6- 7/8" and heights ranging from 9" to 33-1/2". 24 ME05, MEG7 series hangers Top flange hangars available in widths ranging from 5-114" to 6- 7/8" and heights ranging from 9" to 32-1 tT. 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/18" to 5 118" and heights ranging from 9-114" to 24" 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 3.318" to 7.1/8". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1.9116" to 7- 118" and heights ranging 9-114'to 32". FL#1066O-RS ,fi nj Product Modal. Number or Name 1 ABA44,ABA44R,ABA48,ABA46R,ABA88:ABA86R 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5, ABU", ABU65, ABU66, ABU66R, ABU88, ABU88R, ASU1010, ASU1010R, ABU1212, ASU1212R 3 ASW44Z, ABW44RZ, Ai3W46Z, ABW46RZ, ABWOSZ, ABWSBRZ, ABW7-7 4 AC4, A04R, ACE4, ACS, ACBR, ACES 6 BC4, BC46, B04R, SM. W SR, BC8, BCS2-214, BC82-3/6 6 C844, C648, 01548, CM, CB68 7 CBSQ44SDS2, CBSQ48-SDS2, CBSQ86-SDS2, C59086-SDS2, C8508&SDS2 8 CC, EQC, EOCU Series 9 CCQSDS2.5, ECCQSDS2.5 Series 10 CPT44Z, CPTSSZ, C PTT88Z 11 EP844A, EP844, EP646, EPSW 12 EPS4Z 13 LC844,LCB66 14 LPC4Z LPC6Z 15 MP844Z, MPB882, MPB88Z 16 P844, PB44R, PSM, PB66, P866R 17 PBS44A,PSS46:PBS08 18 PBV6,PSV10 19 PC44-18: PC46-18, PC46-16, PC64-18, PCOS-18. EPC4416. EPC48-18, EPC48.1 S, EP08416, EPCSB-1S 2D PC4Z, PC4RZ, PCSZ, PCBRZ, PC8Z,PCBRZ; EPC4Z, EPC4RZ, EP05Z, EPC5RRZ, EPC8Z, EPC8RZ 21 PPS"-4Z, PP844-OZ 22 RPBZ FL#IOW&R5 .till" ProductModal. Num bar or Nama 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, GH48-6, 01-148-8, GH410-O, GH410-8, GH88-8, GH88-8, GH68-6, GH65- 8, GH810.8, GH81D-8 4 GLB6A, GLB58, GLB5C, GLB5D, GLB7A, GLB7B, GLB7C, GLB7D 5 GLBT512, GBLT812,01-BTSIS, GBLT616, GLBT520, GSLT62O 6 HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HGT-4 8 UFPIOSDS3 9 URFP Product Daseriotion Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Boned column caps with Wt ranging from 3-114" to 9.112' and W2 ranging from 3-5/8" to 7.112" Screwed column caps with W1 ranging from 3.1/4" to 9-1/7' and WZ ranging from 33/8" to 7.1/2' Concealed Post Tie Base Embedded Post Base Embedded Post Bass Embedded Column Sea* Light Post Cap Moment Post Base Embedded Pod Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Dowrfptton Foundation Anchor Flat Retrofit Foundation Plate Girder Hamer Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy GirderTiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated IZ00/mo For dred Inks to sit 88T approvals listed below, CLICK NERE For additional Information regarding Florida's Statewide Product Approval System and Maml4:lea County Notice of Acceptance (NON, LUCK MERE. FLOI0446-R6 Product Model, Number or Name Product Description 1 A21, A23, A33, A34, A35, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVAS Outdoor Accents Angles 3 AP844, APS44R, APVBOO. APBSSR, APB88, APB88R, APB1010, APB101 OR, APVB44, Outdoor Accents Post Bases APVB44R, APVB86, APVB66R, APVB88, APVBMR, APVB1010, APVB101 OR 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2RA APVDJT2-4, APVDJT2R-4, APVDJT2.6, Outdoor Ants Deck Joist Ties APVDJT2RA 5 APHH46, APHH46R, APHH610. APHH61 OR Outdoor Accents Heavy Hangar 6 APL4, APL8, APT4, APTS, APVL4, APVL8, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH2.4R; APLH26, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTBZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4; FCS Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1,GA2 Gusset Angles 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 111­14, HH6 Header Hangers 19 li Knee -Brace Stabilizer 20 00, L50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, L650, LS70, I.990 Skewabie Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OL2, LSSJ21ORZ Flew Adjustable Jack Hanger 25 LSSI'1.81, LSSR2.1, LSSR2.37 LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skevwble Hanger 28 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 2S MMH8 Root Tie -Down 29 MMHC Hinged Root Connector 30 MMLU28, MMLU26-2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RSC. RBCP Roof Boundary pips 32 RST-3 Roof Tisi 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC. STCT, OTC, HTC4 TrussCiips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FLOI0447-R5 Sap # Product Model, Number or Name 1 AHEP 2 DSC2R•SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GBC 4 HCPi.81, HCP2, HCP4 5 HHRC2.2, HHRC42, HHRC42-2; HHRC4/1,81, HHRC44, HHRO5.2513.25. HHRC5.3713.lZ HHRC68 8 HRC1.81, HRC22 7 LRU26, LRU28, LRU210, LRU212 8 LSU28,LSSU28;LSSU210 9 TBE4,TBE6 10 TC24: TC26. TC26 11 THAN, THA213, THA218, THA21SQ, THA222.2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA428-2 12 THAI1.81r22, THAl2.06122, THAl2.1122 THAQ22, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2.4SDS3, THJM2-5SDS3, THJU26, THJU28-W 16 TSSR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2020 FBC Approved Products Updated 12r=2020 MmFor wed Inks to as 88T approvals Isted below, CLICK HERE For additional Information regarding Florla's 8tatewige Product Approval system and Meft-Dade County Notice of Acceptance (NON. LUCK HERE. FL#10456-RS AMA Product Modal. Numherpr Nama Product Description 1 ST,BTB,BTH Brick Ties 2 CMST12, CMST14, CMSTCI8 Coiled Straps 3 CS14, CS16, CS18, CS20, C-522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 CompressiorvTension Strap 8 DSP, SSP, TSP Stud to Plate be 7 H1, H10A, HZ6A, H3, HO, H7Z, His, H18S, H16-2, HIS-28 Hurricam its 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDSI,5, HSS22SDS3, HSS2-3SD33, HSS4-SDS3 Heavy Stud Shoe 11 HST2, HST3, HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS26, HTS30, HTS30C Heavy Twist Strap 13 HTS01SKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12: LSTA15, LSTA18, LSTA21, LSTA24, LSTA30, LSTA36 Straight Straps 16 LSTI49, LSTI73 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS18, LTS20 L'ghtTwistStrap 19 MOT Medium Girder Tedown 20 MST27, MST37, MST48, MST80, MST72 StralghtStraps 21 MSTA9, MSTA12, MSTAIS, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 22 MSTC23, MSTC40, Iiii , MSTCS6, MSTC78 Straight Straps 23 MSTC4883, MSTC88B3 Pre -Bent Straps 24 MSTI26, MSTI36, MSTI48, MSTI80, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x10-12, NCA202-12, NCA2x8.18, NCA2x10.18, NCA2x12-16 Bridging 27 RCW812, RCWB14 Wall Bracing 28 RPS1 S, RPS22, RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPt, SP2, SP4, SP6, SP8 Stud Plate Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tea 32 SS1.5, SS2.5, SS3, SS4,5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2118, ST2215, ST8215, ST8224, ST8236 Straight Straps 34 TB20, TB27, TB30. TB36, TB42, TBII& TB54, TB56, TBBO Tension Bridging 35 TW610, TWB12, TWB14 Wall Bracing 38 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB108, WB108C, WB128, ViS128C, WB143C Wail Bracing F iE-i. PF Product Description 1 CBHZ37x5.5,CBH2.37x7.63,CBH2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strut Connectors Gable Brace Connector Hp Corner Plate 3 HGU3.83SDS, HGU5.25SDS, HGU5.5OSDS, HGU5.62SOS, HGU7.00.SDS, HGU7.25- Heavy Hip to Ridge Connectors SDS, HGU9A0-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hangar 5 HHGU5.25SDS, HHGU5.50-SDS, HHGU5,02SDS, HHGUTOOSDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9,ODSDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS6.50110, Truss Clip HHUS7.2WI0 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU28, HTU28, HTU210, HTU26-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU, HUC set es hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/gSOS, HUC01.81/11SDS, HU00210-2SDS, HUCQ210-3-SDS, HUCQ310- SDS, HUCQ410-SDS, HUCO412-SDS, HUCQ5.2MSDS, HUC05.25/11-SDS, HUCQ810- SDS, HU00612-SDS � Simpson Strong -Tie 2020 FBC Approved Products Updated 12t3WA20 For died Inks to all SST approvals isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approved SYAom and Mar -Dodo County Notice of Acceptance (NON, drj W u Roc FL#11466-R8 §W Product Model- Number or Name Product Deaonotton 1 HHUS2103, HHUS2104 Joist Hanger 2 HRSB, HRS8, HRS12 Strap Ties 3 HU00210-2-SDS, HUCQ210-3-SDS, HUCQ3IO-SDS Joist Hanger 4 THGB2, TH083, THGEM, THGSH3, THGS H4 Joist Hanger 5 THGQ2SDS3, THGQ3SOS4.5, THGQ42-SDS3, THGQH"DS4.5, THGQH4SOS8 Joist Hanger 6 THGVV33, THGW34, THGW4-3, THGW44 Joist Hanger FL#11473-R5 Ua Product Model. Num bar or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 HIS, HISS, H18-2, H16.2S Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAM10, HM9 Masonry retrofit connectors 7 HHETAIB; HHETA20; HHETA24, H HETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META18, META18, MEfA20, MEfA24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSM18, HTSM20 Twist Strap for Masonry FL#1149&R$ $gig jt Product Model. Num her or Nama Product Description 1 DTT1Z DeokTonsionTis 2 HD12, HD19 Bolted Holdowns 3 HD3B, 11058, HD78, H098 Bolted Holdowns 4 HTT4, HTTS, HTTS3/4 Tension Ties 5 LTT19, LTT208, LTTT31 Light Tension Ties FL#13628-R8 Sara it Product Modal. Number or Name Product Description 1 SBS8x24,S8718x24,SS1x30 SBAnchor Bob 2 SSTB16, SST820, SST824, SSTB28, SST834, SSTSW, SST616L, SSTB20L, SSTS24L, SSTS Anchor Bolas SSTB28L FL#13972-R4 SaG X Product Model. Number or Name 1 CMST12, CMST14, CMSTCI6, C514, CS16, CS18, CS20, CS22 2 HRS6, HRSS, HRS12, FHA6, FHA9, FHAl2, FHA18, FHA24, FHA30, MSTI25, MST136, MSTI48, MST180, MSTi72, S/MST27, SIMST37, S/MST48 3 HTS16, HTS20, HTS24, HTS28: HTS30, HTS30C 4 LSTA30, LSTA38, LST49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTAR LSTAi2, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 8 LSUSH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTSiZ,LTSI6,LTSiS,LTS20 9 MSTA30, MSTA36, ST6215, ST6224, ST9, STI2. ST18, ST22, MSTC28, MSTC40, MSTC52 10 MSTC88, MSTC78, STS236 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S181 56, SIB1.81, SB2A6, S1B2.37, SB2.56, S/B2.58, Si83.12, S/B3.56, S1B3.62, SIB4.06, SB4.12, SB4.28, SB4.76, SB5.50 13 S/BA2.1218, SIBA2.12MO, S1BA2.12112, S/BA2.12/14, SMA4.1818, S43A4.18/10, SSA4.18d12, S.BA4,18114 14 SIH1A 15 SIHDBS, SfHD8B, SM IOS, S/HD10B, S/HD15S, S1HO158 16 SfHDU4, S/HDU6, SMDU9, SiHDUii 17 SfJCT. SJHJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twist Straps Straps 43 mil (18 gar) Straps 33 mil (20 gar) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 gar) Straps 68 mil (14 gar) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane Tie Holdowns Holdowns Joist Hangars Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHCTF) hangers available in widths ranging from 1-9/16'to 3-9/18" and heights ranging from 9-118" to 23.15f18". Face -mount hangers Face -mount hangers available in widths ranging from 1-518'to 7- W11" and heights ranging from 5-6116" to 12-7181'. Face -mount hangers Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 6-118" and heights ranging from 4-=' to 15-314". Concealed flange version (HSURC, HSURC) available for at double 2X and 4X models; only acute flange is concealed. Faoo-mount hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 1/2" end heights ranging from 2.718" to 19114'. Concealed flange version (HUC) available for all models having width equal to or greater than Z W16". Face -mount hangers Simpson Strong -Tie 2020 FBC Approved Products Updated IV3 2020 For drool Inks to all SST approvals Isted below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mami-Dade Canty Notice of Acceptance (NON, CLICK HERE, 18 SrLBV1.58, SILBV1.81, VLBV2.06, SILBV2.37, S/LBV2.56, S/LBV2.68, SILBV3,12, Top Flange Joist Hangers SJLBV3.56, SILBV3.62. SILBV4.06. S/LBV4.12, SLBV4.28, SA-BV4.75. S/LBV5.50 19 SLTT20, SDTT2Z, SM1714, HTT4, HTT5 Holdowns 20 SNSTOO, S/MST72 Straps 118 mil (10 gar) 21 SP4, SP6 Stud Plata Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL*13904 R5 Product Modal. Number or Name 1 CCQM3.82-SDSHDG, COQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.82-SOSG, C,CTOM4.62SDSG, CCTQMS.50SDSG, CCOQM3.82SDSG, CCCQM4.62-SDSG, CCCQM5.5OS0SG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.5OG-KT, ECCLLQMD3.62G-KT, ECCLLQM04.62G-KT, ECCLLOMD5,500-KT, ECCLRQMD3.62G-KT, ECCLROMD4.SM- KT, EOCLRQMD5.50G-KT 3 HGUM5.25, HGUM5.50, HGUMTOO, HGUM7.25, HGUM9.00 4 LGUM20-2, LGUM263, LGUM2641, LGUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM2103, LGUM3104, LGUM46, LGUM4s LGUM410 5 MBHA3.1219.25, MBHA3.12111.25, MBHA3.56d7.25, MBHA3.5619.25, MBHA3.5611.25, MSHA3.56/11.88, MBHA3.56114, MBHA3.56/16, MSHA3.56t18, MBHA5.5W.25, M13HA5.50/9.25, MBHA5.50111.25, M13HA5.50/11.88. MBHA5.50/14, MBHA5.50118, MBHA5.5O118 6 MBHU3.50N.25, M8HU3.56i11.25, MBHU3.5e/11.88, MBHU3.56114, MBHU3.56116, MBHU3.56118, MBHU5.6019,25; MBHU5.60/11.25, MBHU5.50111.88; MBHL)5..W14, MBHU5.5(ki MBHU5.50118 FL#13975-RS Segill Product Model, Number or Name 1 SDW223011, SDW2233% SDW22438,.SDW22468, SDW22500, SDW eOO. SDW22638, SDW22834 2 SOW01SM: SDWC158DO 3 SDWHIWOOD6, SDWH19400DS, SDWH79600DB, SOWH19800DB, SDWHI910000B 4 SDWH274ODG, SOWH278MG, SDWH27800G, SDWH2710ODG, SDWH2712DOG 5 SDMI6212, SDWS16300. SDW510312, SDWS16400 8 SDWS19600, SOWS19712, 5DWS2240D,SDWS225W;SDWS2251Z SDWS22800. SDWS22800, SDWS22900, SDM221000, SOWS2211OQ SDWS22120Q SDW8221500 7 SDVVS2230OD6 SOWS22400DEL SDWS22500DB. SDWSZ28ODD6, SDW522800DB, SDW M1000DB 8 SDWS22312DBB, S0WS22512DBB 9 SDWS273ODSS, SDWS27400SS, SDWS275OOSS, SDWS276ODSS, SDWS278ODSS, SDWW7100DSS, SDWW7120DSS 10 SDWV13400 11 STN22 F1.41.53"ll a�49� Product Model. Number or Name 1 AS 18, AS 18S5, AS 1858 2 AS 2DHS 3 AS-20 4 ASHP Product Descripton Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strang -Drive SDW EWP-PLY and TRUSS -PLY Strews Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-HEXSorew Strong -Drive SDWH TIMBER -HEX HDG Screw Strong-DriveSDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wand Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Sorrow Outdoor Accents Hear -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL#15730-114 $W Product Model. Number or Name Product Dewriviti4G 1 ET -HP Adhesive Anchor for ooncrete 2 GAC, GDP, GDPM-W, GDPM-75, GDPM-100, COPS, GW50. GW-76, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies PDPAWL-MG, PSVL3, PSVL3-K PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products MRFor Bred Inks to all SST approvals Isted below, CLICK NERE For additional InrormAtIon fegardtg Holders Statewide Product Approval System and Mami-0ade Cc" Updated 12rJ02020 Notice or Acceptance (NON, CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518'to 3. 9116" and heights ranging from 4-W6 t011". Concealed flange version (HUSC) available for models having width equal to or greater than 3.9/1811. 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- W13" and heights ranging from 9.1/4" to 16". 13 LGU3.25-SDS, LGU3,83SDS, LGU5.25SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC21 OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9116"to 4- SM" and heights ranging from 3" to 10.16116', 17 MGU3.83-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1.9116" to 5. 118" and heights ranging from 8-15N8 to 19-10. 19 MUS28, MUS28 Face -mount hangers 20 SUR, SUL, SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/18' to 34/18' and heights ranging from 3-1118" to 13314". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Face -mount hangers available in widths ranging -from 1-9/16" to Wand heights ranging from 2.SW'to 11.114". FL#10867-R6 •aLW Product Model. Number or Name Product Deaeriotion 1 BA series hangers Top flange hangers available in widths ranging from 1-WI 6" to 7- 1/8" and heights ranging from 7-1 r8' to W'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9-1X'to 24", 3 DGF series hangers Top filings hangers available in widths ranging from 1-1 /7'to 3- 5M" and heights ranging from 7-IX1 to 241, 4 DGHF series hangers Top flange hangers available in widths ranging from 1-WV to 3- 5d8" and heights ranging from 8-1 X' lc 24". 5 EG5, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5. X' m 8- 7/B" and heights ranging from 11" to 32-1/7'. 6 EGO series hangers Top flange hangers available in widths ranging from 3.5/8" to 7- 114" and heights ranging from 11.114" to 37'. 7 GLS series hangers Saddle hanger: available in widths ranging from 3.1 /4" to 6-7W and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangers available In widths ranging from 31X'to 7- 1/8" and heights ranging from 11" to 32'. 9 HS series hangers Top flange hangers available in widths ranging from 141'16" to 7- 1/2" and heights ranging from 8" to 30". 10 HGLS series hangers Saddle hangers available in widths ranging from 5.114" to 8-78" and heights ranging from 1OAZ to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1 /4" to 8- 7/8" and heights ranging from 7-itZ'to 37. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 1/8" and heights ranging from 14" to 33". 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 9118" and heights ranging from 18" to 28". 14 HUSTF sends hangers Top flange joist hangers available in widths ranging from 3-1/8" to 34W18" and heights ranging from 5-3A3"to 13-1W. 15 HUTF; HUCTF series hangers Top flange hangers available in widths ranging from 1-W8" to 5- 1/2" and heights ranging from 3-7/18" to 15". Concealed flange version (HIJCTF) available for all models having width equal to or greaterthan 2-9/16". 18 HWP series hangers Top flange hangers available in widths ranging from 1-9/18" to 7- 1/8" and heights ranging from 5-3/8" to 28". 17 HWPH series hangers Top flange hangers available in widths ranging from 1-WI 6" to 7- 1/2" and heights ranging from 5.3/8" to 37'. iS iTS series hangers Top flange hangers available in widths ranging from 1-WI6" to 3. 5/8" and heights ranging from 9.118" to 16' 19 J6 series hangers Top flange hangers available in width of 1-9/18" and heights ranging from 5.3J6" to 7.114". 20 JBA series hangers Top flange hangers available in width of 1-9118" and heights ranging from 93/18"to 13-1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated 1230020 Fa divot Inks to elf SSTapprovels fated below, CLICK HERE For additional infamadw regarding Florida's Statewide Product Approval System and Mami-Dade County Notice of Acceptance (NON, CDC& HERE, 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (STB2 ST62.4SS, STB2-6SS) Fong -Bak 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Tien HD (THD-H, THD-HMO, THD-1­1413S, THD-HOSS, THD CS, THD-CSBSM Titan HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for concrete 9 Titan HD Threaded Rod Harmer (THDB25158RH, THDB37158RH, TH037212RH, Titan HD Threaded Rod Hanger for concrete TH050234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 JBQ # Product Modal. Number or Nama 1 AT-XP 2 Er -HP 3 SET-XP 4 Strong-Boh 2 (STEM 5 Titan 2 (TTN2) 6 Titan HD (THD.H4SS, THD-HBSS, TH D-CSOSS) 7 Then Turbo (TNT) FL#16937-R3 A4.g.d Product Modal. Number or Name 1 X34B10iB5K X1S1016,X1Bi016.4K XQ1S1018,XQ1B101&4K 2 XLOI14T1224,XLQ114S1224-2K 3 XMQ114S1224, XMQi 1491224-21K 4 XQ114S1224, X0114BI224-2.SK X114S1224, X0112S1224, X011281224-2K 5 XU34S1O18, XU34B10185K FL#05320-R0 Product Modal. Number or Name 1 DSSCB43.5, DSSC846, DSSCB48, DSHS 2 FCB43.5, FCB45.5, FCB47.5, FC849.5, FCB411.5 3 FPHSD34S1018,FPHSD3481018,FPHSD34B101S-5K.FPHSD34S1214, FPHSD34B1214,FPHSD34B12145K 4 LSFC2.25, LSFC4:25, LSFC&25, SFC2.25, SFC4.25, SFC6.25 5 LS9C4.25, LSSCS.25, SSC2.25, SSC4.25, SSC6.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S 7 SCB43.5, SCB45.5, SCB47.5, SCB49.5, SCB41 I.S. MSC845S, MSCB47.5 8 SCS32-15197, SCS62.607, SCS62-&l18, SCS82-5/118 9 SCW3.25, SCW5.5 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SSB3.518 12 XLSH34B1414,XLSH78B1414 13 XQ1S1018, X01 B1018.41K, XQiS1214, X01812143.SK X078S1224, XQ7881224-31K, X0114S1224, X011461224-2.SK; XQ112S1224,X0112812242K, X3481016-5K, X1 $1018, XiB101 &4K. Xi S1214, Xi Bi 214.3.5K Product Descrotion AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Titan HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with countersunk head. Titan Turbo Screw Anchor for concrete or masonry Product Description #10.10 Strong -Drive XMetal Seel -Drilling, Tapping Screws with #3 Ddl Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Had #12-24 Strong -Drive XM Medium -Head Metal Sew -Drilling, Tapping Screws with #5 Drill Pointand Medium Diameter Hex #12-24 Strong -Drive X Mdal Se1FDrilling, Tapping Scrawl wM 06 Drill Point #10-10 Strong -Drive XU Meal Sell -Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10.15 and #12-14 Strong -Drive FPHSD Froming4o-CFcSSelf Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors, Rigid Knee Wag Connector Bypass Framing Slide -Clip Connector yeas 9 R Bypass Framing Con rector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14Strong-Drive XLSH Shouldered SoIFDrilling, Tapping Screws 410-18, 412-14. and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws ^W ^W i _ O� O �- CU O .� V C Ca cu O O O O C5 = LL, _O 0 .N CnCn -p E� O cn Q Z TF I -e W o W7t� ci C 4� N m d to Co ]G 0 NID ro �_ 4 lr Tv 3 3 Zs c%+ a c o a � �Qa E 0 u r_ 0 E -6-0 IN Z r_ C/ / CIO ICU > L CL O CL Q L C O L W "'I'llaaaaaaa ICU 0- ICU L LU �^^ Q W z ,J z Q J SHEET N0. PA 1.2 AMM MIQ aaiaur->raiix.COUMT • Plt(A)VVTCasP'r3ttyl. SECTION I INS SW 26'Snak $o=203 D1tRRhL TMElff OF JMGVLA 'oltT A19DPco 0WC Uiwa y No" 33175-24 4 A%UW1 A10 CGDXADi ST1tATItltir DIVI T (166) US-2W F t7W 315-25W NOTICE OF ACCEPTANCE (.NOA) PGTL1d1tsM"17aur. 1070 TechadW Drim North Venice, FL 3427S Scam: ThisNOA ssbeag issued under fike appdicablerules andreplations Soveimingthe use of eoastractiauarm ritrls :Ilse d,,. mown mbm*edlusbeenreviewed wd aeeepW byMi m i-Da& Cc6ay RER-Prodw-t Cona2 Sft-Wato be weld in VaarniDade Cody and odwrareaswhem allowedbythe Autttorityllaving Jmis&caioa (AEU)_ This.NOA shall notbe valid; alierthe expiration datestated below -The Mai ni-Made County Product Canted Sect (In Ma:ai Dade County). ordke AW (in aremodw 9 Mianni D&&C ity) reserve the right to have this psodactor mdedal leded for gaality' p .Ift ispu%dormatwaifailstopedomirtt6eaccepted nnaantsr;thewaam& wM_incur*eeqwa*e of suchtiesting and1he AlUmayinme6aelyrevokne,modify,or suspend the. use of. such product or material wALk dieir boa. RER iremves the right to revoke dais � aif it is determined byte County Product Conl r d Sects $sat this pact or nutesial fails to meet tine requireumb of the an3heablebuMag ogre This �� Thus product is �� as andbss been designed to comply wide the Floida ButUng Code, indadiag the High Velocity H=jcaneZonr- Drscltw TON: se less ,4;r +rw vinyi siding (;bsS Dow inf wN o 90 & 13.0 Cwwrs-LM. AYPROVALDOC 3W.NT: DrawingNo-34D-SSM.O IR,evB,tided 'Wmyl Siidmg InsDwrNOA(LW, sheen 1 dltrcritgh 21 of 21, pr edby to dated 10/05/15 aril last revised out P— 01/21, signed and scaled by A. LynnhZer, P.E., be� ng dw hfiami=Dade CountyPnodndCoairol Revision suuWv iththeNoticeof Aece neratid date by theAftlami-Dade Cawaty Pt oclnct Corot Seioa 5iLEIwACTRATING: Largo aitdsmaamudkiwart taut L%tati�: 1. See table 1(sheetD and table 2 (sheets for Vpfic" SGD tint sire, design Pam= rei�foremt cuts tg s, glass types, silt dm(me tables B-1 & B-2, shleels 7-8) and:aschorbyvW streets vegnhrments in I 1 tbru 16- 2- Rigid 9Ihste PVC, Tan while) Rg0d PVC an dBiom coated (Paiamdorlami wkd) white Rigid PVC to be labeledpers dK0XsnN 3. Egress operabsle dons tin stcamoy with min clear width or he*kperFBC rem as applicable. 4. Pocketvwalls under separateapproval to be TeviesedbyBuddingofficial LABEI.t NG: Each utut shall bear ap mt lobe# with the misname or logo, city, state and rind follnoriags#rite-DadeCounty NoduetCcft dApproved".notedherein- RENEWAL of ftsNOA shall be emakred aftm a maual applicha been filed and.*we l teeaao erne in the apphcablebuilding co&aegsfively affeciiog the ice o f this potodwt T 4TION of this NOAwM occur after the tion dare or if mere hasbeen a revision orchaW is tie maiteriais, use, mom HoMe prodSct or process. Mow of this NOA as an eadorsemeut of any 1ro&ct� for sales, aduts" or -any adwpurpoes &A automaticallyterminale6is NOA. Faduceia eonq)1y Ah any section-of9usNOAAMbee SottevminationandsemovalefN0A. AD%mRT ►1T:TheNOAawmbecp wededbyt ewordshba=-Dade Cou ty; Florida, andfoumvedbythe expitationdatemybedigUyedin advetsing5teratarc Ifinyp uiiouoftheN4Aisdisph yed, then it shall be done in its entirety. INSPECTION:RCOPY ofttusenWeNOA shall. beFMVi6ad"tolireuserbp1he mawfimw orb &wkbftnand shalibe atrai)abde fur iaapectim at the job site at the t of theBuit trial. This NOA rmses & reads N. O k#24)-8429.055 and consists of duspage 1 and evikee pages E- 1, E-2, E-3, E4, E-5 & "as well as approval documentmentioned tbow. The sabmined documerration. was mvie-wed by Ishaq I CLaada, PY_ NOA No. 21.0266M / Expiratiira Dote t April 14,102d • L Im 0o . Approral Dato.Marr6 S, 20.11 Page 1, PGTbMhKtrus,,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Ev-kksce Submitted ender previous =buhtal A. DRAMI NGS 1. D;tawing No. MD•-5570.0 ReYB, titled "Vmyl Sliding Glass Door NOA aW, sleets 1 thmagb 21 of21; p"ared by nsmufalast ctcmer, dated IQ%/ 5 and revised om 04f22J20, signed and scatted by A- Lynn ham, PE B. TESTS 1. Test repents ow 1) Airinfiltiartion.Test, per FBC, TAS 202-94 2) Uniform Static Air Prtssare Text; Loadingper FBC, TAS 20294 3) Water Rye Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Plessure Loadingper FBC, TAS 20394 along otitis madwd-ip dowings and instalblim diagram ofall PGT Imo, Inc. representative units listed below and tested toqualify Dewsii 791 and Dowel 993 sons, papar+ed by Fenestration Tcsfiig Laboaattory, Inc., Test Runts Nil_: F11-7897, PGT PW5520 PVCFreest Window (mot 6 in per), dated 09/03/14 F rL-20-2.I07.1, PGT SGD780 Aftmimint Slotting Glass Roar (unit 7 in "osal) F IL 20- 2187.2, PGT CA740 Ahmi Outstving Carat Window (,,it 8 in.pmposai) FTL-20 - 2107.3, PGT PW7620A Alumium Fb and Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Alarm Fixed Window (unit 10 in preopowo dated 07/13120, all 'signed and scaled by ldalmis Osttga, P.E_ C. CALCULATIONS 1. Anclior verifttion calc0afinus and structural analysis, complying with FBC 7'a Edition (2024 dated 04122J20, prepared by mam>I du . and sealed 'by AmOmyLymMiler, RE- 2- Glazing Ares with ASTME1300-", -0, -12 and -I& D. QUALITY ASSURANCE Dade DepadmW of Regulatory and Economic kesowces. (fi M). E. 3UTERi46L CERI'IFTCATIONS 1_ Notice ofAcc eptanceNo.1"30.02 issued toKurarar America, Inc. fordwir 'fres folt Ultraciear, Clear, and Color PVB Cla9ss Inaerlayers", expiringon 0714. 2. Notice of Acceptance No.17-080&02 issued to Keramy Aga, Inca forthear "SentgyG (Clear and Wb&) Glm Intula eta", cgx-mi g on 07/0423. 3_ Notim of Acceptance No. 18-110&10 issued to Vision ErnrAm Limed for their `Brown Coated (Painted or Laminalted). Alke Rind PVC Exterior Extrusions f9r3Vindews and hers", expiaurg an Q91'341124. 4. Notice of Ac< ce No.19-1106.11 issued to Vision Exhusiow Limited for their series -VE ION Tan 202 and igfiter shades (Non --White) Rigid Celular FVC Exterior Extrusions- for Windows and Doors", expiring on 12r2912 L ; � (. Produt Cox" raft Saperviw NOA. 140. 21 e2ese3 Esp6aiioaDWt; Avg 14, 2026 Approval Dale: Mortk .05, 2021 E4 PGT Industries. Inc. NOTICE OF. ACCEPTANCE: EVIDENCE SU81i`TED 1. Evidence" strbnk d tender previous NOA A. DRAWINGS 1 _ Marta>efactur�s die dsawiigs and stxtions. fSnh mifted uu farMA IN& 11.0107. #4) 2. Down No. i D-5570.0, titled "Vmyi S (Mass Din NOA 1 AMA 21 of2l...pqwed by manufacturer, dated M05115;:with revision A dated 04105117; signed and sealed by A_ Lynn M er, P.E. B. TESTS 1. Test wpoii ou 1) Un ifrnm Static Asir Ptessure IoL per FBC: "TAS 202.94 2) Large Missile impactTest perFBC, TAS 201-94 3) Cyclic Viitid Pressure Loadingper FBC, TAS 203- 94 along Withmatlmd.-W =d . installation. diagrian of byFeastratiion Testing Lab, Inc., Test Re tNo. FM 3717. dated 1210'7/15, signed and . seams by idalmis Ortega, P_ E. (Test_ pat mnsed- on D2/15t16 and 0224116) 2," Test repot of 1) An Ihfikmt�a Test, per FBC, TAS -34 2) Usnfaim Static Air Presses Test; per FBC,_TAS 202-04 3) Water Rye Test, per FBC, TAS 202-04_ 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Prime Loadingper FBC, TAS 20394 6) Famed Entry Test; per FBC, TAS 20294 along with �y dmw pus and installation diagram ofvinyi slim glass dnotr, ppepared byFeno bahm Testing Lab, Inc, Test Report Ian_ FTL 85,46, dated I 15, *)ed and . sealed by Idaimis Ortega, P_ E. Nest nportrevised on 0lIMOand 02111 d2016) K lea mpott oin 1) Aire Test, per FBC, TAS 202-94 2) Unifim m Static Air Plesm a Tilt, per FBC, TAS 202-94 3) Water Rye Test, per. FBC, TAS 20294 4) Large Mime Impact Test per FBC, TAS 201-94 `5) Cyclic Wind Ptrssm'e Loadingper FBC, TAS 203-94 6) Focoed EuUy Test per FBC, TAS 202-94 4mvmp and installation. 4upa n efvinyi sliding glass door,ptepmed byFenestration Testing Lab, Ind., Test Repott No. FTL 9547, dated 12AW15. signed and sealed by Ida%s Ortega., P. E.. (Test repo t'wvised" on 02115/16) 4_ Test repoatt on 1) AirInfiWation Teat, per FBC, TAS 2,02 94 2) Uniform Static Air Pie Test, per FBC, TAS 202-94 3) Wama Resistance Test, per FBC, TAS 20294 4) Large Mftfie' Iqp& Test perFW. TAS 201-94 5) Cyclic -Wind Pa LoodingperFBC,TAS 20394 6)iEntry Test, per FBC, AS 202-94 along withmadoed-W drawings and installation diagram off vinyl siding glass do" pvepaaed by Feniestration Testing Lab, Inc., Test Report No. FTL 8S U, dated 12005, sip d and seed by Idaimis Oztepk P. E. (Test report revised on 41104M and 02111116). Idiaq I. CUNIA, P.F. Produt Control Gait %rwrisor . N" No. 21-09643 Ezpirades %let April H, 2626 ? gworal Dote: "Marc125, 2021 E I CCIVindows and Doers, In¢. NOTICE OF ACCEPTANCE: EVIDENCE NCE SUBNUTED E. MATERIAL CERTIf CATWNS (condor) 5. Qnai M Part SWANT Sjtuerftaftd complying with ASTM C5I8 Tksmal .Conductivity t1881 BTU -in/ � *F, ASTM F 1249►1i{r" t1 Pass, ASTM D3995 "(1xygm-Pass, ASIM E 2190 I:G_ DurabffityNo Fog -Pass,: (Wm kW cinder pros rs NrOA No.1 s4is9.03) 6. Quamcx Part , comply* with ASTM C519 Th mzal Conductivity 2.22 BTU -in/ hr. itr--F, ASTM F 1249 WVTR Pass, ASTM D► 1434 Argon Pogo -Pam AS1M E 2189 LG. Dusabi ,No Foil, AS'I1r E 50 Dew Mat Dew -20F its 48 hrs. (Snbwiffed an a rAIDANo.15=d10P. 05). 7- V1Sson ExhtWons, Ltd_ Patts complying with PVC-AAMA 303-13, Volu toy Specifiration for Rigid Po4vW Chloride (PVC) Exterior Pmf.les for Visift E"msiams, Ltd.:-VEX-1 by AAMA FerobabonEi rPiaf"li a CatificatonProgr-am. (Stbetroal rrrrd rNO4 Na 15- 0409 05) 8_ Vision F diusio , Ltd. Palms complying with PVC-AAMA 303-13. ISubanNetd tinder NOA No.15-ttd(t 05) 9- PVC-AAMA 30343, Voluntary SF 'for Rigid Poiyvmyl Ch#ridde (FVC) Exterior Pules for Visiam Enrusicnsy Ltd- VEX 1 by AAMA Ftnestration Exterior Profile Catifian Program. 10. Notice of Acceptance No 18-1217.14 issued to Ene rgi Fieneshation Solutiom, USIA, Inc. for the 'Tan 3040 & right shade (son -white) R' do Rigid PVC Ezterlor Extrusions for Windows and Doers", on 02/Ml. 11 Nye of Acme No_ 18-0122.02 issued to Energli Futon Sow, USA, Inc, for their senes `'%Wk Rigid PVC Extminr Exaysbus. for Windows and Dooms", expuing on 02t2823. 12_ Notice of Accptamre No, 204203.03 vied to Enetgi Fenomm Solution, USA, Inc.fortbeir "Bronze & fight shade capcoated WWW Rigid PVC Exterior Extrusions --for NVIndews and Dona", expiring on 044WS, F. STATEMENTS 1. Statement letter of oonficanance to FBC 'fa Ern (2020), dated 0422120, issued by manufacturer, gped and sealed. by Agony Lyan Miner, P.E. 2. Statement letter of no financial into ra and -o f independent. issued by alannhctuvm, dated 0411820, sighed and sealal by Anthoiy Lyn ham, PE. 3. Private LAeling Agreement dot betweem PGT, dated '03MM and signed by all involved parties. G. OTHERS 1. This NOA r+evbm Nt A# 17- 20.06 (PVTw1C7GI) and tnidates.tofBC2020 (*/*Edition), expiring 0412141- 2. RER Test proposals #W1155 dated 01/1- 0/20 approved by Ishaq l- CbmubPJ,expking t14114l21_ Prodwt Can" iTu* SuperTar VOA No, 214n SK43 Trxpi�tiex Dalee April 14,2026 Aqpproral Dater lf,Lit" 39, 2031 E -5 NOTICE OF ACCEPTANCE: EVIDENCE SUBMiTIED B. TESTS (continued) 5. Test repofft an 1) Air Ilan Test, per IBC, TAS 202-94 2) Unib m Static Aar Prim Test, per FBC, TAS 202-94 3) WaterResitance Tag, per FBC, TAS 202-94. 4) Large Missile Impact Test perFBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 20394 6) Fonvd EWy Test, perFBC, TAS.202-94 along withmadmd-W drawings and installation, diagram ofvinyl 's3iding glass doer, prepared by Feno=tion Testmg Lab, Inc., Test -Repast No. FTL 8549, dated 1 LM S1 gpzd and sealed by Idabias Oxtega, P. E_ (Vest sepoit wawd on 12l434115 and 02/11/16) 6_ Test relxxt on 1) AirIuEltration Test; per FBC, TAS 202-94 2) Uhifbm Static Air Pressure Test, per FBC, TAS 20294 3) WaterReastance Test, per FBC, TAS 20294. 4) Large hdimle Impact Test perFBC, TAS 201-94 5) Cyr Wind Rmm Loadingper FBC, TAS 20394 along With ma md-W drawings and m tallattori diagram oftainyl sliding ,glass door, paced by FeneWahm Tag Lab; Inc., Test Repast No: FU 9552, dated 1IM5, and sealed by Idalmis OIL, P.1? t revised on 021152016) 7. Test repo t om 1) Unifoun Static Alf Pare Teel.: perFBC, TAS 202.94 2) LaiF Missile Impact Test perFBC, TAS 10194 3) Cyclic Wind Pie Loading per FBC. TAS 20394 ab% Wig mated -tip dramp and installatm diagram of vinyl sliding gls door, prepared d by FeneWation Testing Lab; Inc., Test Report No FTL 6 (samples A-1 thru A-221 dated I M/10, sided and sealed by Joffe A Canso, P. E. (Subwk*d ander NOA Nay 11- ttld7.(l�) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 20294 2) Umfodm StAk Au Pmssure Test, per FBC, TAS 202-94 1) Water Ranee Ted; per FBC, TAS 202-94. 4) Large hfiissile Imp aTed perFBC, TAS 201-94 5) Cc 161ind Pressure Loatdimgper FBC, TAS 20394 6)Forced Etit .Test, perFBC, TAS, 202-94 a1mg withma ked-up drawl gs and m t llahom diagram of vinyl Ming glass door, "ared by Fenesbatiom Testing Lab, Inc- Test .Report Notr_F'I'L 6337 (samples A-1 tbtu A-5 ; datesd. 120M, signed and sealed by JaW A. Camso, R I- (S'ubmhWd under NO-4 N0.11- 011?769) C. CALCULATIONS 1_ Awbx vet vs calaiiatims aced,struatual analysis, withFBC-2014, pied bq PGT, dated 12/094 52ad last teased on 07115116, sped. andsealed by An&=yLMAm, P.E. fSabobW wv*rN0AjVv.1S-1210 01A 2. Glazing des with ASTME-1300-09- i s� 7 hhagF Chaado, P.E. Prodast Control Toil 5apercisor NOA No. 21420SA3 E�ttl�oa Da1ke. �Ipril l#, 262i Appropal Datai Marth 25, 2A21 E -2 PGT Indastriles, Ito. NOTICE OF ACCEP'TAaNCE: EVIDENCE SUB1ifTTT ED 3. NewEvidew* Submitted A. DRAWINGS 1. Dtawimg No. MD-555n.0 Rev B, titled -Vinyl "Sliding Glass DloorNOA qW. sheds 1 dmmjgh 21 of2l, pmpmed byman actwer, dated 10/05/15 and fast ea vised on0201(21, signed and sealed by A- Lynn Mt'lder, P.E_ Notes Min mvrsicin consists replacement of same existmg kwh- lmoni sc:>ew with flat head. B. TESTS 1. Nont C. CALCULATIONS 1_ . None- D., QUALITY :ASSURANCE 1. i1+ Zi-Dade Dew of Rey and Economic Resources. (RER). E. MATERIAL C'EBTMCATIDNS. 1_ Notice ofAwWance"No. 19-A385.02 issued toKnraray America, Inc. fortbeir "Trod Ultracl1ear, Clew, and Cobr M Ghat I[sktUyeW, cqmft on 07M4- 2. Notice ofAcc e-No.17-080&02 issued toKw m.T America, Inc. foutheir '"Sestr y0a (Clear and N Wk-) Class Iitt+erlayers", on 01VM3_ 3. Notice of Acceptance No. W1106.10 issued to Visaaai Extrusiow, Limited for their `Broown Con" (Fainted or Lamint.ed) White Rigid FVC Exterior Extnuioas for Wind"m and DooW, egg an 09/M4. T Notice ofAcc ptance No.18-110b.I1 issued to Vision Emusions Limited for tbeir yes -VE 1000 Tan 202 and f>&er shades (Ken -Woke) Rigid CeRalar PVC EVerior Extritsim for NVUdows and Doors egg ou 1 /21. F. STATEMENTS L Statement letter of coialbomace to FBC 7* Edition (2020), dated 02101.+21, issued by signed and sealed by Authwyl Lynn Miller P.E. 2. PrMft Labeling Agreement.dated 03=121 between PGT Indushim Inc. and CGI VTmd WS and Des Inc-, signed by Dean M. R=dr, P.E., V.P. Ems, on behalf of both - G. OTHERS 1. Ibis NOA revises & renews NOA# 20-0429AS (PI.AWCGIA.eapitiug 04114/26. 2. The current associated MA CGI file #21-0205.01, expiring 0-0 4126. F -6. 151'.7 (� Z4,rn_1.. hlaq I Ci.adt, PF. Prodad Coaftel vi& S 4sor NOA No. 214MAI Expiration Do**. April 14,102i A wvvat Dana: Mar& 25, 2821 PGTIadiashries,Ine, NOTICE OF.ACCEPTANCE:EVIDENCE SuB]IdITT£D D. QUALM ASSURANCE L Maud DadeDepattmentofikrgulatmy and Economic Resources (RER)_ - l: Notice ofAccasue%io_ i5-0525.14 issued to �Vision�,F Limited for their "Whine RW PVC Extesior Extrusions for Windows and Doors", dated O 13/15. on 09130119: I Notice of Acceptance' No.164920.08 issued to Vision Extrusium Limited for their -VE low Tan 202 "and lighter Shades (Non -White) Rigid P"VC Eater Exuudans for Windows and Doors7, dated 12M116, a rg an_12Q921. - 3. Notice of Accq tamce No-15-0528.15 issued to ViFacsion mstaa Li-�texd for their "Brown Coated (Painted QrLaioieiated) Rid ld PN7C Exterior Exhvsiom for Wirt laws and Doors7. dated OS113115, expiring on 09/3t1114_ 4_ Notice ofAcreptance No 14-0712.02 mied to e4MG1 Fenestmfien Solutioms USA, Inc. fortheir MAN3040 and bier Shades (Non -While) PVC Exterior Extrusions for Windews and Dears" dated 09n5116 wag as 02r1 L 5. Notice ofAag9aum No_ 1"712.04 issued to ENERGI ForstratkmSobitiow USIA, Inc: fortbek "Bronze and Lighter Shades of Cap Coated Rigid PVC Exteear Ems for Windows and Doom" dated 09t15116i' egg on 04116r1A. 6. Nye ofAcceptanCe No.1"712.03 issued to ENERCI Fenestration Sdutions USA, Ito;, for tiit it "While Rigid PVC Exterior Extrasions for Windows and Doors- dam 08AW7; egg one2>M& 7. Test vepaeis No(s).10-002-79AAI IG46;M0527, 535753 M per ASTAIE-K ASSTUD1929 and AS'II 35. issued by EROVA to Vision Extrusion for cellulosic woposite mntesial (SubmMW tt tdcr ArOANe.11-101d7.04) S. Notice ofAweptatue No 14-0916M issued toKwafay America., Inc- fortbeir " Sen;aTQas0 (Clear and WWW) lkierlayer , on 07/04/1.8. 9- Nome ofAcceptmce`No. 16--1117.01 issued to<Kwmy America, Inc.. fac their "T'resEt+eW Ulttatclrarr, Clear and Cofer P B Int+erlayeri", cVnmg an 0710949. F. STATEIIENM 1. Stdmmt ktterofa mf ee w tit lBC-5a'Etihian (2414) amd FBCAOE&d m (2017� issued by =2Mf2dUW, dated 0944117 signed & seared by Lyrm Mffim P.E.. 2. Statement letter ofilo financiatl Want, dated 608n 7, issued by' Eotaraifacturer; signed & sealed by Lyim Mi11m P.E.. 3. Lehrcif lab couphauce, part of the above testrrepoits. 4. RERTbst Pmposal No_ 17-0397, dated 05M5117, signed by Ishaq Coda, P.E.. G. OTHER L Notice of Acceptanw No.15--1210- 01, is=W to PGT.Iocdwhim f r tire$ Scies `j557012770" vmviSdiding Glass Door(Reinfo►rxed)-L:M.I.",aqmnqg on041i4121_ l*aq:L Chaada, P.E. Pmduet troatrot Unit supesci40r NOA No. 21-4295.03 Eipirstim Dat: Apra U,12it26 Approval Dote: titareh 29, 2021 F - ^W\ ^W Cn 1 _ CU 0� O N C Q. ca 0 0- .& .4 N =3 .0 ct3CU 0 on 0 O C 0 0 CU U_ 0 > W W 0 a' � L � �►— Q W J 7 CA C-A�T;i-_:i:2i Y d d d d O Y Q y u'3 ea 3 '- ia � y a! u o a. c E io 0 a. u 0 Cn CU m Q t` w a a Z J Z Q d SHEET NO. PA 1.3, May 27, 2022 MIAMMQADE MMMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Sued, Room 209 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (796) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOAI wwwmlamidadeaov/economv Cast -Crete USA, LLC 6324 County Road 579 Seffner, 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", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", shoot 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 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. 117J � NOA No. 20-0630.15 Expiration Date: 09/11f2023 oS 0 1 to to Approval Date: 08R0R020 f ! Page 1 Cast -Croft USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS L 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 mad Tables :sheets 1 though 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 1. 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. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E, signed andsealed by Craig Parrino, P.E. Z 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 M anual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. Z 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, RE, 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, lust revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None; D. QUALITY ASSURANCE 1. By Manti-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. dud Control Section Supervisor NOA No. 20-MO.15 Expiration Date: 09/11/2023 Approval Date: OWO/2020 E-1 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 L Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of 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. 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 CraigParrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REP). 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, F.E., certifying compliance with the Florida Building Code, 2010 ,Edition, 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1. None. i. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER,i. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 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. ehny A. Maker, P.E., M.S. C,111efiny A. Makar, P.E., M.S. Pr uct Control Section Supervisor Product Control Section Supervisor NOA No. 20-0130.15 NOA No. 204630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11MM Approval Date: 08/20=0 Approval Date: 08/20/2020 E-2 E-3 CU CD to CC O U O N O Q oO O C .0 C6 -a n- CD UCn 2 N N c c 2 C6 0O O :$ CU l.t_ 4— O CU > .� v� -0 CD EO O ca O 1--0.�Cn�C CU t_ z z W J N -o c� ly W CD e_ o W N m ac u_ a N o L N t N O 3 d � d d �Q OC .3 i ra � u4 sa a� o c CL y � T 11-0 E 0 w C3 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS G 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 dam Dade County Department of Regulatory and Economic Resources (REM. E. MATERIAL CERTIFICATIONS E, MATERIAL CERTIFICATIONS }. 1. None: 1. None. (1) F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E.. CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. O 1. Thawing No. FD4612, titled "Precast and Prestressed Lintel Details" ,sheet 1 of > LQ 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4-0 6" do 12" Lintel Safe Load Tables'; sheets 1 O Q 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. B. TESTS 0 O 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE. "�'eJ CCS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. ~ F. OTHER 1. Article of Conversion for a name change. O � >CU w cmenny A. Maker, P.E., M.S. Cl Helmy A. Mslkar, P.E., M.S. Z Product Control Section Supervisor Product Control Section Supervisor J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 <C Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 a May 27, 2022 SHEET NO. PA 1 A l- � H T _ ,_ _ �_ - - ,. n"^, s'wa nnn nr r•.m. �mY•n rn r^ne, 1 _ I __J. L_ _ I I AI, 1 Li co INC. TILLIT TESTING a ENGINEERING COMPANY W1'RR A. AT: TiLE1T, Tit., P.H. tilttecn®aol.rnm PLP.N.1-M., •. W 11T PI. CA lurane Nu. M0071V PRODUCT EVALUATION REPORT REPORT NO.: 20A720.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. Gk&W Prohmd6n Products LLC. 4800 S.W. 51 Street Davie, Fbdda33314 1. PURPOSE OF EVALUATION; This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 01020-3, Method 1 D of the Florida Department of Business and Prollessdonai Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.d: Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tllilt, Jr., P.E.; dated 07128/2020. This drawing is'an integral partlj&VMS Evaluation deport. %cA A. 71 01,Ts N0. 44167 . * 6355 N.W. 36th Street, Suite 305, Miami, Florida 33 d66 - Phone: (305) 871-1530-�'t>G,s/@600Z PRODUCT ET'ALUATION REPOlrt• NO. 20-0n Ll1 2 2.2. TEST REPORTS,: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, inc., Reports # 96-569 dated 08/0911996, #96.570 dated 09/18/199e, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports# 2032 dated 04/16/1998 and # 212E dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespoda, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13. 2009, signed and sealed by Frank Grath, P.E. 2.3. STRUCTURALL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on ratlonal and comparative analysis, and in accordance with section ISIS of the Florida Building Code. Calculations prepared byTilteco, Inc., dated 11/03/08 and 03112 I5, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE• Large missile Impact under section 1520 of the Florida Building Code, as per TAS 201 Protocol. 4- WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16, 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document (P,E.D.), drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.1To. �FR A tll T�Ct/ � �P.•'��CENSF'�9¢� 167 STATE OF �NyayS�QNA; E��"N`� iY,L1.os.AWif,.i• 113) N CASE THAT PRECAST Sip(• OR PALMS CONt%}[ PANELS. SnKOD OR WOOD BOARDS BE FOUND ON THE ON, M We Of MO" DOStM WNL ANCHORS SMALL BE LONG DOM To REACH THE MAIN STRUCTURE BDM SUCH PANELS. 1. STORM PANEL SON ON THIS PROp1CT EWLIATON DOCUMENT (PEA.) WAS BEEN VERWED FOR COMPLIANCE N ANCHORAGE SHALL BE N MENTIONED N ILI) AHD N 62). ACCORDANCE WITH THE 2020 (7N EDITION) OF THE FLORIDA &Ram COOL (C) TO EXETNG WDDD StEaO DRAWN, c - O'm AM I. OESON WIND LOADS SMALL DE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE. FOR A WNW SP® AS REQUIRED BY THE JUtl6dCTM WHERE THESE WLL BE 16TALlED AID 9: - 1/4-0 TAPCON ANCHORS. AS MNARACTURED By I.T.W. WLOM NC. - 114-10 PANnAAIE FEMALE ID AND PANFiMATE PLUS ANDpRS, AS MANUFACTURED BY CLOD CONSTRUCTION PRODUCTS, =TIM FORA DNECT VLMFACMR NdM.BS.US G ABLE 7-14 AND SHWL NOT EIlCgO 111E YAH0IRM (AS.0) - 1/4'0 1 SCREWS PER NA.S. DESIGN PRESSUREMTON NODATED ON SHEETS 7 rAW 12. 14. 13, 16, TO ! 20. - 7/iCO . 51C WOOD BUSHING. AS OISiRIBUITD BY ALL POINT SCREW BOLT It SPUVILTY CO. N OR= TO VOW'( THE ABOVE CONDITION. ULTIMATE OCIM WIND LOADS DEnRI0NW PER ASIDE 7-10 SHALL BE FIRST REDUCED TO A.SA. DESCU WIND LOADS BY MULTIPLYING THE/ BY 0.0 N ORDER TO CA) MINIMUM THREADED PENETRATION INTO WOOD Or TAPCON ANCHORS SHALL BE 1 1/2' AD 2' FOR ELCO PANUANTE PLUS COMPARE THESE W/ MAX. (A3.6) OESOM PRESSURE Will= INDICATED ON SHEETS 7 TIRU 12. 14. IS. 16. 1B ! 20. AND PµELyALE FEMALE D. We ORDER W VERIFY THAT ANCHORS ON THIS PE.O. AS TESTED WERE NOT OAR SIRES=, A 33W INCREASE N ALLOWABLE C.2) MNW JM THRIDNDED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT STALL BE 11//22 RDON1/•EAOED PFNEIWUN ION M STUCCO SHALL SE CONSIDERED AS PART OF THE ACQUIRED,ACQUIRED,TNUOED PDEITAT. SIRM FOR WORD LOADS WUB AM USED N TER ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMINED N ACCORDANCE WITH N.O.S. 2016. C3) 11WSMA EDGE DISTANCE OF LAG SCREWS. NTO WOOD SMALL BE AS INDICATED N THIS ORALWHO SrOM PANEL '5 ADEQUACY FOR IMPACT AND WNo RESISTANCE HAS BEEN VERIFIED M ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HRNN'AIE ENcrE�G ! TESINC OK. AFPN, 1M-564, Oil ! 66-T3O AND ION O WC C.4) MItlWWl17 PENETRATION O W000 EOSINS SHIt BE 5/6', 1/4' •-20 SCREWS USED SHAH B[ I 1/2' LONG 1/ , MNWRWR FOESIPoODN TESTING U0. INC., REPORTS 02032 ! #2126 , AS PROTOCOLS TAS-201, TAB-202 ND TAS-203. 31RMA0 STUCCO AHO ,' MI FOR u,LAs WITH SIlICCO. As Will AS Ai/E16CAN TEST LAB OF SOUTH iLCTIDUI REPORT /0219.01-00, AS PER TAS 201. TAS 202 AND TAS 203 STAH01RD5. C.3) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOAFGS 6E FOUND ON THE DXISTNC Y. ALL ALUlINIAt EXiRUS10NS TO BE 6063-n ALtOY AMTEiPER. (UNLESS, OTHERWISE NOTED). SEE SHEET' 2. WALL ANCHORS BNALL BE LONG ENOUGH TO REACH THE MAIN SIRUCRM BEING SUCH PANELS. MOORAGE SHµL BE AS MENTIONED IN CA). C.Y) 6H C.4) 3. ALL ALUMINUM SHEET META USED AT CLOSURES BALL HAVE 3105-Ht4 ALLOY. (0) NHC ORS SMALL BE INSTALLED FOLLOWING ALL OF THE REOOMIADC TONS AND SPOCIFIGATONS OF THE ANCIOR'S MAWKACTURM 4. ALL STEEL BEET NUAL PANELS SILL HAVE STRUCTURAL GUAftY STEEL. ASIM A-GS3 GRADE SD MANW, 0-60 OALwTIZED STEEL DE&BIATION w/ttr. S0.4 i,N (Ar1ER ROLLED). PANELS 0. PANELS MAY ALSO N NSTAI.LED IHOII2QHIALY FOLLOWING INSTALLATION DUALS SHOWN ON SECTION ] THROUGH Ill (SEEIs 6) DIM7 THAT /FADERS 0! @ POLL NOT BE USED. S. ALL SCREWS To BE STAINLESS STEEL 304 OR 310 UV$ SERFS a COARMM RESISTANT CaTED CARBON STEEL AS PER CAN O 30 1. YIELD STRENGTH AND 60 IRA TENSILE 81PO6JTH N SHALL COMPLY ill/ FLORIDA 6ULDRUC eHxUE 9. IT SARI BE THE RESPONSIBILITY OF THE CONTRACTOR TO vETeF•r THE 90tIDNLSS OF THE STRUCTURE WHERE SHRTTER 6 TO BE 2 1 i 3.3.4. N 4 SECTION ATTACHED TO 945M PROPER ANCHORLT:. THIS SI ITER SN_L ONLY 6E ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME OULDINQ 0. BOLTS TON ASTM A-307 CALMNC2ED STUL OR AISI 304 SOtlE, STAINLESS STEEL. WITH 36 1* NOW" YIELD STRENGTH. 10. EACH REGUTAR STORM PANEL WIN LENCMS OVER 6'-B THROUGH f2'-4•. AS PER secTa 5 6, a 6 ! 10 AMD ALTEOWM:s 6W, 6W ! 1011 ON SHEETS 3. 5 ! 12 IEsHELTIll BALL NAVE A LEMI AID REALLY V6RRE YNNBC NSTDCTI G U#AM OR 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT WOO PERIODS OF HURRICANE UNWK. W It. THE INSTALLATION CONTACTOR 15 TO SOL/CAUIX ALL SHUTTER COMPOHEM EDGES WHEN REMAIN IN CONTINUOUS CONTACT WITH - 1/4•• ANCHORS AS ANCHAS MANUFACTURED BY I.T.W. MADM NC. (W. rc.3112 p..L) THE BIADM TO PREVENT WNDAW NMUSION. - 1/4' • It 7/6' CALK -IN ANCHORS, AS MAMiAC BY OEWKT NC. DIN. f T TW - 1/,•W . 3/4' SOLO -SIT ANCHIORa AS DeiRSUED BY Ml POW SLEW, BOLT ! 5PE13ALtt CO. A S CIAL) 12. STORM PANEL NSFAlAipN SHALL COMPLY WITH SPECS INDICATED N THUS OMMAND PLUS ANY O UL01NG AND ZONING RECWAIHONS PRONGED By THE JURISDICTION WMERE PERMIT Is APPLIED TO. - 014-10 PAELMATE Fo1YE 0 ! PANUANTE PLUS ANC HORS. AS WMFACTRED BY ELCO CONSTRUCTION PRODUCTS. (MAN. 1.c 3m0 p-.1.) 13. (0) THIS PRODUCT EVALUATION DOCUMENT (P.FA.) PREPARED W THIS DOMMR IS GOW W AND DOES NOT PROVIDE NFORMATOM - 1/4•r Cr TAP -OWE 440401 . AS Mill"ACT6ED BY TAU -FAST CORPORATION (Sc.3600 F-) FOR A SITE SPECIFIC PROJECT: i.e. WMM THE SITE CONDITIONS DEVATE FROM THE PE0 ANCHORSWill Al) YNWMI OIBED11011 OF TAPCON ANCHORS IRO POURED COMIaETE SMLL BE f S/4': 2' FOR PANELIWE FEMALE l POURED OONCANCHORS. (0) COMMCTOR TO N RC"SW FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING In SAFETY OF THIS PRODUCT EASED ON THIS PEA. PROVIDED Hill DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. e AND PANUNLIE PLUS AND 1 i/4• CONSTRUCTION SAFETY AT SITE 0 THE CONTRACTOR'S FNSPOMSELTY. .A2) CAl • SOW -SET MOO" SMALL WE EMBEDDED 7/07 INTO THE POLOW CONCRUL NO EMBEDMENT COD (c) THIS PRODUCT EVALUATION OOCUMEHT WRL BE CONSIDERED NY" F WOa1ED, STUCCO SHALL BE PERMITTED. //4• •-20 SOW" USED SHALL BE 1 1/2' LONG Wean 90" STUCCO EXIST, HD I• MINIMUM MR WAILS WITH NO STUCCO. AND MAY OF HEADED 3CRET5 OR ALL TltlWOM SCREWS W/O HEAD. (d) SHE SPECIFIC PROJECTS SHALL BE PREPARED SY A FLORIDA fERS OU EMMEM OR ARCHITECT WHICH WILL BECOME THE BUT WITH wm NU15. ENGINEER Or RECORD (E.O.R) FOR THE PROJECT *0 WHO WILL BE RMPCI W FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTINIC As A OUEGTEo ENGNMR TO THE A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PAHE{S• PAYERS• STUCCO ON WOOD BOARDS BE FOUND aH THE P.E.O. ONGREER. BALL OUGHT TO TINS UTTER THE SITE SPECIFIC DRAW 4M FOR REVIEW. EGM1114 WALL OR FLOOR• ACTORS SMALL SE LONG ENOUGH TO REACH THE MAN STRUCTURE GOO SUCH PANELS. ANCHORAGE %MLL 1E AS MENTIONED IN At) AND N AZ). (A) THIS P.E.D. SHALL BEAR THE DATE NO ORIGNA SEAL Me sICATURe OF TIME P11DNE590W1 DOME" OF RET:ORD THAT PREPARED IT. (B) 7O DDslINc rnNCRrt[ OLOCK Wlui ASHY C-90: - i/4' W TAPCOU ANCHORS AS MANUFACTURED BY 1. T. W. SAGER. NC. 14. SHUTTER MANUFACTLIRM LABEL SWAT WE LOCATED ON A READILY MSW LOCATION A STOW PANEL S AUITM IN ACCOIOMNCE WITH SECTT0IH 1706.I.7 OF ftOMeOA BUWAINO C00[. 01E uBF1 - 1/4• • . 7/0• CALK-N AMCDR% AS KWNAC LNE'0 BY DLIN.LT INC. (MN. 1' -1500 Lai.) 0 SMALL N PLACED fa EVERY OPEMNG. lABELMG T) COMPIr WITH 5[CTION ,706A.2 O THE - 1/4•0 K 31r SOLID -SET ANCHORS, AS O18 N&= BY ALL PONT SCREW. BOLT ! SPECIALTY CO. FLORIDA BUILDING COOS. (MN. 1.-law 0.1.) - /,4-10 PANUMATE FEMALE D AND RA ELWIE PLUS ANCKIRS AS MWRUFACIURED BY E.CO COFKEM/CTIDN 1/R5 DRNAM SHALL ONLY BE USED 10 I68EAN PRODUCTS (Wc FI.207/ p.A.l.) AN HN PENBIB N 1NE STATE OF FLOnnt - 1/4' • CIF YAP -WV ANCHORS• As MANUFACTURED BY TUW-FAST COMMIM •��tt A. T/!A_ �;••••./•�.....`c• At rLDR10A 81)KDiNC CODE IE h Va NAtrrkoM IL11NMNM EMBEDMENT OF TAPOON ANCORS, MW PAIEIA MTS AND Cr TAP -CM ANCHOR. INTO THE V� BLOCK UNIT SAU OE 1 1/4•. ; `INI°' LIM AX, L SWTM M 20 OAQE GALYANQED STEEL S10Etr PAXI. 1NAa '• �• 4 :yy.� 9.2) CALK-N ! SOLID -SET ANCHORS SOLI BE EMBEDDED 7/r INTO T1E CONCRETE BLOCK UNIT No 16T INTO STUCCO SWILL BE PERMITTED. 1/4• • 250 SMWM USED SALT N f 1/2• LONG WYRUM EXIST. AND 1' MNMM FOR WALLS WITH No ST1Oil -We RTA � PQDMCT1ON PRDDtd�M �• O G our" P INTO EXISTING POURED CONCRETE OR CONCRETE BLD K STRUCTURES NKNpER AKCIMa CONC -� y s�eTs O iMaMMa �r- - E.o• IM AND"Oft 4 COnK AQURO. .. 11 A On 6 "MIA" ao°�E WEE 6GmMt i �aMW1 Nr � \` e wAMa O1 aH aNN, I i y I 1 I I 7LA77S Fes 1,160 _- I 1 1 i � 1 1 1 � I (� utd E. �1:64 ' DOSIY/G POtMI OR AID RMUMM IN Eq 6 INNO MH h \,I sun a TKUM n iECImono SAILJI! An am MOUNTING; dlu" go ALTMAN MOUNTING sH•"P 3/e.r 6CNF�f mALE 3/B.r �sDALE a/e-13{�.'� t-^J� LI). - EDGE DWE#M I OME�R�IR!� 1 (SEE SO4EML ON I '•�OA Hai. 1 SHEETS a k B) 16Mr.aArs 1 i NOTE FOR CO illiti tON OF CIPI ONS: ak t alb r TOP a BOTTOM MOUNTINGS CAN IE CO MBINED An�N cur WAY to sort Air ARE am e 14- 5_J MI EB' ODLICT EV rtA.Tr/�ti REPORT ND n4m 07 3 6. 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 No.20476. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, 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 26, as well as General Notes # 1 thru 4 and 11 thru 16. indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Titteco, Inc, and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). y>Q JCEN. ✓�, C - .44167 = STATE OF * 6 JAy�t7NA� E�AYAA` WATL1 DA TILTECO ADMON RECORDIl1 P. E. REPORL20l GLOBAL PROTECTION PRODUCTS, LLC %20 GAGE GALVANM STEEL STORM PAHELk DRNC1020.1751 REPORT 02D-On&O1 1 L ECO iNc. TILLIT TESTING a ENGINEERING COMPANY WAUSRA. VLLR TR, PJi tilte DD@901.00W PRODUCT EVALUATION REPORT TO.P.R M.-N, 44167 Y'LI:.A LLu.N X,LOR64719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Stone Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtacUon Products. LLC 48M S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION' This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 20-175, titled *24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteao, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte�A�(THf•Ep�ill�r QIS Evaluation Report. ",% �@. ,,,.,, T�,'�CFNgF 167 STATE OF : Ts�.oF. xtORIOP,��,�D�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pbone: (305) 871-1!Q;?1-1531 COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE 1/2-1-) -late• (TOTAL WODI 16.105 nOYAL --12.500' (EFFECTIVE WO" 1/4'-�•'�'' � ` I ,. p• 1 --, 13i5D'--) ----- - rT_ 0LOW MWL THICK 11.J90• tit AMWA sDl _ ` I -'N7- aCALWAM STEEL EDGE T• �j/Y 1 3 F.) Q LV. EDGE T� _• / TYP. AM A-M OR Mae" OCTAL Al ' t. •�' ! TYP. 09UL AJ ' EDCE 0-eo ONLY. :llOE 1$TAE A , 4", 4RL8 ®; TWU PANEL (M END STORY PANEL Jar — - 1 r.2}0• 2.IB7U�E•-qq FIAPQY OD 4• �\. i .IOD' J60� .125' .�11Y-2G. ,A4•,H-2p, .1�yT• M .TOG' R f-SAXI RPIETD fl. lIID / I C•aDR 1 i - n VIOL[ • TO AgtE t i / NO6RD m¢ 12 , 2./16• 2.000• 1300•EA _." 2A5 Ii1 DETNL t t � \' • • � tab°• 375� � i_ j.12s• , j SWU CORFIER�EE Off AlP EA � I""-2.O.WW1 00• � �2A-_-YF'C RCILINDWS Or t EMIT LP w( MONO O O EDGE. O 'h' HEADER O NUN READER O � ® ANGLE WITH STUD ® Alin WIT11 REVERSE STUD PAAWL .t66• .t E0• 1251,7 �,D MEtED TO 1.407i.U63• .623• .376• * .flSb' A,tO. `T:.B.12 HOtL Ha � � 1� i �..,• _ �.,.0,5- l .74fD_" 1DCA"w A non PANEL OWeaAP HOUE WASHER _yu © 'F' TRACK ANGLE ® ,31SN Air TRACK ® FLAT PLATED WITH STUD iWIa /6• LONG -� 063- i 375Y • 1t76'• , �W` •v�iEN `� • T —Ji 3?• - No. 44167 o63J NICKEL �'ac H <"aNa q Tf .seW nTsa Na wm No KEY HOLIE AT PANEL... IL ECOae S 2-X7'Xt�(4' ALIBwMNor. Ua Ow bur WOUT u a•a WLWw 64aWA • DF�¢ W/ ADDOOM 7/adWP/Affi / AI,� , pIq va�Ngtr/If � WN• i aut/oMWuW6ATE A TWtR Jr. /L n A6A END CLIUL E'S OEUMS FOR INSTALLATION IN POISED CONCRETE. DCK STRUCTURES OONCRM GLOM OR YM VALID FOR REGULAR- LIFE SAFETY AND E-Z WO S111M PAIL SYSiE31 I r 1• HWrN atW�rM, � ' rN- 1 3 • .r 1 e I 1 r 1 fi i'i't►w,f ii�� ,' � HrN,ra lilt a ats r ( 'Ir 1 _ - r HIM J =J �t _ C♦SE ♦ (PLANT (DeAur WIN, (��yV SHLF 3/T6.1' tVr6wA ST"A.n,°" _��A� R E.i6.r Au � I WAM -•f 1 i Iy it .-3� SCALE tht p r` cow" aOASLI 4AL u".nPnoN i •aY. i i t'li.'6WM6WIa ( 16 cues i 1 O i Her :: ,W„I ' f.R:.G1 '.ttC Ar W. i Na.4 1 \ i V!/!-''VV7T ` I i 1 EXISTING Lb. 1 ---� CONCRETE { ImOCOMu RETE IR'Opi (Ia Sall a ill lb 2! MEMO j �py� SaTs s TMIDIAN 6) SCALE 3/6- DOST" 0 NEW ,' ROE . %V4M . 1/6• THICK AtUVL TUBE OR 1• . _EINTONO / P.T. WOfJO PLAT: SPACER I • MEW 1• WIDE It %N= . 1/6• ALUM. YUK OR ,' . WAVES , �, .T._WOOD PULE SPACER I kMND Tom r H SHM 0 THOMM ry) I I C.O. M War a a 6) 3' M4a REQUIRED. �A AiaY ~, xi gE{•Tloll x-x I BDALE 3/6.,• DETAIL FOR SPACEIM REOLEM Al. TOP OR BOTTOM TRACKS ADJACENT TO 3TUCC0�OOD BANDS IAR� ; r:�•/M u 4 A i �} acAE 3/1e.rAll �D/ hPL♦N1 It sAm 4W.,"60'tN,. I ImCAN - 9CV.E ,' '- ON Oft Pill& ri we" as . ■ N® am DISV= - h - ..w (SEE IipEDIILE ON S', ( ) SHEETS S t B) ' SOLE 3/I /6- (TOTE FOR tY1MIBB/AT06I Dr SECTIONS, TOP t BOTTOM MOUNT111 S CAN BE CO OM IN ANY WAY TO SUIT ANY CASES PRODUCT LVAI.i'ATION REPORT AWOL 204T17M 2 2.1 TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. 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 Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. SCM-198 by OC Metallurgical, Inc., dated March 13, 2000, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1OKMA318, 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 08/27/13 (for this revision), signed and sealed by Walter A. 71111l Jr., RE, 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. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 ttuu 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. z7 = * 6STATE OF -C *_ Re AT ltlA itin �I� 3 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. 20-173. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 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 IS, 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 Ti teco, Inc. and signed and sealed by Walter A. 711I1, 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. TIM, Jr., P.E. (Florida License No. 44107), President of nfteco, Inc. (Florida CA-0006719). WATILL DA TILTECO ADMONRECORDe t P. E. REP GALVANIZED STEEL. STORM PANEL 1 DRWG 0 1/4. 2/4. 3/4. 4/4, 5/5. 7/5. iW/10. 2w/10, 3w/10. 4w/i0. a/s 5W/i0, aw/11 & 7110/11 ANC1M' FOR CONCRETE SEE SCH EOI.E ON sins a • B r WX OD 1' YN I FOR WOSEE SECTIONS ON SEEDS 10 ! 11 1' WL-11 O O r-- ---r......--r ( _r / � 8 __ _------- •-fib. UIIBOITED PANELS BOLTED PANES ill/ //H-20ml- _ -... _- = w/■ 3/32'AS rF (SEE $CIDNS AS MPUC1BlE) _4-5 ILII� � L J O+® V •®' 4. 2/4. 3/4. 4/4. S/S. 7/5.'/io. 2w/10. 3w/10. 4W/10.8/sw/,0. all h 7W/11 ANCHORS: MR CONCRETE SEE SCHEDULE ON SHEETS B ! 6 _ FOR WOOD SEE SECTIONS ON SMEETS 10 It It REGULAR STORM PANELS n1 Q ELEVATION N.T.S. 26T 1/4' tin. GRIP (Mk Ot1ILAP .1 *ELE NAM 21i� 777 4 1/C MAX GAP(:....,. '� 3;: EN :,'{ rLORIDA aUIL01110 CODE h Velealty II11r1t6OM 20M 44157 4mW 7Lnm W_ 20 UK GALVANIZED STEEL STORM PANEL IMP W. GLOBAL Tk: '* ILT.A A E ;•L,, IL E C O,.c. PROTom as III INM PRODUCis, LLc. "',am DRt „ RAI,IMH& x m-uN AUH•e GNWFMMAL. A""Gle-)aaN-DD 20-176 SHS • N •• IVraMnM • W.. ..�� aRR1M NK A Ar., RL I 6� OW 3 OF N 1N�STALeT10N DETAILS FOR REGULAR PANELS (b & dA INTO EXISTING POURED CON�QC{RRETE OR CONCRETE BLOCK �STRUCTURES CONCRETE $I - � COMg1ER EEIIOCN �OIR CONCRETE CK CONCRETE FA.00K REouIED RECONCRETE OIM@ AMKEHOR6 REOIAR[D 60EOAE a AKwOLR I AN �T th Sat 6fpImIR[ a l E SW _ I c4 I chi �. � ,MRMIPN I l (_ Ih OI R 1 I '',� Me lwNMlOa¢ll R ' -� a7AtaA6 _ i ' i Weer O ANOH01e: FOR CONCRETE SEE SCHEDULE ON BEET 6 FOR WOOD SEE SECTORS ON BEET 12 Mal _ WHOLE r MAa -O.IL F7HIDE VNIlEE1 1• (7*8 4r a WNW , , , r�( f -"_----- _^ --- Ap L------- - Z t _.. i- (Li :'i.i�t�.1i.1. i �. �.. I_'_ �VI l.�.� '. �L. li�.1 '�_LL H ,u 6HLTa WTI i d IH'LiM�'H:R':YonH i d 1 1 l I � I H Still ;�r 1 OF 1 1NX ; i pTI}� d �2 SOmmu am CONCRETE ouxx °R RERRED i SOLE 3/6.1 �L• O MAX y1 lY 7WNG NUT i 12 1/2�. CCFCMER A"CHM DOE OfCHB= ON COHIGETE an `-�i�E°TE RGa DIRECT MMM WIGIFED SAME 3 t E.D. - EDGE OWANCE Nam FOti (SEE sCIEOLILE ON TOP t BOTTOM MOUNTINGS CAN BE SHEET B) COMBED IN ANY WAY TO SUIT ANY INSTALATIM. b TI a 7 Ei ii , li �I �ii{ Ti j MVI VON gy H i� N' :i I I I, 1 iii I i j I l l l i � I If I l l l � I( I{ I �t l iI j1, I III iL Will 3:-.- i f ~Y D.R.®a® I81Iiye 1NA. --ANC OR& Fit CONCRETE SEE SCHEDULE ON SHEET 6OF V � WOOD sm SECTIONS ON SHIFT 12 l ll REG" n! STORY PALLS_JP � ELEV♦TrON 3/32-: I 1/4' MAX. CAP '2.67- ^^••yy��-- ' 0RL o.06M .1 TRICE "'At" RICHaft L._�T 050) ON ,,A. WJL N CNM a ���N��l (Ty� sum a� a� s to _ CD U N L_ 0. O -� O O c Q cu �- .� U O en N C O ICU p cu ;a t� o C CU O O Ca LL- p > E CD !Z W .� U Q Z Z W J N c CV O C3 W AA_ L o cL-a o C M G..' N -o Co 3.c C u• d In MQ O i N .p eq L An O lop oCr Q 3 cc c r= O O A_ w Cn ^�,, W ICU CL 0_ t� U Coal V CIO O L_ ICU LU C Z Z Z Q J a SHEET NO. SH 1,0� mail)• INS .CRM1P ,, s r 4 ON BMW WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS ('--- -T A6Ntmo WARNr11Y 1.r trawNA"OQ oof 3L C t • kkpp� N_/ . -� t' A. 0 IN E F Im10N4PON ISS t xIYID r10ik 7 86YE 1 4 - 1• MULLION SCNEMILE MM. MULLION EAAN (PQ • REWAIC w l tJK MULLION - r . 1/6' IC--- P•N� �I-�Irmr � ar PaL1M. P.{LNYD�0F9b1�RAT6R 48L0 A SMNMPMMONVP MUMwJTmP DBE OR wIIOY OPENERLALBOTTOM) INSTALLATION - ALTELMNNE TW RASA! 1/r - 1• BISTLLLa iNE 2W$Gl' L• 1/4' . 1' 1. NSTALLATIONS ARE ONLY VMJD FOR BUILDINGS VMH AS.D. DESIGN LOADS LIP TO +5A5. -72.0 PP I.1. AND PANEL'S LENGTH UP TO 8•-B•. 2. FOR NETT WOOD FRAME CONSTRUCTION: W000 ME'M8ER5 TO BE SOUTHERN PIE NO. 2. W/ SPECIFIC DE7SITY OF 0.55 OR EQUAL TOP 6: BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SR SCIKIAO ON-N DElT 14) 1F7tt IMoET. comom T[ ANC OALIEN 14)PORaOD CONCETE FORm aL�'N � EstaN,aT 14) `PO,AtlD �/,MEET 14) •�WALL AND FLOOR MOUNTING IN$CRUD- 3/6- - I• -SECTION 2SOHE: 3/r - i• NOTES ON In Sdf= STORM PANE, SYSTEM aw LAt1OH1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN ETD PANEL (FS4T OR LAST PANEL) Olt AS AN INTIONOR U)CAMN Of BETWEEN LIFT SArVTY PAMUS WY OR UMW NOT BE MKTALLED ADMACEM TOPAMEL PJINEISOR W/o KA AR TmACNS.) 2l6ESAfEF! S�iOR)! PNCONSULTS OF 0.030 GALVANIZED STEEL STORM PANEL AS PER ,OINMIL7IT SLEET 2 OF Oltom 6. ifMPANEL. (ISELF TO K RIDKM ON vWALLED FROM THE 6410E Of STRUCTURE. 1 LEE SAFETY REQUIRES TOP TRACK TO K COFONOIT ® k BOTTOM 7Rh(XTOTINS OWNING.OR FLOOR MOUNTED FOLLAWNG SECTIONS, k1 k 2 ON SHEET 14.4. MN. uEmm FIRM COMPoNETR 4 1S'._ MEN. ANCHOR SPACING FOR CONIPONENT OANC ORAGE AT BOTTOM 5 OVEN ONSOMMO.ES T,k Z SIEEF 14.COMPONENT ® WYK PERMANENT OR REMO.RBLE.A SEE DETAINS FOR NSTA IMION INTO ROOD FRAME BUEDIWGS ON SHEEP 1SE SEE SHEET 4 FOR OVAL APPLICABLE TD THE HECESSITY FOR THE RLSTALLATON OFSPACERS AT TRACKS MV06UM AWACENT AND BEYOND TO STJCOD/WOOD BANDS. I WALL t FLOOR MOlg1TRNSAW MISI'ALLATHM - ALTERNAYM(SECTION AT TOP Is uwm TO +553-67.0 MAX SOME 1/r - 1' ASA. OEM PTO Woo) SOILS 1/4- - 1- WO,NTH..wAFP4Yw.� COHFLOOR NOLBITBIOINSTALLAIM - SELIM YW SCUM 1/4' . 1• AREA W/ND LIFE SAFETY PANELS I. WAR Pallas w/ OR wroRE1MA/RTRFpIS SECTION B-B SCALE 3/32--t• T MAXIMUM AS_D_ DESIGN PRESSURE RATING .a.t.) AND CORRESPONDING fma ONLY no &a SKOEumm At I = SECTIONS 1 MW 10. ON SITS 4. 5 Al 6) MAXIMUM AS-D, • mm IV 1/�'�1-aSt• S.S. Ni r TERN a "W A. mumm OF WAL DrLSIGN PRESSURE RATING (piLf.) AND CONESPOMHO MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORY PANELS 0 Ar Q INSTALLAM INTO EXISTING CONCRETE A CONCRETE BLWK SMU TURES CNALD ONLY FOR PAINiSQk @S16TALmom; Ak PER SSCITOND 1 TMU 7, ON SNEM 4 k 5)10 NS 10 ID � 4 KNO. FUMDA BLNLDNEG LOGE W Y Nwr)eana Zorla a167 .Ni,L,� NL 20 GAt� GALVANW STEEL STOW PANELs Py. GNIat to I L E C -0.... GLOBALPRO CIS' �. wratam IM!� ,• ,�.: • �0- ASA SAL A WAKE,PRO 4OG faL It SIRETOYK, IL 33314-o.P`O~,:.. a.LNN,» ''1'' n6Qw-76I6. NM: a6+NM-Dn 'lo-»B G-0a9M7Or4tAa TENt.-emm NeA I Or O A�/r�6��+O.S.-77-0 Y-r C1 IJM 2 f/{'tPaOLIEDtTIMSal +OS.6, -7>Y-S• mr-rMK!D/4'IEN0.IFD , t„RIR Si7 MOA -77.0r-r ro IF-Y MiPt.+4aa.-4sOt!'-4.ORLOSDt/2'• • 10 IIAINEY AEA OLaIOM ,r6aRc (P.,J IIIINRY AILIOAS SRY3a FOR EA - 7 1/r '• APPMGINE W 9CT1. SIE i rN� YIfERM rMIQ tDtolN t• 01.) iMCOY O wP-W OAUL-N olallYS PBR[ O Nq,B,lir[ PW m 171NOR1E R � m RnNuoE R � m mRanE o� m oaRaRctE � I--, � r N/A WA N/A r N/A •' wR r NM , (10P) r N/• N/A WA r N/A r N/A r M/A ! �) IF NIA N/A N/A r' wA S' WA r WA ! hOTIDAO +76.6• -710 r WA N/A WA r 1LAM r MIA r WA 344 (SOP) Y-r an 1II6 011 l6f •, s• WA N/A I' r r r r r D (6D1TOM) r N/A N/A WA r N/A r WA a' N/A 7 �� r S' wA wA r r r r a' r ♦! low" wA N/A a ,/2' a ,/r ,! 1M r +p• a 1/4' r ,/r s ,H• a 1/{• a (tOP/UIOTNQ SCE B,RSIB /01, POR AIICIaRa IYFt • SPABa FOR M,1SLaN1a MID aR00 PN,L[11,iMM ANGERalttLMOa ILIB IIrNIM [OKSaTYOf AKSODDED OM UIa lCI914L FOR [A IZ$TINT /OmOIDON lOIm1AE E/p1Oi AIa1O!TEND R YLIMLNO lFMfJ10 SIOMI ON BDAINtIIL KMlOLIOBSIa/NCmIIE POR tlt OPOWON m E ►OaB6tE NDSC®lIYI/IG OBMEEIi DING MCIOIIDnttA01 iLIOnow ,MINTY ,WfJO O,aaR® mR GCF AMGM TpMa .ALTOStlON7O.T!{11/{i 1M�1/IY 1/41 1/Y� a1r,has s x 1,pa , ,s Ip 1.MaatptLIROIRR,r ,m Im Uk. S/r LONG /: 1 L O MN I I/R• MR10 WA010 FDR ALL i:,&RLow" LONG 111,00" LIP TO mr-or aft mdR 1{-10 M,DAWE FEW" D OR Pun a 12 In- 0. CMN 1 1NNAM PDEIROON a,ToPm r-r M.tAN SCALE 3/S-1- 1. OLSTAUATIONS ARE ONLY VAUD FOR BUILDINGS WrTN A.S.D. DESIGN LOADS UP TO +55.5• -72.0 PSF AND PANEL'S LENGTH LIP TO r-B' 2. FOR NEW WOW FRNAE CONSTRUCTION: WOOD MEMBERS TO BE SOVTHMN PRE No. 2. W/ SPWM OVOW OF 0.55 OR EQUAL TOP t BOTTOM MOUNTINGS CAN BE COMBO NL ANY WAY TO SUIT AM DSTALLATION. LLL a) 1 1 i. f , . 1` : . I . STUDS • EAM OVIERL1/2, 0, rH OU) PALE YAta cem Plo§M a) 1 1 i. f , . 1` : . I . STUDS • EAM OVIERL1/2, 0, rH OU) PALE YAta cem Plo§M Tno/N Cr �AP.4eP 04" PNIDWM iBIYE O PWOL6E Rln PP•t� aWE" COMDINNON ar THW Palm LNIOOt 1' (so To ,E B,DK to vo oaNCActE m am m NDC, m -72.0 r N/A N/A N/A 6' N/A r N/A 6' N/A 1 k 2S5.0. S•'r dt LESS 1•7' 1' 1' 9' 1. 1' /' r1•(BOTTOM) +55A -72.0 N/A N/A N/A 6• N/A 6' N/A B' N/Ak 2 (TOP) O 7-N/A 1•s• r r r 7 1/2' r 1•1'1- 1 (BORON)5-0' -MA N/A N/A r N/A r NIA 8• N/A i A 2 (TOP)+S5.0 r-r TO r-r4' r 6' 6' 6' 6- r 6' r 1 (BOTTOM) MA "JO, I (HID 6 W NIT. TAW W a ANQ NM F BN 6 r IN. I= 10► a MMO �WeiPA�[L,001 L'(NL)+46.2 THEMtFNGTAPCONrN -61.5 3• A 3• 4 f 4 1 2' 2 (BOTTOM) r-r OR LESS +52A -wo 3•''4• 2 (BOTTOM) r-6' OR Uals +66.0 -72.0 2 1/2- 2 1/2' 4- 31/2' 2 (BOTTOM) r-r OR LESS+3SA -72.0 2 1/2 2 1/2 N/A N/A 2 (BOTTOM) r-6• TO+36.0 -72A N/A N/A 3'2 ALTERNATE AT P 4X ,/4• I �jl i , Eli �-WTUUM PANEL �-ETD PANEL r-3• DETAIL 2 FLOOR MOUNTING INSTAL! •TION (APPLICABLE M SCHEDULE 2) SOME, 3/tr - 1' MAXIMUM AS.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDINMAXIMUM PANEL LENGTH 'L' SCHEDULEu(SLY ro SOCONUL t k E M IC = FON tsT5YSEEMON;Mlt_L 44167 FFRua�Jr-r a for SCR am Is ►OR AIIOIORS THE a Sgila PCt NNMlaaln NIO woo VMS OULO4 HWMM ANCHOR f►KNOS NO MOkAM EDGE ONVACE NE raOAEO ON THE WOERRL PON EA I= TINN Remo ON so=" no= AtDIOR WV=o K MUHPLVNN SPACIINDOOM ON SCHEME BY M FOLLOWING FACTORS. TON "ft EPSILON m K PO6aNLL Ri011Cfa SIMCI G ONMU LOW FACTO NNL NOT SE LESS THAN MAMA SFACSO $ca= MR EACH ANCOR INS a MCH M LOBO.ANpO 1YR 1/41 1/4S 1/4. 1/r. w6NAa m-m o\ mom Brm a a a a E,p.YNN aV3 tN a a , 3 P.a4,Ma a a arp a,pA.ML I&2al NET AAM CUM PRISM[ "I.) MAfMM NOMM SPag61 I= ED. - 3 1/Y ••APPLICASILE To OOIIBaR6am 6r nd LOOTH tF (w)No" 1NC0I/ C, tv--w O'aN-M PMOx80! RxINL D FABLED[ PWS SpA !Tlm m CONCRETE m CONCRETE sum m CONCRETE m ODIORETE SLOCH m CONCETE m IattLDEE ■DEN m OONCREtE ro DETESTS ■m ro CONCRETE 10 ,ONCEi[ sum m CONCRETE ro CONCRETE GLOCK N/A N/A N/A r N/A 6• N/A r N/A N/A N/A 1 (TOP) N/AN/A 1'''''1'N/A N/A 1 (BOTTOM) 1'N/A N/A N/A 6 N/A 6 N/A 6' NIA N/A N/A 2 (TOP) r N/A N/A N/A r N/A S' N/A S'N/A N/A N/A 2 (BOTTOM) 353. -72.0 r N/A NIA N/A r N/A r N/A r N/A N/A N/A 3 k 4 (TOP) >7'-S' TO B'-r OR LEA r4- N/A N/A r 6• 6' S' 6' 6' N/A N/A 3 (BOTTOM) N/A N/A N/A 1.N/A r N/A 6' N/A N/A N/A 7 (TOP) 4' N/A N/A 6- B' S' 6• 6' 6 N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2- 61/4- 121/2- 51/4- 61/4- 6 1/4- 6 1/4' 61/4- N/A N/A 5 (TOP/BOTTOM) N/A N/A 12 1/2' 5 1/4- 12 1/2• 6 T/4• 61/4' 6 1/4- 61/4' 61/4- N/A N/A 6 (TOP/BOmu) '-r TO IP-r SSA. -72.0 N/A N/A 8 1/4- N/A 81/4• N/A 51/4- 6 1/4• 61/4' 61/4- N/A N/A S (TOP/BOTTOM) '-r TO 11•-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/4' 6 1/4' 0. S, 10 (TOP) 43.0. -46A 4 NIA N/A N/A N/A N/A N/A 6' 6' 6 1/4' 6 1/r B (Wrw OR LESS 6'4' N/A N/A N/A N/A N/A N/A r 6'6 1/4' 6i/4' 1 (BOTT011) N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 6 1/4' 6 1/4' 6 1/4' 10 (BOTTOM) /a DIRK 10. it COD 12FOR ANCOWS TYPE A SP C4O FOR NEWLATOIq INTO WOOD MAC RkOW o w im MOTOR DM1fi = COD M/�RY EDGE OWN" AM VaICaED ON 1Na WREAKS. MR LA I= TN+N NDwo ON won" KRME ANCHOR SRIMM •/ IRLWLVNO NACNG DORM ON SD60WF BYT+E FOLLOUIG FACTORS. TOR TW OPERATON m BE P00DL REINAM SPACaR 06OYMA MOO FACTOR SMALL NOT K LOSS TWA NIMM S►ACNG NOICATED FOR EACH ANCHOR TYPE AT AM== LOOM i!4•A t/rI ,/4'MWAGON OE 9YI.O! ma�sots oAIK-N MA PIW10R IFHOMi W a a ] a x +pa 3 3 3 3 a , 1/2 Wary osr Nr DJ , s ],p D ,p 1 a+pMa So, B� �m FA4170Sam Im ra, - ,mm >eF CON N FOR tit. aF1111M11011 now mom 1. WSTALLATKNO FOR ALTERNATNES OW. SW k VOW ONLY VALID FOR BUI DINGS WPM ASO. DESIGN LOADS UP TO +43.0. -48.0 P•a.f. ANDPANEL'S LENGTH UP TO 12•-4'2. FOR NEW WOOD FRAME CONi1RUC ION: WOOD MEMBERS TO K SOUTERH PINE NO. 2. W/ SPECIFIC DENSM OF 0.55 OR EQUAL //DIN FOR FdSINAl1ON OFere•TY,Mc•k BOTTOM Y WAY TGS CANBER,'»MBIILm N ANY WAY TO Stiff ANY INSTALLATION. 1 4Y LAO SC M rO.G w!TPIENIONATION AT OF PLATE INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM 1/4 r"/INTO EXISTING WOOD STRUCTURES -rl � I" �a-id I�7/�! I+oe NATIVE 2 Eo ED OR-1 DRNAIII®MOOD TINE&JERNATIVE 3 /LLTERHaVE 4 n O PBCAIrm011cat 1/YI/4YAO/r LONG SACS IItNAHR W/1aY-!0Q'SR NG. a r kC. COG1/4-0-30 PWXUN E RNME D aALTERNATIVE WOOD FRAME COND(LONS d[ ANCHOR LOCATIONP" a r O.C.M / 1/rWL SONb SFrnOVM PDETIAHON TO A0pRATE LOVE , SUM NIAOFi NOT DOMN FOG CLARITY WALL MOUNTING INSTALLATION ALTERNATIVE t W mm 1, asrALLAMO ARE ONLY MILD FOR §ULWM WON AEA. ou"LOADS UP ro+ss3.-TS3plo Am Pons LENGTH uP TO W-rL FFOR Nam.. WO DM oSNCOOIOIJALm SE aWTNBBN MPt. PANEL LENGTH (SEE NOTE 1) > O cca -vC �OP Cl O C O co u-o w -0 Ecu O�� L-U ) NCD L-oNELUwu COD`6�0- cn (D V J cucco V/ cu WQ Z Z Q _I dSHEET NO. SH 1. 1 ""'PS (SEE SECTIONS ON SEATS 17, IS. 19 a 20} MAX. J+A/17, M/17. 0/10. XA7. 411/17, WAS. 3" MN, 9M11/+a 7M%19 A Y0t/f6 M/19, 7wp9 a EwJA I. 0 0 *.__1Ma MI R IR! IIIf . 3A/f7, yA7, 9A/la !/T7, 4�At7. SB/La 3' MON. MW/+R 7AW/19 a aIInO Mw/u 79w/i9 a E9wJ10 1• yR., ______ANCHORS (SEE SECTIONS ON SHEETS 17, is 19 h 20) OPTION #2 FOR LIFE SAFETY STORM PANELQ ELEVATION SCANS 3/19•-1• Ile WL aV SECTION A -A SCALE 3/16'-1- wiw" _L .L i ■. I MAXIMUM AS.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (P.a.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 8'-8' 2 3/4" UNBOLTED Y'" I ` i rnu■ ` D-Jr-'� ; I a NM WMAm101M teTo a°uI~a Ac . We mA54 rr AalaveM -Rai 1 t aE awm, a 1• 6- PANEL EL MENDTH IN am to PANOT TENON Ae. aOrPRMIo1+ (SEE NONE I IELda CRE: NOTE ElEfpa To Own -raw-, 3/�2" ( COAT.w. "MT MLRT�P-M.a.,n rWNalEli ! 72 in• 0.C,.w.v.r) 4R TA'COP • r CA, 1 ♦w TAPOON ! r O.C. t 1 6.1 W T I HALL T41EO C { W 1 i IIIA room AT MOwaAN A H6aIN OF MATE OWOOO PLATEQCWOGO a PLATE PLATE a" YOI1NTiN gwkl,.Alm yOLOW ,I I• mpg dl . �y SCALE 3/r-,• SCALE 3/6•-1• I. OXIA ATgMS ARE ONLY RAID FOR OAlOINGS WIN ASA DESIGN TOMS 5��1 UP TO +$&& -72D F6: Am ROMA$ LENGTH UP m w-s" u0 L FOR MOP WOOD FRANC CONSTRUCTION, ROOD Mw ASM TO E SOUTHERN PIE NO, 2. W/ 3PWM M WMY OF 035 OR EQUAL .,4Br Ail I►^ =� ` �.A:�li ' ►. =Ili .tiY. 17; JYi ;l I. B ,. �.► ` • ;. III III A ► • : ,. ' T STORY PANEL )r PANELS END UP W/ NFMYED ENE. �rP,EpP` ISOMETRIC A ROUNDED CARTER ! EKES E PAPEL•S END UP W/ HEMMED EDGE. (N.T.S) t2S' "11•' a P 2.000' O J. irl= 7�y DSS• OroJ I STOP RAR 1T* LONG 6083-T5 Aum. ALLOY RE'YM= 'h" TRACK 413' i i Q 3.750• RAW) O A14 6061-T6 AMIm. ALLOY M.L W/ TAR w O3 REYERMO "U" TRACK 125' I �I 2A00• Y © Y"iTS'(Max.) AWM_ ANGLE F4• TWCON ANCHOR; I' O.C. INSTALLATION DETAILS FOR OPTION INTO EXISTING POURED CONCRETE 1[.• UPC" Me"= ' --� f r O.C. #2 FOR LIFE SAESTORM OR CONCRETE BLOCK M4• TAP0011 MICHG N S, r at. PANEL STRUCTURES SYSTEM _,-�{• TAPOON NIppRS MMa PONEp COIpEIj \ BIOCt 11[OIIMO J 00. P'OIIED CONCIETEI 1 DRENE OOt PEOUEIED ,-[i 1/{' P'OtIED I \ BLOpf A A 1J4• i i i I I t I i m x t a wp� I i t + wat7 Mp I .Er Eti6flEy,� 0i � EIA51RXjJ GLASS CLASS � t 41, At 1u W 7 �144ALL i AXIZII W/ wm Nuf t/2• i�b3J J�f 12 t/2' O.C. ASFIER Z 2_! (BEYOND) 7 ! tt•tn' f4 +/ O IAIt 1Nt9NER DISCORD){ 1 TAPOOOt 1 i {• TAPCON W/ SAD) W/ SRO) ! 4 1/r O.C. Yli NM 10 a 10 #0 Ak"= TYPE a Now 11SB IX. wam VACANT FOR MnUATMIA tlm NO 11L MPIBI •IIrMO�IT py 7 #a" INREIL WK O tMUA SHONE Ala OO TOE M IOU/ THIS FA Nn •-M..1na �� Ol�i II = R ra SOMU FOR i0. NO 11Mw ANpIWED OM SOBOME;BOUNCE A/MGR SM{Tlel M M P Le iMb1Wy 1,MP+111 ur aU 1 AOEP.9a R1R09 F 7M. M THIS MY 1W IOILOISIIT F/IML FOR THIS THE POLAROID OPeMa+Dll m E 1 IINIKIb +LAY AM WAmm OSWAO FMa ►ACTOR TAINT wr E un IMAN MNMUN Sw m IIaiOAivb FOR CCU ANCHOR TYPE ON T06 SWIFOAE A• ,m 31 WAIL MOUNTING SCALE W.I. 0111, 1. INSMAUANIONS ARE ONLY CAA FOR BUILDINGS WITH A.LD, EbMG1 LOADS UP 10 +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO e'-S'. 2. FOR PEW WOOD FAME CCSTRUMft WOOD MEMBERS TO E SOUHERH PO4 NO, 2. at SPECIFIC AMITY OF OM OR EQUAL 3'/24 ONE NINE a mAe 1•/24 � 4'/24i 4"/ OR VA RH ELM 'T_TIfT,- TTiiT,I1 ki��s3i�A,. 13�7T311M -'I --. 1••s �pyEIFPI�I�� - A��iai19-F� III III�IiII�IIIi�IVl�llll�ill��lll�lll�llll�lll� II If is M.S. W/ Mir WISER 0 W� L J_j__L,L.J.JL_L ' yy- m L aX4•1-'. T I t rAwL7+ELwIIME Di"v.) SE NOE 4 E7DW_-- '9O101ArCaE77AO NPoGHRORIbOO%O E EtaW Ot MtX7Ii1106IE11 1' Ma 3 �O De/ an W/O�.® 50001a pM 9MEt tY (-�1Y • TO (� • l LAST PANEL E NWAAUM 0 EACH OPENING >QWMi Almw4YEI E PigYNrA (( IRDM HIA+oLE m FAG,irATE 1NlfAWlid1 Isle, to IE m FAmma NSTALLA78N w wwm m E N/TALm FROM - few E-Z NANO STORM PANEL SYSTEM Pam or ACNE - 1 sau war - 1■ +L 1/4• No. aN 1/4' a- GAP i t/r M1: YAP GAP-li- 1A4' Nw NO 1 RIt�N/ORIVW�•® 1ar 1- .; I ltLl.Il! i-A aTME am - r SECTION 1N B-B w" 1UASS' • r (I). OFFPM7NxI lY SFiWiW 11Map E - Z MANG STORM PANEL SYSTEM CONSISTING OF PANEL + tl4IE5i TRAM AT TOP a PAHELMTE PLUS OR IS' LONG (1). NZ01111011 OE E - 2 NAND STOW PANEL SYSTEM CONSISTING OF PA EL + AT BOTTOM W/ PANEIAIATES, CAM. TRACKS TOP a BOTTOM. (2). AMELS SKILL ALWAYS E CONNECTED /0 EO1T011 TRACK OTHERWISE STOP BAR (21 00 PANELS 94ALL ALWAYS E CONNECTED TO SLL WALL BY MEANS O FAMELMTES OR IF USED Y Ts- LONG 1RN3T AT BOTTOM, END PANELS A StfALL E PROVIDED AT TOP OF SUCH PANELS. % SMALL E C01aiECTED 1D�W/ f .A•'w1 i/EE}x3(EXCEPF 1/4'lM-g013 IMn. NT0 TAPED M (3). IF END PANpSI ARE M 801T1)M TRACK. COpECTglN SILL CONSIST O' (iJ DESCRIBED 1 4'f-20N3J4 M:$. W T J32' WI16 FM OR 1/4'Pt114• MK THUMBSCREW TAPPED BOTTOM 710N OF FASTENERS MAY E AT ETHER OF TWO (3). FOR GE9 WWEPINOTEENO(�PMHfLS ARE LSE JGNNRY wJ 15• LOFT TIT AT SOt flIO PANELS ARE NOT j:= J LED TO BOTTOM TRACK A STOP TAR EXTERIOR FLAT FLANGES OF END PANEL. .(% 9NLAt1 E PROMONE AT TOP O' 'SUCH PAELS. (4). N CASE TINT END TPANQS AE NOi COMINiOfED 70 BOT70M TRACK (La A STOP BAR TRACK USING SPECS AINOMATED AOU /K71E (3) A80ME. N SUCHCONNECTION OE M Or ANNE15 (4). FOR INSTALLATIONS WHEN 00 PANOM MOUNTED TO DOOM SELL WALLBMIS AND SOME INTERIOR PANELS ARE DIRECTLY USED BOTTOM0 MILL TO 8OTOM TRACK MY' OCCUR AT iPh PANEL LOCATION. WBE WTRACK; PANEtAM7ESYP0 SPIfCM4G SHOWN ELEVATION / r (5). SEE SECTION 1'. S a e ON SEAT 24. SEE ANCHOR SCHEDULE ON SHEET 25. EDGE DISTANCE FOR THIS INRRIOR PANEL USED Y W/ DOES N NOT NEED TO E CONNECTED I(� 6Y ANY MEAIIL TRACK SLAIN NSTALLED SUCH THATITT ! RBM SDE aF ►ANa) IMYE THEIR (Wfl6APS RETAIE . INMIMLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 0 1 4 TIPCON ANCHORS 1 e tHPCON Moen 9" at r OC. ANTE mmumm CONClE1C BtACIZ' ti OONCAE'IE mr, 1/4• 1 I E0.a F gmaE pP i >a ' O !® NO ExSBpaGLASS ■7aAI� 1� I it a3 I l i i i i F I i i NS 1Il'7 ' - 1 I t I ` I N 1 t4-10'11 IANEtIYOE PUK w/ 14-lrp ANIMATE PLUS w/ '. x Hui 6 x 3/32' Nlla NAT wASIER 3/32' WPMi WAN • 6 1/4' Q.C. � (EYOPO) CONCRETE oxm CONCRETE COIIOETE 8�1' c OR CONCRETE BLOCK REQUIRED REQUIRED 71EdLL,29PUN+1M RAI INSTALLAWN lWMEM��YFAdEL REtil)LtR PANEL SCALE 3/6'-1" SCALE 3/r-1• Z A: t/r a�A'�CEN' ✓H MINOR ND. 44167 FLORIDA 8(MLDINO (ODE h YNeo Hurricane Zone *' 1aPAa 1IRm AK 20 OAK CMLVAINSO Sim STORK PAEL I?, ATE Dow M �� OR ''�■ PROTECTION PRODliCM U.C. °tom �'4`r ttNAl iIL EI it FNe, a ; sx, s+ xow NIA N11 xW ar A wow pa Ts a RAft 094PU-M 20-178 Mi W1 .A.(1w w1�MN �-Rllx PAL �, r rM xw - 01 1DIOA a�UTA�.. Al NMOT M a >• SEE lNkE7 H a Jp WAR ANOIb6 TYPE a 1q� tp9 TNh wool _ VACAT FOR PaDWLAIOI! .NIT Ia00 ws AIe1IeA EMCIIIA W 3 7 NlAIUNaMI�l! sralw AN! 1wMAM WIDE 0911ICE AU[ NOIOOm OM ila •■M■.INMN R4s.N Oa a II 3 a +/II ICIIm1AM FOIR to 13E 11YN AIORAISI ON > R8M110E ANCHOR sAoa ,• MAamYNT aNIrAA1T sINDIAN aM xNBaAe IiAb6H OOnPARr Y aJ AR1BL 156 6= aEBIBq IFa1IR E THE F0t401Wa RtC7O1lA FOI 7116 0►BYOION m E f0E9AE. 1®INOm 1 1JN' II + - • IPACAa OwAIN® LISAa wC/0U NilL+ll Apr E 10A 1WW IIAMAI fl'ACIN/ Ia1WiSD Pa EAICfI AapeR TYPE OI T+m SGImUIE X. t.m IAa 3 - IIILT:F31 WI.E E.-Z MANE 4iEyMi PIMiYIl SYSfEMI 1. E-E KAM STORM PAEL SHOW ON THIS PRODUCT EVAI.MTON DOCUMENT (PLO) HAS BEEN VERIFIED FOR COMPLAICf N Ali) WORM EMBEDMENT OF TAPCON ANCHORS NO PANELMATE FEAE 0 a PAPEINATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 CM EDITION) OF THE FLDRIDA BUILDING CODE. SLOOK SMALL E 1 1/4-. DESIGN WIND LOOS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MERIOW CODE. Ell) MWNLN EMBFDNENT OF ,/4. x 7/B• CALK-N ANCHORS SWILL. E IS 7/r Nm CONCRETE. FOR A RAND SPEED AS REQUIRED BY THE JURSOCIION WHERE THESE SHUTTERS WILL BE INSINUEQ AM FOR A DNECTIONAUPY FACTOR Kd-GA& USM AM 7-16 NO SIWI NOT EXCEED THE MAXI IW AW RNG EMEOMENT ALTO ANa FINILSH MATERIAL SHALL BE PERMITTED. (AS.D.) DESIGN PRESSURE RATGIGS UmI`A.TED ON SHEETS 25 a 28. 1/4' 0-20 SS 9gMX BOLTS USED SHW. BE LORD OMON(SWUD ANY room MATERIAL EXIST) TO ENGAGE 3/4" INTO AMbIOR$. N ORDER TO VERIFY THE ABOVE CONDITION. ULIMMTE DESIGN MIND LOWS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO AS.O. DESIGN WIO LOADS BY IANWA.YINC THEM BY 0.8 IN ORDER TO B.3) IN CASE THAT PRECAST STONE, OR PKtAST CONCRETE PANELS E FOUND ON THE EX6TI G WALL TO COMPARE THESE w/ MAX. (AS.D) DO KIN PRESSURE RAT%= IipCATEO ON SHEETS 23 a 26. AN04M SOUL BE LINO ENOUGH TO EACH THE MAN Sf1UICTUE ODOM SUCH PANELS. ANCHORAGE SMALL E A4 MENTWNFD IN LI) AND IN 0.2). IN ORDER TO VERIFY TIAT CO PONFJRB 00 ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE N ALLOWABLE STIES FOR WAND LOADS WAS Bit USED IN THEIR AMLYW FASTENERS SPACING TO WOW HAS [TEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) A E INSTALLED FOLLOWING ALL OF THE IECOMDgWD6 AND SPECIi1GMI1GH6 OF THE ANCHOR$ STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SEC710N 1626 OF THE MANED CODE AS PER FEf1iSfPo1TIDN VESTING LABORASTORI', INC. IEPORT % 2W1. AS PROTOCOLS TAS-201, tt. R STALL E THE IJf�OISBMRY OF THE COMM" 10 VERIFY 114: SOUNDIRSS E 71E STRUCRIWE DINERS SURER 202ABOVEA TAS-202 AND TAS-203. IS TO E ATTACHED TO INSURE PROPER ANCHORAGE. THIS SNURER SMALL ONLY E ATTACHED YG CONCRETE. KCCK 2. THE SYSTEM HAS BEEN DESIGNED TO E INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FaWE M140r�. IMAOE W/O THE USE OF A LADDER OR LIFT. THIS APPLICATION S VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE PSTALIATION CONTRACTOR IS TD SfAL/CALRX ALL SHUNTER COMPONENT EDGES WHICH F40aw IN COKINOJ" FROM THE WSW OF STRUCTURE, CONTACT WITH TIE BUILDING 70 PREAENr WIND/RNN INTRUSION. MILK AND SEAL SHUTTER TRACKS AL. AROUND FLU 3. SERIES 1000 INSTALLATION IS APPLICABLE TO SNIXF NO DOME HUNG STYLE wIW" WHEN INSTALLATION IS RMM TOE . PERFORM FROM THE mm OF STRUCTURE 13. STORM PANEL NSTAW7ION SMALL COMPLY WITH SPECS NOOSED N THIS DRIVING PLUS ANY BUALDNO AND MIND, REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED T0. 4. SERIES 200D INSTALLATION 6 MPILrABLE TO SINGLE AND DOUSE HIM. AND MWRRONTAL SUERS STYLE WIDOWS WHEN ISTHUTIdU 8 REQUIRED TO E PERFORMED FROM THE INSIDE OF STRUCTURE. 14. AITWM WINDOWS AND DOORS, W. E - Z RIND STORM PANEL SYSTEM"' 6 POW POr09q. 5. ALL ALUM I N IM EXTRUSIONS TO BE W$3-T6 ALLOY AND TE]IPER. (UNLESS OTHERWISE NOTED) I & (a) lily PRODUCT EYALuRM" D U.ME IT (P.E.D.) i+REPAREO BY THIS ENGINEER IS 6EIEPoC AID ooEs NOT PROVIDE OVV MIAT01 FOR A SITE SPECIFIC : I.A. WHERE TE SITE CONDITIONS DEVIATE FROM THE PJ:.0. S. ALL NJAW" SHEET METAL USED AT SHALL MOVE 3105-H14 ALLOY. (b) CONTRACTOR TO E REtGI01r�1,E FOR THE SELECTION, PURCHASE AND INSTALLATION I4ClUDPMs LIFE SAFETY O' 7. ALL STEEL BEET METAL PANELS SHALL HAVE STRUCTURAL CLAIM STEEL. ASIM A-553 GRAM SO IOU., GALVANIZED STEEL IRIS PROWCT BASED ON MS P.E.D. PROVIDED W4SFE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESGIMTIDN w/Fy- SB.S *W (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S THE OCF1TRACf n �POMMTY. B. AL SCREWS TO E STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION REPTANT COATED CARBON/ STEEL AS PER DN (a) IRIS PRODUCT EVALUATION DOCUMENT WILL E CONSIDERED IMAM IF MOORED. 50018 W/ W W YIELD STRENGTH AND SO 111 TENSILE STRENGTH a SALT COMPLY W/ FLOROO BUILDING CODE SECTION 2411A.3.4. (a) SITE SPECIFIC PROJECTS SOUL E PREPARED BY A FLORIDA RED ENGINEER OR ARCHITECT WHICH WALL C BOLTS TO E ASTM A-307 GALVANIZED STEEL, OR AS 304 SERIES STAINLESS STEEL HIM 36 kb WN YOM STRENGTH. BECOME THE ENGINEER OF RECORD E.O.R.) FOR THE PACT AND LIMO WILL E RESPOiSW FOR THE PROPER USE OF THE P.E.D. EN04M OF ACTING AS A DELEGATED U40N O 70 THE P.ED. ENGINEER. SMALL 10, ANCHORS TO PALL SOUL E AS FOLLOWS: SUBMIT TO THIS LATTER THE WE SPWFIC DRAWINGS FOR RENEW. ( (A) THIS P3:D. BALL BEAR THE DATE AND OUOMW, SEX AND s oano E 0T THE PROFESSIONAL DW"R OF - 1/4'I TAPC)N ANCHORS AS MMMTACTURED BY LTM. B IL.M. W. (MN. re-31/2 p L) RECORD THAT POtUY D R. - 1/4" . X 7/6' CALK -IN ANCHORS. AS AWNUFACTUED BY DESALT INC. (MN, fe-MOD p...l) IN. STOW PANEL MANUFACTAER% GEL. SMALL E LOCATED ON A READILY VISIBLE LOCATION AT STOW PANEL N - (14-t0 PANWATE FEMALE 0 a PAEL ATE PLUS ANCHORS. AS MAWFACTURED BY EL= CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.9Z OF FLORID BUILDNO COO. ONE LOM SMALL E PLACED FOR EVERY OPENING (rC-3350 P.-L) LASM" TD COMPLY YMH SECTION 17M." OF THE FLORIDA BUtONG CODE. At) WOM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SILL E 1 3/4' AND 2• FOR PANEUMATE FEMME IO a PAN LMAIE PLUS. A2) MINIMUM EMBEDMENT OF 1/4•0 X 7/8' CALX-IN ANCHORS SMALL EIS 7/6• INPD CONCRETE. NO DOMMEM INTO ANY FINISH MATERIAL SHILL E PERMITTED. 1/4• 0-20 E SD MU K BOLTS USED SILL E LONG ENOUGH(SHOULD ANY FINISH Wow EMSF) TO ENGAGE 3/4' INTO ANCHORS. A3) W CLUE THAT PRECAST SANE. PIEG6T' CONCRETE PAVN OR FIVERS E FOUND ON THE EXISTING OWL OR BOOR. ANCHORS SHVL E LONG ENOUGH TO REACH THE MAIN STRIIOTIE BEHIND SUCH PANELS NOMPAW STALL. t "" "'•• �%' ` :' •AGAR � • E AS MENI NEO IN A1) AND IN Al). ' No, 4418T (B) m 15c6twG rallrnErE EDFA WALL - 1/1• • TA'GON ANCHORS AS MWNUFAL;HMPED BY LT.w. BURDEN, INC. FLORIDA BUILDING CODE h Velocity Hurricane CALK -IN ANCHIONS, AS � BY DMALT INC. FACT1RM am t, AL 20 @MBE QALYANZED 9M STORM PAWL �+c'-•-4 - /14-10 ANEL1AOE FEMALE PANELIATE ANCHORS, AS MANKBfAELCO CONSTRUCTION r4 PRODUCTS (V -2071 p.a.L) ... •+ -. r-. •-���-.. �---..�- ..-1NNW ^W, W in N to C U N 2 O C Q Cu -0 �- .CD U Cn c O O L U W 3 o O O L -F: CIO�SW.� y CX Pi N 04 672�e W No W V • C3 2 codo O A C-7 N C LA__ NZ. NO p >_ y o C: ON OU m E c C V � Q 3 /o Ir N Ow N 13 ` C t� w c� c £ +o 0 INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HMO STORM PANEL INTO POURED CONCRETE OR CONCRETE BLOCK -.! OMoNE+t�im'P1• paE� ai y $sr14 ��AM� ;/-wrOgl \ 4 a+». ia'�a'PH'oy1W '6 Nm 4 9� 4(• °Ym"�"" CEaER� w"a OW1 CµµMO LG0 ® �AW`) I L-I 5 1 L 1 IR 1L CIO 0 Lai a> am SINOW x r [/�' 1 , 4Y- r i- POR Me. H 1 + + 11E SGIARt i @ q E T • CL svwwm To am ly H RAm. i'+� • I raWp"il. m L 'NM .pp $ To aL,� aaF 0~Q WARY oA11w A aAwAr i TO RAF. i DAM, owoi I ON I L ] B 6 I �11 1 MID O 3 oxL _I R aAOM I /+pp �A-a]owiv/ra•Nwaq � M faNPeG � rW 1 NwAwF 1 'd • A"..I N■M ae (Ip�MpRw1��m a[TAA 1/4'Pp-6aYr IO m y J _ qpM MINI* NgYW�- f/.'V9hr 1f4gI jj� ax AOM■P t '�WW aSaPl IC aW IMEw"'[Nt'L.-� WL NwM00 "+w.w :D MALL MOWf B.Ii 2 6 a1P'ae '^ WALL GT a wm WIT aM C I WALL nim TO O saue 3 /-iMfIi1 tNST. SECTiDM i M >oGAtE SMt YO p $ �U CIO FIATS 3 r %%US 3/I-1' ■ ■ ■ ME AAQYIbwWla IabA106I► TOR yANNIN P L OR r<fit A, l 4 t a(21MAPngy. t a ® iMmN IM®a Imp aM(MP �r�!!l SNS TALI �L1Ia PEADAipll ME a1 wEf 21 .�` .••��. to = •, M/� Lu 8 b LIE{]( �- Q TTA a IpT7pM MTIAR■IE 1N1 E %• NO. 441ST •' FLORIDA BUILDING CODE HYFIIWM Zonl Q AaaK Aa SKY TO SUIT ANY SL4TE OF on*1MA@p we 20 CAGE CALVANRED STEEL SI'aiM PAIR ORION W. = Z MAIL I cA aE paMM IM 4a� PROTECTION PRODUCTS, LLD. Z so". 1/r - 1• VIEW x �M w Ac aM I E \P 0 IM6. bpD 4Im OWL n WUIET PM AI. 1r N1IN■A a aINR Few (m+)r -77M AM (000me- T 20-176 < Hw.: t7wO m-Mr. ti, p■I •MIN P E ,YNOOI amm-■ OWSM fat &,m w w s 1 V SHEET NO. S H 1.2 =mwmma _ - _ - F« MrMu•PF nr & r'• L _ I I 1 -11 _ _ _ I _ 61' I I I __ 1 •' P �1 I.. 17 � � �� F.- - RATfNO' (P.•Y•) (aQ 10 COICI . .".C. -75.3 W OR LESS 2 9/,r BOLTED • 1. 2•. r, fir. 2W s" +9E0. -73.3 »• on LEA 2 7/4, BDUED • . 4• Is 4w =WRRD FROIH}BDTOM OF PLA/EML.S . W IMR AT OVERLAP k 40R NE OF PAL LENGTH iEDGE �DETAL A 13.7 O REV. ANW HEADER SORE 3/9-,' A. SA. OESE7J NAAAN NCHM 9W06 FOR E D. 3 llr N0.rME W M"CANI 0 a�N OF TOI WA BAM PANEL Lamm 1' (NJ FIRESSUIRE RA7IIG 1. TNCOM CALK -IN ►APWLLLA[ FOAL[ G MM6W16 PLUS A , NX&RwE[ ELM to GDAI' IE To comcRm RLOON. A CaNaR11[ m W1n$a 66.0. -753 12' N/A 12' N/A 12• N/A 12' N/A 1• k 2' (TOP) 70' OR LESS it' 3.* to' 3• 5• .• S• 4• I' (BOTTOM) 12• 3' 12' 5' r r r r 1".5. ++ N/A N/A N/A N/A N/A N/A 12 1/r it* 2- (BORON) 71 N/A 6 1/2- N/A 4 1/2• N/A 4 1/2• N/A J' (TOP) 12• N/A 12' N/A 9 1/2' N/A 9 1/2- N/A Y (BOTTOM) 12, N/A 12• N/A 12- N/A 12• N/A 4' (TOP) 12 r 12• 9 1/2• 12• If- 12' 11• 4' (BOTTOM) 9 Lar m To su W. AS.D. Dow F11E37UK MT9IG. am mm M FOR ANCHOR$ "Pt It $INMIO Na mmumOIS INO WOOD FAME GW.DM IMAM mom wmbm AD LEGGED m0E nwn AM Boom a THIS SCHEDULE. FOR Ea um THAN NMOM a mom" MINCE now W$ac N MATPLYtM MM "M ON SCHEDULE YI TE FOLLOWING FACTORS. FOR wOFpWON 10 a F'OADIL MM fi/iOA OBMM USING FACTOR SNALA IIOr W LESS THA I MMAY WRONG ODWO FOR UCH ANCHOR TYPE AT mwma AROM 7198 t/4Y 1 1/4's 1/41I 1/41. tAl'00N OwX-« 0. mom wm w 3 3 3 F ,/3 onsoma LwIW�MF SIN 3 3 3 3 Uae,At•! OrwM YFAV w 3 7 1� 3 1/M 1 some. M Fm Emn won - 3 40 y tD0 - in .O 3 } ODD fAs v + REQUIRES MM D$DICE BETWEEN BOTTOM OF PANEL AD 0 To BC1/r 1/2- YaN.. I 1 ++ MMM W4. DISTANCE SSTWM WMDM OF ►ARE 1 AND ® To BE 3/1r ' 3/19• MPS. COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 /2AW (EFf[CINE w101N}---- 1 r I � S0.IP/0 0. --6 Ile (TYP.)mam i !- (- I 37 • 12 r • �/-10 A ai 9 6 1/4• a k 11 t/Y OC LIES• ,0• r' BAY OR 11LHB$tD) t9p ,.otr `-Eis i r i �II1 91Mc-so ML Y. �) �t •� (7YP.) �D J STORY PANEL �4e� - -- MAIL PANELS MALL a MOVALED AW18 L---239r-.••i FROM LEFT W now W/ I/r LED A EO AT LED SIDE OF FNHEE O "NIL HEADER O -r TRACK (�4 ANGLE CORN STUD 1✓l_ 1 __ up. GACORE L$ RE sORALm RNEL Y.a,E U° B/ HKEI1m EDGE ` •3I PAM • f:0.05' ( I - Ise. .133• 9.270' j ( !9_ rib- /,__� o.S)f5• o.2wo / 7tW' I �07• rats• l/ � _ '� ISO11Ei%C VIEW DETAit�T r-•�aFa OR IL A ROUNDED C M *A Y ENDS OF PANWS END UP W/ NEW" EDGE. I .AMR LOIN- --- .�f .127 3»•- (N.T.S) 37r I r-1-T_ j m"wac 6F�0MwrEL AM-1 AD1 • ] SO 31K� WOLF WASHER ©4 ALUM. ALLOT KEY HOLE AT PANEL 2.124- .str •SIR SHEET 6 Fa ADOOIOW A9r - O ISS, LUUTM IF MEEK $N ID8 1 j•. SLEEVE 2 i �8" r _ ONLY SFA MR I$rAu1QM OM wmIINACfUIEL 2o1G'� t000 a»r pM%• 2. A amp ®. A.730' .TOO• i U HEADER t wN. tO 51 wN. MAX. � L^.2�•.-.� ® AL�jj S Q AM= -3.000' JN e7s� 1L. T 11 R,IM TRACK © PANE 4 H m E� p'� V • ••."j (USE ONLY F'OR_E Z HAND STORM PANEL .1-w •.279' Aui"'1r_ �:'• 110EN'•''• SYSTEM) 6063-TO KW, ALLOY AS EXISTING Pmm OONCKH, I SlEm 9 THOUGH to) OR CONCRETE BLOCK REOLRM, .,I.i -ALTERATE LEG AN. mom MOUI E DET 3) coNGETE ANpO1tS (�E snEDLAE ow OR SLAB SEEM 9 Ttwoufam ,0) ) � $r a aL UAL w IN O.C. � oiY•j SCHEDULE GLASS t SL 9tus�Qj CONCRETE ANON SHEENS 0 7NREO EEN To- 1 O f 1 SOMMILAPE W &ELT 3) ' t/+Y- '� f_g, PANEL LENGTH (SEE SCHEDULE ON r ( OF MAN. , ,SPACER 1 ' j V ----`-'---� �- - IDGM or IY-3E,t' U I !.1 CONCRETE pum ANCHORS (SEE scHEGnE a SEE75 9 THROUGH 10 q) 2 I/6' LONG MW MA NN N SPACES Y 9 t 4' O.C. VA D FOR • POLAD) CONCRETE H•ED. BLOCK DOSING OLED NCRETE CO P i LFI�iGTSPER SHEET DESIGN PAINT REQtNRF on CONCRETE BU' t' A,AX. LONG XXVM M SPACERS Y 12 1/r O.C. (SEE TARE %1 ON SHEETS 9 At 10.) SCALE 3/S_I- INSTALLATION DETAILS FOR SERIES 2000 & 1000 INTO EXISTING WOOD STRUCTURES 1/4•6 LAC ICND&9 9 r E-2 WANT STORM PANEL n /IY LAO tC1EWf • C O.C. W/ riparilmmoN 7D'E�k$TNO WOOmkL t'I"DA�FIVODI. ( fRa 2'NC WOOD � WOUPO V,Y l40 9OEM'S 9 Jr Ot,NET wI t/T' Mn TIIREIMD PENETRATION 70 EDIT" wm HEADER. ! 64nt /14r1' S31S ON EM WA PENETRATION 10 ONtM16 1000 HF/OER. OMM WOOD OD,y�YETI/-Ex'sOtya/�4'• K& 6 a ® / ` WKT 1• Y'0.CNAC 4 Ca,4. {{ ( SEE DELL 1/N ! _- _1_ , IY-NA'3�/ 7�/ai• 40 Z.IRO &CtEW6 • S• aG w/ 10'ciall O WOW VOIDER. /,Mt- SAL& • EA ENO OF ID MC11E IA�) I f3EE ORAA 1/N ! a/,r Aim. POP AN" • •t OF �T ROHRW9 I • 4 C-L Etbr OF 9 EA ETD or � T_ \ (. 1 1 1 t ,oLL;%8L N k 1 i I "Am ",am am REWN® (. x 9 tr nn -�,•.�xx�W33//t. II - 9/Ir Y4l 1 "{Y_xW,4. TO GLASS 1 7M/Aa. Rl 7/lB4S'YCy-�EWftV,4• MEMO TO GLASS „,M W/7/r4.a/32' IN 1 �"n3 9 fN, tY aG 1 N-r x T/6• Mn y 1 R 9 LKRr aVonv s - _. __ �/I.E�Y-xo /1• - To GLASS. 1 1'4-xAa/•• tl 10 dM166. � flRIF/ OIERLIIP }y ? EVERY OV7Ap 6WW�� N ri e 1 , 4�Ti•:EO,,//Iu• NL9. W � � 3 � �� " A I I , K -� Cl COTE fA 6DOW) \ 7/6�TMEADED IEEIRATON9 II 1/r D.C. ONA. �i -' ,/IWxd314' MSS I W/tOV T/a'a313Y,. -LaI, T r o.c w ) p' (xRIME"• 9 ,N a 7 '~ ''�iRl1/ ,. R t 1- 1EOaRt3+E114Ri(M- EtOR7 M O PLATE AT 9Q$S O1 14-,0 FNXLW E PUNS W/ poam"m FAT OR ON I 4' r10FE It, iLOw) L1 6 ,,[,_ , ,/6•K1fax• rwP Our ,r oc. 7 AN, 9 1 9 (�t000 WOW PNrtMRfOURm rW FAR 1/W tA4 501"$ 9 IF aC. W/ 1 f/x' Mn. R6EAOm PUE7RATrOR ` CaNL 1/4Y UAL SOM 4 6' Lp oO(2 �,/x' Mn. TFREAOfD RENETMTION 00wION OF, PLAE TAT a a maE 1463T In" "W�� ALTERNATIVE Z SCALE 1/4--1- �' FEOUWM FIAT FLAT a aw ON ALTERNATIVE 1 SCALE 1/r-1' l \ FLOOR TO xas 1. NSTALgONS ARE ONLY VALID FOR RADOM WITH AAA. DLSGN LOGS v to +QED. -7s3 PW AG MNELY LEOTN Lp To a-,r. WAMM4N Isfirf a Ep r / ENE 3„W srxE , ALTEEDIATNE 4"W SCALE 1/4•-1- 2. FOR FEW WOW FRAME CONSTRUCTION, WOOD MEMBERS TO K SOUTHERN PVE N .. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Ng AI � 'VCENfF ' ✓� /4'-1- N0. 4 FLORIDA BUILDING CODE h Y91 Hu one Zone SEE AEC RFAIIKLEN,S f011 a MII ® A 70P M Rll A6 PANEL C0,4•fi110N W TRIO$U®g - * � ' * .MmD n,9m INC. 20 GAGE GALVANIZED STEEL STOW PANEL n. OwFN R. ORNFA 9OTTOM EM4[0 ON TOW a HIND M6TWNMION HYPE ON &IEEE 2S w rl"' R[ IRO HIND DA _ GLOBAL�. PROTECTIaII PRODUCTS, TLC. N/Mn$• •P,�••..0 . IL E C O ENO. 4QM $w a1 81AFET TOP ! BOTTOM MW" M CAN N CO/WW IN AN YFSS d6 4Nk JON E / N•.3P R r WHAT A ONAL FL Mac BO-734 ral 20-176 NMr.: PION Yt-TINS. Ia.O1I MNtl+ (QN)NE-7QN. FNt: (WpQF-QN7 WAY 10 SIT ANY 04TVNM M A•ANI 4NOT a . K ORPWO 4, NOTE : w4NTlm TAAOSlook LHDYIN fQR 4A01T ►L AA/W"4PyRL/p"E OPLT6RA' y., P.00 ON 0• A PIANO MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) B MAX$" ASA PREP RATING (PAD (+ « -) CONCRETE k wm wSpumoms t L9 M Tao rr-o• r:•-o• tae rt'-o• rt-e• 3a0 F11-e' to'-e' no Ia-IO• r0=a' 4" ro•-F• r-e 410 e'-s• s'-.• Sao s•-I' 8-4 . aaa 9•-r 91-01 a" r-r r-r 9s0 r-r r-4• me r-9• r-Ir 754 r-r r-w• Sao r-t• r-r 9so r-o' r-61 saa r-a• 6•-2• Rao e•-o• r-o• 100E r-4• r-tr• Yalmo e•a• !'-r Irao rrso - r-r END WITH TRACKS r3]. M. a t A ag mRECT. It0lNfTEo AT EACH E e MAXIMUM PANEL LENGTH 'L+' OR -L-' (ft.) 0 IWLtOMLM "D. PRESSUNNE MTM (P. J.) (+L,- CONCRETE k WOW NBTAU1O119 f J&D 7r-N• r.1'-0• tAa tr-ro• 3OO 1111-4• ro-r J" M-Fo• e'-r 4a0 91-11 e1-2' 4" r- 1, r-r A" r-7• e'-r la:o s'-r 11-9' =a d'-0• r-r no 7'-e r-1. mo r-s• s•-n• 7S0 7-t• eao 7'-0• 9' f• OLD 7-0' s'-J• Sao r-e' r-r• no r-7• a'-Fo• tomo IF-3' d'-r t" a-r a•-41 Itoo - 5-1 11 11 - 4- flag 4•-8, MAXMN PVNELGTH MINIMUM M SEPARATION 10 GLASS SCHImUE mh WIND SEED 4 1».A WIND D SPEED > 1M40 On) U1916TAAILD MSSIRAWIED Ie1RE51MAED R6TRAIEO 30 OR LESS I. 1. s• 6 t/4' >.w To 90 ,• ,• 7 t/r 7 I/r >90 To 116 r t' 7 1/r 7 1/2' >10 TO ,' t• - 7 I/2• HA4,RAl /A-\ AYYw /YIAlY 4AA1N WTINA M+nunlTlAu TOP BOTTOM DOW MOUNT h. HEADER v HEADER tamm ^ ANTE F' THVnL �AIa"`�"E W TOM N%6YR$f Dow mow 4r 32• 3r 1. 9S^ W w 4 fS'Xt.S' STUD ANGLE 1. 32• 3r 32- 4r 3r 38' S -r Tamom: SS' 1. 3r 4r 67 w w f 50 9 32' 3r W 5r w t agm so �• s2 Sr W sr sr D.M.,(5). ®QY tF 2/4 1/4. 3/4, 4/5, S S ! 5/5 1 W/6, 2W/6, 3W h 4W/7 r MMAK moon (SIR SOEDIAE ON r MAX S swEr 9, t0 k11) t' MIN. o o 71-1-r r1-1-r-rT- T'r-rT r r'T-Z-r-ri-T-r-i-T INOLTED (SEE SECTIONS AS 1s. us.. emy W1 �0 k I� o - __a - - e - - - - -- - VAX MIN. 2/4 1/4, 3/4, 4/5, 5/5 & 8/5 3' MGM. 1W/8, 2W/6, 3W/7 3 4W/7 ---- ANCFIORS (SEE SCHEDULE aN s1EErs 0. 10 !„)- REGULAR STORM PANEL CCU ELEVATION 2.Wr N.T.S. it.. CM (AYH amw -t_ MCIE UWIm SECTION A -A 'I WITS. W PWCWM TO DETERMINE WM" /AFL LEORE GFEN A PDI"K AID. DECO LOAD, DEEWAC MAXIMUM PANEL LDOM W FROM SCHDUL OMEN A MARINE A$A OD81GR LOAD. DETERL9rE MAXIMUM PMa LENGTH %--' FROM BOEORL FINAL IATMARM KI.OIWRE PIINl1 1E41N $ E1RIM TO 11E IB m DEmu m ma LOOM KT*M IW AND t-•. (3) TEE 90EDUE BELOW FOR MN. PANEL LEARN FOR PMM,, aPUF1000R 1 t WWUA M INTO WOW ME LMSEO TO t 06 I.P.t. MAIL ASD. OEM PWaM RATING I 44167 : ' a0m01E160 24 GAGE GALVANW STEEL STOW PANEL * TE OF " A•It� IT L I E O IRA O. PROTEMON PRODUC Ur- o RID '�� I •7e7 4m SA. al wow, OM/L R 33111 Aa T1� .. 3IA WAwM Mr�t R MIFF 20-175 ow3 ora A Tuff VPL INSTALLATION DETAILS FOR REGULAR PANEL �j INTO WOOD STRUCTURES WQDD AIO•FORS ('-- 'ICHEOIA.E oN 3 ; (SEE TOE 3) ; /'� . ON SHEET N fNERL� / _ T-� _ SHEET 11) � i• YEN. WOODLETNODENC ANCHORS t` Y `. I 1 , PEEL HEDL REDUWEO f �, (SEE SCHEDULE ON j l I Aam SHEETFOR -� ,yI 1/4' SEED 11) 1 1 SPACIr 16 LENGTH MAIL WOOD HEACFJL ED. /• MAX LOW &LMAN SPACERS Y 12 1/r O.C. (SEE TABLE 01 ON SIM 114 SEE NOTE BELOW FORLIMITATIONS FOR 1 1 •l• f `) � SEPM 110N ; 1• ; MAX � 11 1/2'LONG SLEM . ro GAL. LENGTH 1 PAIR LENGTH ; I SEE (SEE4GNEDMLE 9GEouLE L I 1 O1 SHEET J) I iSEE mfE,01LE I ' ON SLEET 3) .._PAIYl COTE FEAALE D OR PANEL MATE 1 1 ON SHEET 3) ;.----_,/.•-_- -1-- PLUS (SEE SCHEDULE ON SHEET 11) 1 IY•-mr - ; v IL P� MAP I - 1f- 1 1 uLEHt 6IwI 7-h - EING--; TO OLAL- i ! PULTE RECURRED1 ..( aAL D*rt 3) ; 1 Mrs= MOUNT W/ SPACER * I ALTERNATIVE 2Ml' � ; • . .- .1 D.C. Y • 12 1/2' O.C. 1 - SEE :Z /1 ON SHEET 11 FOR MAX. PANEL LENGTHS k ' OF - I WX. A3.0 DESIGN LOADS FOR THIS INSTALLATION. 1 ED �t[,_ _ 1 1 0 12 1/2' O.C. L- 1 1 WOOD ANCHOM (SIDE W/ OWN MWam M Wr a 111sr LOW 4*. sm 1,) (,) WBOUA= $ A$m 10 A OE NORY e1MOMi WON Ir-0• 4 ` 2'N4' WOOD _ . ` I * ' I ; I NO MM Roar: (N$ B A MMI:VWn rRIL1 ANY NWs9LQ 16EM ORREERT 9C101M a MOOT 1t} PLATE � O STUD I- IEEE AaAWWGN TO YM NOC"m ' 1 I .,�. ,�D (P5 A11CI10R 4oI$ tMG g91IFOt9MN M OAtMa Wa[ FBMIE $ a a 61RDIT S MAY tE IIm11Cm t0 1 1• K I TE REQUIRED (SIDE SCHEDULE ON LOAD a M RNOmM AE ---' , i-- IWEL YME NUa) !SILL m EMIOeD MOAN A W EIr aC. odwso M Pam Is 1/r PLC $$ONO ALLs cow'IY um tl VAR a 9i (1) W1MM Am o 7 PR I^ wm9 a +90. -M W. (1) W L 24 DIME WAL UIMN a MM19 to N• a AM mum OI1WGm MINI LAW TAINT LYGWY am= a P'� umm $ �amWW Do n'�'� WALL MOUNi1NG ECT WOW YLm in M Ly�v� LAAy �M�LW� (N t ,R' L91$ >r1AiR L0I9.OHIBR IRA 7NWL K N WYORm a apEyyp(py�{ I3) SNOWY FUEL &$tAMAlor $ ONLY MONLY ALTERNATIVE i W SSD AN 10$1&O WOW WARM WALL srxE 3/6-1 • YaT E MswIA$r OF , 1 LOIN =MO M a9 4HM9r0lOIIOY$ AM9 M 7IN9 CAR Immo or we RAN IL SCAE 7/s-I• (4) MAN AMN WED 00 NOR WIG PASO WOE 2001.1a 3Pa AM ,9M-0E Ep 0. Tel 12=5: a4 JCEN '• �� FLORIDA BUILDING CODE on h WN00 NMrrIcoT19 Zon9 NOTE FOR COISSNiIL710N of SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. •• MOO nwA ANC. rA. No. 44167 `: 24 GAGE OALVANREO STEEL STORY PANEL DESIGN PRESSURE RATING (p.s.t) AND PANEL LENGTHS oAw W. *: TOP & BOTTOM MOUNT8G5 CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) �I•. STATE ECO GLOBAL PROTECTION PRODUCTSI LLC. BBE INC. INSTALLATION. .'r�OR1D B4=LW.IN gala MRLA R =14 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD U'!aP NA1 ANw R,3. •AeIM rNA 20-17S MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S%•••••. •t+-= HAM wwI Ptne OMN)MMMVOW rm 00.)N*.4m pEN18ITY OF 0.55 OR EQUAL "a` HAA&w s WETm A TUN"-PL Mar 9 O M GENERAL NOTES A1un 9M •r •.t fY�Y ! N•1 NIIb f1OW lam. ((,`) ram• w000 aB1. SEAM GOIJAM. G . a1 S YN-,: ,. 5fORM PANEL SHHOWW ON t1SS PTNOOLICT EYALIATON DOCUMENT (P.EDJ HAS BEEN VERIFIED FOR N ACCORDANCE - 1/4'0 TMOON NIp10R5. A... W I.T.W. BLIILDEX, HNC WANT THE 20" (7M EDOION) OF THE FLORIDA &ALONG CODE. THIS STOWI PANEL 94ALL Nor BE INSTALLED AT WON - /14-10 PALM RATE FEMALE N AND PMUWTE PLUS ANCHORS* AS WAVACTNIED BY ELCO CONS ALICTION PRODUCTS. VELOCITY HUFFRCAAE ZONES (MMMI-OWE / BROACH CO NI ES} - 1/4.0 LAC SCREWS PER N.D.S. OESIGH WIND LOADS SHALL BE DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16Y N 5/r WOOD BUSMDG. AS DSTWBU(EG BY ALL PORK SCREW. BOLT Is SPECIALTY DD. SPEED AS ROARED BY THE JURISDICTION WHERE STOMA PANEL WILL K INSTALLED. NO FOR A DIETTON4LRY FACTOR KD-0.65, (SING ASIDE 7-16 NO 94AU NO DXCEW THE MAXIMUM (ASD.) DOW PRESSURE RATINGS IDOIATM ON SHEETS CA) We" DVWMM PENETRATION INTO WOOD OF UPCON AN04M SHALL BE 1 1/2' AND 2' FOR E.0) PANELWtE PLUS 3. 0 TMWI 12 ! 17. It NO PANELL99E FEMALE D. IN O10ER TO VERIFY THE ABOVE COEDI M ULTwn DESIGN WIND LOAD$ DETERMINED PER ASCE 7-19 SCOWL BE FIRST REDUCED TO A.S.C. DESIGN P RATING BY MULTIPLYING THEM BY 0.8 N ORDER TO COMPARE THESE W/ MAX (AS.D.) c.2) MIMUIN THREADED PDCMIM of LAC SCREW. INTO THE WOOD FRAME UNIT STALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS NEIGHED ON SHEETS 3. 9 THRU 12 At 17. 1& PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART Or THE REQUIRED TMRFMED PENETRATION. IN ON" TO VERIFY TINS AN04M ON THIS P.LO. AS TESTED WERE NO OVER STRAINED, A 335 INCREASE N A11,ONAB E STRESS MR WIND LOWS WAS 12111 USED IN THEW ANALYSIS. FASTENERS SPACED TO WOOD HAS BEEN DETERm" N C.3) WARM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SNARL BE AS INDICATED IN THIS DMWMk ACCORDANCE WRH N.D.S. 2078. STORM PANELS ADEQUACY FOR &PACT MID MO RESISTANCE HAS BEEN VERIED IN ACCORDANCE WITH SECTION 1600.1.2 OF CA) UNARM PENETRATOR OF WOW WSING SMALL BE 5/3'. 1/4' 0-20 SOW" USED SHALL BE 1 1/2• LONG MINIMUM HE TABOVE MENTIONED CODE AS PER AMERK3W TEST LAB OF SOUTH FLORIDAE A PORTS OW4.01-M NO J0219.02-09, AS SHOULD STUCCO EXIST, AM I• MINIMUMFOR WALLS WITH NO STUCCO. PER SSM 12-99 k ASTM E 330-02 STANWRDS. AND AMERIGAN TESTING LAB SOUTH FLORIDA REPORT #I t23.01-10 AS PER TAS-20 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.S) INCASE THAT PRET.tST STONE OR PRECAST CONCRETE PAELS, STUCCO OR W000 BOARDS BE FOUND ON 1,E EXe57MHG FLORIDA SLOWING CODE. WALL ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAN STRUCTURE ODW SUCH PANELS. ANCHORAGE SHAH BE AS MENTIONED IN CA). C.2) k C.4) L ALL ALUMNUM EKIMMM To 0E N16.T-» ALLOY AND TEMPER. (UNLESS 001CR NSE NOTED). SEE SHEET 2 (D) µ04M SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMWUFACMER. 3. ALL ALUMINUM SHEET META USED AT CLOSURES SHAIt INVE 3105-NN4 ALLOY. S. PANELS WY ALSO BE INSTALLED HOMOWAELY FOLLOWING NSTMIAT04 DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHRILL HAW STRUCTURAL OL04M STEEL. ASYM A-85J GRADE 80 MNMN, G-M GALVANIZED THWOI)(N 5) EXCEPT THAT HEWERS('& A (D SHIN. NOT BE USED. STEEL OXSIOATIOI W/FY- 222 MY (AFTER ROLLED). S. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIAITTER 5 TO BE 5. ALL SCREWS TO BE STAINLESS STEEL M4 OR 316 MS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN A t0 N/S11RE PROPER NkC/ORAGE.. 1F SIWTTER SHALL ONLY 8E ATTACHED TO CONCRETE. BL00( OR W000 iRMIE BUADNM 30018 W/ 50 M YIELD STRENGTH AND 90 OEu TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 10. EACH REGULAR STORM PAE1 WITH LENGTHS OVER 90•. AS PER SECTIONS 1, 2. 4. S, 6 AND ALTII6MTM5 tw, 3W k 4W ON OR LEGIBLE AND READILY VISIBLE MAMM PfftRwwOWNERLEANT TO YREtEOR£EMEMAWMNG 6, BOLTS TO BE ASIM A-307 GALVANIZED STEEL, ORAIR 304 SERIES STAINLESS STEEL 1WIH 35 WMINIMUM Yap SIRENOM. SECURE PANELS WITH APPLICABLE PERSON OF HURRICANE WMNINC 7. ANCHORS TO WALL SHALL BE AS FOLLOWS II. THE OWALIATION CONIR1CTOR IS TO SELL/CALK ALL SHUTTER COMPONENT EDGES WHICH RDAAN N CONTINUOUS CONTACT WITH THE BULDM ro PREVENT WlBf/RAM NTRU9ON. (A)ro EccrNc POURED CONtlATE: - 1/4'0 TAPCON AN04M AS MYNFACIURED BY LT.W. BUILOM INC. (Yin. r4-3192 PAC.) 12. STOIwH PANEL OWALUTW SHALL COMPLY WITH SPECS INDICATED N THIS DRAW C PLUS MY BINDING AND ZONING REGULATIONS - 1/4' 0 N 7/a' CALX-IN ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO. - 1/4'& N 3SOLID-SET ANCIgRS. AS OISTIiMUFEO BY ALL POINT SCREW. 80LT k SPECIALTY CO. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THISENWECR $ GENERIC AND DOES NOT PROVIDE INFORMATION %/4-10 (MA. P00 ANEL pa.l.) PMEUNIE FEMALE D k PANEAATE PLUS ANCHORS. AS MANUFACTURED) BY ELCO p)KSTRUC110N PTODlICfS. FOR A SHE SPECIFIC PNDUECT; Lim, . WTHE SITE CONDITIONS MWIE FROM THE P.E.D. - 1/4-0 ZMAC MILRI ANCHORS• AS NAMN'ACTUAm BY DEMALT. INC. (b) CONTRACTOR TO BE NW-MIR.E FOR THE SELECTION. PUOOIAM AND RMALLATON 1'MCLL LIFE SAM OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TMCON ANCORS INTO PMM CONCRETE SHALL SS 1 3/4': 2' FOR aCO PANEUAIE AND BASED ON THIS P.E.D. PROVIDED W/SE DOES NOT WYNATE FROM THE CONDITIONS DETAILED ON THIS Doa ENT. SAFETY AT SITE IS THE CONTR CTOWS NESPONSIOU Y. I 3/4' FOR 2AMK ILALI.tI ANCHORS.CONSTRUCTION (E) THIS PRODUCT EVALUATION DOCIAENT WILL BE CONSIDERED INVAUD E MODIFIED. A2) CALK -IN k SOLD -SET ANCHORS $HALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO ST11GC0 SMALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LOG MINIMUM SHOULD STUCCO EXST. (d) SITE SPECIFIC PRO,ECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE AND 1' MNMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, V49WO OF RECORD (E.OtL) FOR TE PACAV MID WNp WILL K RESPONSIBLE FOR THE CI BUT WITH WIND NUTS, PROPEL tlSi NF THE P. = OF R 40, ACTNG AS A OE.EGATED DOG94M TO THE P.E.D. ENCOMEM SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OR WNGS FOR RENEW. A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOW BOARDS R FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL SS LOG ENOUGH TO REACH THE MAIN SFn1CTR¢ BEHIND SLOTH PANLS. (4l THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE O THE PROFESSIONAL ANCHORAGE SHALL 8E AS MENTIONED IN Al) AND IN O2). ENGINEER OF RECORD THAT PIEPARFD R. (a) To EAasnmG eomDIOETE eIDDIL COAL ASTY C-90 14. SHUTTER ►MNWACIUIER'S LABEL SHALL K LOCATED ON A READILY VOW LOCATION AT STORY - 1/4' • TIPCON ANCIIDRS AS MARUFACfURE6 BY 1. T. W. RRLDOO. ILK. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.92 OF FLORIDA BUILDING CODE. ONE LABEL KRIDGED EVERT' OPENING. IABELIN9 TO COMPLY WITH SECTION17.9.3 OF THE - 1/4• e A 7/r CALM-N ANCHM AS MANUFACTURED BY DEWALT. INC. FLORI PLO1110A &ALONG CODE. OD - 1/4Y X 3/4• SOLE -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO. - /14-10 PME.WATE FEAAE D AND PANELMATE PLUS ANCHORS.AS MANUFACTURED BY CO MISIAUGTION - 1/4' 0 7ANAC NALAN AK'HOIK. AS YMNFACTNED BY DEWALT. INC 8.1) MINIMUM E1KM*M OF CON ANCHORS. M O PANNEAIAES AND ZAINTO MALIN AKHOR, THE 'JCEN}j'''V' TAP FLORIDA BUILDING CODE Non No VetwocityNltrrlGone Zorw BLOCK UNIT SHALL BE 1 1/4'. 9.2) CALK-N ! SOLO -SET ANCHORS SMALL BE EMBEDDED 7/6. INTO THE CONCRETE BLOCK UNIT. NO POM44 7 ' •ARM nnoo. Fc 24 GAGE GALVANIZED STEEL STOW PANEL DIM •en STUCCO SHALL BE PERaOIED. 1/4. /-20 SCREWS USED SHALL BE 1 1/2- LOG WWMLM SHOULD COST. * 0/ N/n� AND 1' MNIWN FOR WALLS WITH NO STUCCO. STATE �••• - /� IL E C O INS. ppFVFyy PROTECTION PRODUCTS. LLC. 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. S UOCO OR WOOD 00Ni05 BE '2UR1 / --' -•- AW r W.+ AAA- A am Re. III xnw CAW. FL =14 20- 175 EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SIRUCIPREin BETOb sECHR ssi; •. ANCIDRAGE 51W.L Fs: A3 MENTIONED N &1) AND IN B.2). "_:f.� SV•" rr+, irN -LINT m-NN . nWNG pNl&N-Y640. AM (&MMN•OA1 o ONNTIA Pl gpOE WM.R710A11y. PL FLORIDA IN ' t'R • B@t 1 PF is INSTALLATION DETAILS FOR REGULAR PANEL M INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES R10 OR CONCRETE BLOCK CONCRETE BLOpl00NCiR1[ REWMED. CONCRETE AN"" REOUIIEO. CONCRETE ANC110R5 EXISTING POLAND SIR SHEETS 9 THROUGH10) ,.--L 7 1 SSCHEDULE ON BELTS 9 TH m SCHENJILE ON,ol .4 P , 1 CONCRETE Olt CONCRETE sUm, , 4:-MItM qa 1/2• 1/4• 1/2' 1 .1/4• *400 6 I w DL ..._RMAX..-----; CONCEDE ALE ON (SE SHE SCHEDULE TIRO G E SORTS 9 TtR0001 10 1 j , 1 1 1 i 1 I /aY 3lA V/Y 2a,' Ey' I M CILASS, _-- / I QE NNt 4 11 tMO"o,1 Rli al WF6 1 ; j �• - o�N � , tBOR 1Aa T!) PANEL LENGTH I (SEE SC EOULE i IYMIN am T.n j (FEE SCHEDULE I 1 V Mai, INTO pA95. i 1' M. CONCRETE ANCORS_ l_._... ._-_- - - _-)-- ON SHEET J) EON SHEET J) ' PAVEL LENGTHDULE � ON SCHEDULE ; �9CYED'�L3A)£ (SEE sc,EDLILE ON (- ._- -d'" T f I- ��k_- -.- $- SE SCHEBMW 3)SW 3) OR sH7 / 1 S 4 9 1FM000N 1 1 1B 1 1�1p �1 1 f Of V GtI64-11 H 1 ' al$5--i I ( MAX. I Sd1t --1 1 I 1 ED. L1,. s1-mH�w 90.W f ; OF V I4 1 1 !1 r 9 4 ,/r aC , j ED. i ! I i I 1 r ' Aa ,aE wMc9�E i e°Aioac i 1 T/r ac A,1. THIN trU i CONCEDE ANCHORS_am V) 1 sm. a THRMW 10) ---1• MNV S 11ONLYH-IM WIEAMIB®�01101EQ LEES LOCATOR CAU AM USE T5 A'I/p1014 M'R FOR COICREIE BLOCK ALTERNATE COHERET�_ POURED CONCRETE CgIC IE MIeNOa ARE USED. REOURM• MOORS CONCRETE BLOCK REQUIRED. 9O09LTE0 W/ STUD SCHEDULE WWIEETS 99 TIROUGNm SCHEDULEON SHEETS10)SHEETSOUGH S 9 THRCH 10) SCiALE 3/B-1 M= SCALE J/s-t' SCALE J/MI' DER a."t1c�r CENS''. FLORIDA BUILDING CODE NSA fth Viticalty NuTTNOono Iona . 44167 E°MD 17°0' A` 24 GAGE OALVANREO STEEL STOW PANEL ONO on NOTE FOR C01MY4A1N)N OF SECTIONS. ED. EDGE DISTANCE •q STATE IL e.GLOBAL PROTECTION PR001N M LLC. 4+Ms (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE 9' 4FW aE M anal SHEETS 9 k 10) CON&NEDD IN ANY WAY TO SUIT ANY ���: �ORID*�. r1,ac mom ����M, 20-175 RWALLATION.fYW /Q,iUwaliAlaADW[ CA•000N,M 9NWI4W NN K/m A OILS 1r- PL >IM 1 W n INSTALLATION DETAILS FOR REGULAR PANEL In TO WOOD mcAG» TERNATE 'ED CAB,AM KAM (Min.).) Dorm y / BE OF OwowEIDSf9G w0% KAtTX AM AM TO BE NR BEREGISTERED ENGINEER J I ARCINTECT PMM to SHLRTER �7 INVALLATNON. WOOD ANCHORS SEE SCHEDULE ON ALTERNATE WOOD (SEE SCEDULE ON D ,.� I 41t• 11O TART HUan ED SHEET 1,) SHEET 11) \ t I f n' u 4 1/4- MAX. WOOD HEA011Z - -� ----_i __��(�( 8 1 1KOLMIEO 1 .Yao,• $/MSS-1 WINO ANCHORS SCHEDULE ON %12Nn,. Tw,H O S�EEt tt) J � 1 I 1 ou miftr 1 ON SHEET 3) .L _ _ w I F Mn L . SEPARATION TO O_ ; '^' - ISEE SOMMU E ON SHEET ,/aY-m,• V FWc. 1 1 RBWRN 7oGR �') -0 L--, PANEL IFAGTH (SSE SGEOIIE 1 -_ IPANEL LENGTH 1 -WWGRASS 1 LOYM OIL t-r) ON SAW J) ( f ON sHm 3) 1 -} f- , 1 i sills or V 1 or 1• ! . 1 MAIL MULL Y 12 1/2- O.C. FN�; /'Wd.LOMA9S r j 1/sY-mN• �k�116 Rua San • Q 1/r na � y1n DECK• 2'14• WOODO REQ"'� f ' ,I taHGNDRS _ I SCHEDULE as !` 1 ( R_-'- 3/4• -". Y •. 11) 1180;DIAE 2' MIN:.--- CMUG��A�NND�DIN AAAfM��L��ORVOAA��R WWMyMOyNUNTING _ HM RN IVE B3 E R A. T/�r NOTE FOR COMBINATION of ACTIONS: N D. 4416T '; * : FLORIDA BUILDING CODE Non h NuNYIaen9 Zom 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.0. TOP k BOTTOM MOUNTINGS CAN BE DES" PRESSURE RATNG ( 1TLf) AND PANEL LENGTHS �''•. STATEOF ` Ittu:aRc 24 CAGE OALYANRED STEEL STOW PANEL F.A. W COMBINED IN ANY WAY TO SLIT ANY AS PER SCHEDULES ON SHEET 3 ,I� �•C' INSTALLATION. 2. FOR NEV WOOD FRAW CONSTRUCTION: WOOD MEMBERS TO BE SOUTIEWI PINE No 2. W/ SPECIFIC !tC0 /�AIAL E T I IL E CO... - PROTECTION PRODUCTS. LL.Ci. Mllo &A. III low aRA/Mw DOE; DOS" OF 0.55 OR EQUAL AANaaa}HA Aa w r awA Wl�la l M,w Fr: W+-WM. ti.OAM AH-'MI, BANE. n 3D14 now BN)MQ-wNa RM (OQMM-CAN 20-175 IWIAwNE RA PL aw4ime WWE/YA[ ALA RLlwW li PL Y s MIIMI 7 w to ^W W CO > 0� N U N �- � O C .� Cu U -a � C ai a CU 0 c C O =. C O LL- O > .� -p cp Lo- Q. CCUE 4'^ �. a z z W J Cn ^�''� W _( ♦^ Cu O Cn U CCu O BFFF� V��/� Cn CIO Lu Q Z Z Q J a SHEET NO. SH 1.3. roum Co1H IOL CD BLOCK WOON 2w WOOD CASE A (PUN) SCALE 1/4".1- Isx (MOL PANEL OVERLAP o► 6Kiiii) x . LO. WTANCE CASE E (PLAN) SCALE 1/4•.1• Orr1 I O A!T OR •1 4 dC rEa Mmweo FROM:. 11, A9r s,a N-,4 AWE Ie s MUM. 1 2 1n' IAP00N • 13�s A + 7/4' Mh ,. POwm 1 I ,/4•..,]/4',AAC6M 21n' rw HOOD FRAME 1 �-4 OR® NiDNDa • ,: DE1 NNv Awn REaIMIm 11 r IEPRMTE ilp l.0oW10M IAslpEg 1 r . r . 9paya W r Ma fII< L <u3 is i AU L NIaE ON -'"_1 Me SiLALNO SHEET I"aum 02031m -_. i �-. I --HMO. Na7AL MATH. AMr PIAE SLOL'K ON 2%4• WOOD FRAIE J 1 I (M1pJ 6EaLMIM r s• -! L t 4 1/4' . •04 - e 3 Wr • 1Y O.0 S I�-HITS aR 95Ea-n MIDf R/,Imw" C-L Ahm ACRE CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SALE 1/4•-1• SCALE 1/e-I" SCALE I/4•-i" 1� E 'Too rw°kILIP"SE� 1 a Q J9 OR °5L'°EtE wa�o l �� o�P N6wrra a PMrAM i Pew (3q ,E ENSIGN ,Mla¢a 1 1 © ® N rie WOOD OILS a oFo•e 9CIESIRE to AFflL 9. rgrE r ra rrwrt KA«Am i AsE ,o t „) 1� M'0f- 1 1 � •© OR® wort Mro,oRm PRaa • p HIM Am PUNaEs ►MIMLEL To 1 mu 04 m OT Be MOIL) S--}-'--- -� "-" "n m u wn'a�T ASC E G (PLAN) ' �1�•a A: Tl SCALE I/4 .t- OC i r •� u a 3 ; ' ' �GEN / VAUD FOR DOW MOUNT INSTALLATION ONLY t �. S(C'••; 7' CERTIFIED PANEL D6TMlATON AT WALLS w/ AMI- aaiR7 SUWAM LEVEL W M706 wrnw 3/4" CASE F (PLAN) SCALE 1/0-11 (VALJD ONLY FOR PANELQ)MSTALLATONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 k 7) MAX AbA. PRESSURE tp ar.) MAXIM ANCHORS SPICING FOR E.O. - AS WORM ON SHEETS 6 t 7 NIMBLE AM' OF ,HEN MAXIMDESGN pma H CHI.) TAPCON L O 11 PANEUMTE 1FEMALEt FEMALE D PAIFS►NTE IUIS ,�O Ir it Ir it 13' it t+Dm S•-r 13• Ir13' 13' ,r tr pOri011) s ,/r 6 tn' s tn• a ,n' 6 1/2 (Tap) - - 6 Ile 12 ,/r a ,/4• 0011T.) Ir r e w - clam IE�ss r r r r - 3r 6toTroG lr 1r 13' Ir tr VO►) 45 LESS 13" 13• 13• ,r 13' 13• W 6 , r (Wry 13, 1r 13' N• r Ir DDnCMG 6 t/!• 6 1/2- 6 1/2• a ln" a 1/2• POP) e 1/4• 12 1/2• A Ile (60R.•) > r To W-e 4 1/2• A- 4 1/r 6 in• - top) 4 i/2' 4 ,n' r r - SIP tttataG tIt 'Ir +r r 4• (top) Ir Ir 13* Ir • SEE TABLE !I FOR MAX. A.S.D. DESIGN LOADS t MA)L PANEL LEIVC714S WHEN SPACER b USED• OORRESPONIOND ONLY TO ALTERNMTE 2W ON SHEET 6 1/4•0 T ANCHOR CONCRETE :CI LO f&QUIREC. 1/4-0 PANEImME ANCHOR • 12 IA MAX. A.S.O. OEM PRESSURERATM AIM" MICNORS SPACING FOR EA AS SHOWN ON SHEETS 6 t 7 APPL•E•I'6lE To ALIVINKM t AIK OF THEY � lEIH (ItLO•) TAPCON LAO SCREW PANELMATE PDAALE ID PLUS TE HOOD BU9WI6 tr Ir Ir Ir IF 13,q• Ir 1r r ,w maROM) 61/2• 6Ile 6 1/2, 61/2• 6Ile zw OOP) V-w - - 6 ICI" 12 1/2' 6 1/4• MIT.*) T 71/OR r r e• - clap) Los 7 I- r e• 6• - 31V Wa11aII) Ir ,r 13' 1r 13• POP) 4mmw ToP+48-45 75. -75 Ir tr +r Ir Ir Ir Ir Ir Ir 10• • 1r 13• 13• tr • 1/4• IW porroM) 6 1/2• 6 1/2' 6 yr 6 1/2 1 6 1/2• (fOm - 6 1/4• 1 12 1/2• 1 6 1/4• bN mm.•) TO 4 i/r 5• 7 Ile 7 ,n' 5• 6 1/2' r e' - 3r ourm) u• ,r 13" ,r 51/2• (la►) ,r ,r +r I Ir I ,o mmo • 5t>: TAtLI.E /i FOR AMK. A.S.D. DESIGN LOADS t MAX. PANEL LENGTHS WEN SPACER E USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 IMLLAL A SSA. OE'YION LOADLDW INPMEL 40 PSIF OR LESS 6•-6• > 40 PSF TO 50 PSF 6'-2- > 50 PSF TO W PSF 51-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE ffyAE D OR PANEL LATE PLUS ANCt(ORS R W/ ,1NiA,4& 1/2• D.C. Pill • • 1 • A „� •: • \ : •1 •i KE SIQA to a is FOR ANCHORS TYK a 9AACNO FOR Mat1ARONS 0110 NWO IRRE @Lgam L 1mmw MCHO N ova= AND VAN" OK M w= AK MNOom on INN SMMDULL IN EA MK THAN pMIGnD N 9 INIXAS Rm a ANCHOR VACINO ar IAAMV M VSCW SHOWN OM 909VAE By M MOVING FACIOM. IN DO OPONION W K WOUM WftW OWWM UNA PAWN VIAL Nor K UM TIYW mm m Vv=W m1moxfm FOR FAIN ANCHOR ITK ON THM 9aHEDUG 1/4-0 APOO 1HIr SOONm HMRWm Now SWISS 04 3 3 •F�,Lrs NI•Nn14 •d 3 3 3RNEBa! t16191N1 Q.3 a 3 IA TOIL KK •9RIQ IMNN I HL70 - - - 3 WO tm 3t (t i6 ;i y(.I fiTls�3.�`T�«• � A MMIMUM A.S.D. DESIGN PRESSURE RATING (paR.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS I THRU G. ON SHEETS 4 t S) YAX. A.S,O. PRESSURE mvmt MAXIM ANCHORS SPACM FOR MN ED. PER SCHEDULE I N ON m ImE mum" PANEL LENGTH (ILj MAX SSA. ocom PRESSURE PAMING ) MAXIM ANONOW VACM FOR MIN L0. PER ScHm" RIAM Is AMWAILEOCROM IM1a11M PANEL tDIGiM TAPCOtN SOLD -SET O PLUS 11AMC-IMIUM CNX-N J, TOM SOLD-W ID n 7MMC-NAM NLLN-IN A 1. OOZED, W W W W omm*vmof TIE31 10 W W W W W a THEM M16�-45 LESS tr Ir it 1r Ir Ir Ir ,r Ir Ir ,r 1r i 5,�, OR Ltn -45 +l6. �O it it ,r Ir tr Ir tr IF IF ,r tr it +n 1 (TOP) 6,�, O LF81 ,r Ir Ir Ir Ir 13• tr ,r ,r Ir 1r it , taarme Ir tr tr 13• Ir Ir Ir Ir Ir ,r Ir 1 1n 1 OND70) Ir Ir Ir Ir Ir Ir Ir ,r Ir ,r Ir Ir 2 (TOP) ,r it ,r Ir Ir Ir ,r 13• it ,r ,Y 1 ,n 2 (TOP) Ir 1r it Ir it 13' Ir Ir Ir Ir Ir Ir 2 (10110M) Ir ,r tr ,r Ir tr Ir IF Ir Ir ,r 1 + 2 (BOROU) Ir Ir it tr Ir Ir Ir Ir Ir Ir Ir +r 3 (TOP') Ir Ir Ir ,r Ir Ir it tr Ir 13• i3' 1 1 3 (I1JP) 1Y , 1Y 1n a 1/4. 6 I/4' 2 I 12 , - - 6 1/4" • 1/e 3 (WITOB) - - 2 ,/2 2 In 6 Ile 5 1/4• 2 , 12 1 - - 6 1/4. 6 Ile 3 OIOMM) r r r r r r 9' r r r 6' 7 +/r 4 (Op) 6' 5 t/r r r r • 11r r 7 1/2 a' r r e• 4 (IDm r - a - r - .• - e - B• - faorloAO a• - Ir - r - r - 9 - r - , (6NYo10 Ir Ir +r it Ir 13• Ir Ir Ir 1r 13• ,3• P0m tr tr Ir 1r ,r Ir +r ,r Ir Ir 13• ,1 ,f (TOP) Ir ,r Ir Ir IY Ir ,r or Ir ,r Ir Tr OW104 Ir Ir Ir it Ir it Ir Ir 1r it Ir t ,n (6DTToM) Ir tr Ir Ir Ir it Ir t3' Ir 13• Ir 13• a (TOP) Ir Ir Ir 1r Ir Ir tr it IF it Ir 1 , (ram - - 6 1/{• 6 1/4• 6 1 e 6 1/4• - - - - 6 14' a Ile 6 - - 6 Ile e 1/4. 6 T/a' 6 , 4' - - - - 6 1 4• 6 Ile 6Mn.-) Tr a' Ir t0 In tY r 1r T 7 1 S In 13• 4 to 1 i5,�, TO le-e 1r r Ir Ir ,r a I/Y ,r 6 1 9 f Y 6 1 lY 5 I 1 �,�, to Y-r tr r tr lr Ir 9 1/2 +r 9 1/2 t0 Ln 7 1/2 13" r I courfa) it 7 1/r Ir Ir Ir it Ir 10' 111 r it 6 i/r I (BOT1O11) Ir r Ir 10 i Ir r Ir 7• 7 in $ to ,r 4 1/2' 2 MM Ir r Ir it it 6 1/r tr a I/r 9 1/2' 6 1/2' 1r 5 In• 2 (Tom Ir r it Ir ,r 9 //2 ,r B In to 1n 7 in Ir 6 tn' 2 (BOTIOAO ,r 7 1n' 1r Ir Ir 1r ,r it it' r SY 6 1/r 2 MDTM60 I3• r Ir Ir it 9 to 1r 9 1/2 to 1/2 7 try it a ,/r 3 Crop) Ir 7 ,/r Ir Ir Ir to• Ir ,r It* r it 6 In• 3 MP) 12 1n 12 t 6 ,/e 6 1/4' 2 1 6 1/4' - - 6 1/4• 6 Ile 3 (BO110Y) - - 2 to 2 1/2 6 Ile 6 IJ4• 2 1 12 1/2 - - 5 1/4' 6 Ile 3 (wO r r r 5 in• r 3 1n" W 4 4 +n• r 6 1/2• r 4 (TOP) 7 1/2• r r r r e r e 4 1/2. 3 1/r 6 In• r 4 MP) 6• e' •• r 5 tn• 7 tn' (6oTOEH) r r 6• r 5 1/2• 7 t/2' (BOTTOM) lr r Ir Ir Ir • 1n• Ir 9 in' 0 1 7 I/r ,Y r (Tam Ir 9 ,/r Tr Ir Ir 10' it Ir 1t• 6• ,r 6 In" 5 (TOP) tr Y Ir 13' Ir 9 ,n• 13' 9 /n• O 1 7 1/2" 13' a +n• ceaITOI+) lr 6 1/r lr Ir lr 1r Ir 1r 11' r tr a ,/r a (NRT04N) tr S• ,3 1D I/2 /r r u r 7 i/S s 1/r u • t/r (TOP tr r tr IF /r a T/r it a I/r 9 1/r 6 1/2• u• s t/r 6 fGPi 6 1/4• 6 1 4• 6 1 a' 6 1/4' 6 1 4' 6 1 1' • (e0t1.•• 6 1 P a 1 4• • Ile 9 Ile] 6 1 4• { 1/4 . 6 DOE OU 11 PM7 ANO,MM TYPE a SWOON FN WOUAMO PTO WOOD FI NNE MR06Ga • 00111141 AIMIOR MAROM AND MRO M EDGE DWOU ARE WOWED ONTO SCHEDULE FOR LO Lm THAN Some at SCHEOAE Rm{ra AICNOR SIMaio w M LTIa7m6 sAmm SH OMI ON sarafAE M THE FOLLOW& FACTORS. FOR /16 OPERATION TO K POORL AURNU SPACING OIRN ED HIND RIGION SHILL NOT K LM VIM WRRN SMCNB O NDOW FOR EAo, ANCHOR T,PE a Im AMpA1AL ANCHOR TOM I/4 • Ile. I I/4. 1 1/41 1 I/411. I/41. wpm.sswT aWN-N we" ANCHOR vmm 00 3 3 3 A 2 yr 2 1/2 BNUMAW EK W ] a ,/r Ir ! 3 ,/r 3 DMNM01L9a •AWL A a t/r a I/r a fry a 1/r ACI ML ■eL GMBIL7I ,t as - - 2 yr sm an I- - - am r an -an - ,m - am 31 ,m Im - tm ,m •• SPALDRGS ONLY ww WHEN SPACER IS USED. SEE 1 FOR MAX. AS.D, DESIGN LOADS t MAIL P/VEL WHEN PACER B AILLAI A ABA. DE6IaN LOAD L �MPANEL 40 PSF OR LESS 61-6- > 40 PSF TO SO PSF 6•-2- > 50 PW TO 6o PSF 5'-10- A MAX. PANEL LENGTHS ARE OKY VALID FOR INSTALUTONS W/ SCUD SET ANCHORSt W/ SPACER AT 12 1/2' D.C. ,.---.... ---d1II101ORS (SEE SECIONS t A.TERNA NES ON 94EM 13. 14, 15 t16) r MAX. R-IA/13, R-2A/13, R-3A/14. R-iB/13. R-29/13. R-31/14, r MAX D.M..©. '• NRL R-IAw/16, R-2AW/15. R-3Aw/16. R-few/15T R-SEE/15, R-3BW/16. O or 0 0 O O O ; i 14-0-HORN" ss. 6OLTS W'Q%N11 (USE FOR PANEL UOW4 PANELMAX. iMPAPALova 7�REaLAn Ir-6 a +4oa -4oA P.r. I OVEEAi MD PAIRl tDNGm eaL6i PANEL. i ` ------ - r-C • .96A. -04.o P..r. 0N/O OVERLAP NO PANEL LRCM 60LT) _ - - - j Lt -,-- T I J I I r T---r---t T_ I T T_ _� LI �' - _. - ' A IRE r-e• NII. PANEL U11srrH V V f 1/4 .6-2oN1• ...{ -1,ir --.I--- AT ALL MOINYIGs Ss. B01.T5 M i 4 I� I i I 1 i QEA I I i f j I lam, PANEL NNI1tOM coRFNaIs I I0 * LL Wp1C NUT AT EXTERIOR [._WHO NUT AT MAUL LEFT PANEL RS RxNR PANEL r t PISIm1ATONS ONLY VAUD FOR MIND MN. R-t k/13. R-JA/13. R-3A/14. 0-16/13. R-n/13. R-36/14. , uH. SPEFA UP TO 170 m.p.h. R-1Aw/1s. R-2Aw/1s. R-3PLw/16. R-1)iIEI/is, R-2Rw/1s. R-36Pr/1s. ------------:..` RS (WEE SECTIONS t KTIANAR S ON SHEETS 13. 14• IFS 616) - - +/4' YAL OAP LIFE SAFETY STORM PANEL n ELEVATION (t) ' ZN7' SHOE 1/e-l' RicSTORM PANEL REGULAR " O�EDIM -1 WOLE wum ' S7pRi1 PANEL ----- -------- ..gym_=.. :.� __-_�_____________'______�---- - --_ =-�=_ ___• a _ *.' ......... LIFERS PANEL : # FLORIDA BLNLDING CODE Non High V*Wclfttv Nurrl6Dna Zone EXTIERIORORIOA '�4ti SOLO aWaa Na 24 GAGE GALYAI SIM STORM PANEL DRIM a: ! 1�`' PROTEffM I lur GLOML' UL SECTION A -A W SA wi NVac IL 3M. p20-°R1` 75s.E ,/4._,. NIPe pS41BtB-ISHa Fm "que-sm . DA WM Ne - PA. KM/eMMlur/aW a-6AE7,s 4pLlm A i- IRS NYT 1! N n ANCHOR • r O.C. STAOOEIED W/ STm 114• WOOD PIAT ro Fgvj ,4. TA: j ANCHOR • 9. O.C. suo mEo w/ SEW _2•.4• WOOD AW *wffeAPHL WALL WALE 3/0.1• JIBS 1. PWALLATON ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATIOS (D-a.n AND PANEL LENGTHS AS PER ELEVATION OFF 8)6:E( IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO LIFE SOUTHM PINE No 2. W/ SPECMiC DiNSDY OF 0.55 CAR EQUAL I. rrlriinhh�. .n;..« 1- iM,L �. PANEL LL7CM i a�i srE�ET iu MAXIMUM ♦ S.D. DESIGN PRESSURE RATING .:.f.), AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE r0ft REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK PICTURES (VALJO ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 t 5) NAIL AEA. PRESSURE MAXIM ANCHORS SPACNO FOR MN EA PER SOiD1aE 611OW YAxWWRH lE�1R PL) MARS SSACIESION . PRESSURE Raw MAXIMUM ANCHORS SPACNS FOR MN EA PER 9C4EgaE 6ELCr aPPUCNaE IM101Ad L L. (NI,) TAPCON SOIA-SR PLUN 2NMGIMam CAUK-W R TAI'OON SORBETmme p2 2AYIC-M1aN CKIFN Z W W A Is W m tF 111EY W W W W 10 A of muTHE 3ro-e6 479. -7s tr it* Ir I3• Ir ,r Ir ,r Ir it Ir tr i W-W OR LESS • A-7• att-+,9s 1r r $3• 0 , tr 6 , tr 6 , 7 , a , tr 4 1/2• , W-r OB LESS Ir It' tr 13' Ir 13' ,r Ir ,r it Ir ,r + muff aO Ir 6 ,n' 1r Ir Ir r Ir 9• ,r 7 1/2• Ir e + (eDa1IM) ,r It' it ,r ,r ,r Ir it tr ,r Ir it 2 Mn Ir r it to , it 9 t/r +r s 1/2' 7 1n' a 1/27 Ir 4 ln• 2 Pam 13' 11• it ,r Ir tr Ir ,r ,r Ir ,r ,r 2 Ow"00 Ir r tr ,r tr 9 ,Jr ,r 9 ,Jr O , 7 ,/2• +Y 6 yr 2 mmm) 13• „• ,r Ir Ir 1r Ir ,r Ir ,r tr W 3 (TOP) D' r it +r ,r 9 1/2• Ir • 1n• 10 , 7 llr Ir r 3 (Wm Y ,/2 12 in 6 IJ4• a i/4' 2 ,/Y 2 1 - - 6,/4' a 1/4' 3 (WITOW - 2, 2 1/2 6 1/4' 4 I/4' 2 t 6 IJa' - - 6 1/1' 6 Ile 3 (WITON) Or S' r 6` B. 6' r 6 1/Y r 5' r ♦ f/2• i (TOP) Y r r 6 in' r 3 1/2' r e 4 IJr r 6 1/2' 2 1/2' 4 (Tam r - r - a' - 6" 1• r - A" - (BD1TaM) a' - • I/e - r - r - s 1n• - r - teoITD19 Ir it" it 1r Ir Ir Ir Ir it ,r Ir to' crop) Ir 6 ,/2' Ir ,r iY r ,r r ,r 7 1/2' ,r r a (•RIP) 13• +Y Ir ,r Ir Ir 13" ,r it ,r it to, (-Tune Ir r Ir Ir Ir 9 wr Ir 9 I/s• o , 7 I/s• tr 6• MTW Ir it* Ir 13• Ir tr Ir Ir 13• Ir Ir to' s (LOP) Ir r ,r o 1 jr 11/Y• +r 6 In, 7 1/Y S 1/r it 4 1/2• (TOP) - - 6 ,/1• 6 f/1' a 1J1. 6 t/{' - - - - B t 4• a I/1. 6 (DOG!• - - 6 Ile 6 Ile 6/ e a 1 4• a Ile e t 4• - - 6 1/4• e 6 Ile" e (9GTT.^ ,r 7 1n' Ir 13• Ir ,r Ir is, Ir a• ,r a , , W-r W P-r ,r s• ,r o , Ir 6 , Ir { , 7 I a //2" Ir 4 1 1 TO r-r Ir 7 1n• ,r tr tr o , IF o + t , r Ir r 1 (GOTIONG Ir 9 1/2' Ir Ir ,r r ,r a• +o• 7 ,/9• ,r r I (sona0 13• 7 t/r Ir ,r Ir +r ,r ,r 11 a 1r a ,Jr 2 (ap) Ir r 13 6 1/2 Ir 6 1/r ,r 6 t/r 7 ,Jr 5 I/27 Ir 4 1/2. 2 Crory Ir 7 ,Jr Ir lr Ir o , ,r to I it + r tr 7• 2 (WITo+0 tr r +r 13• $3' 9 t/r it 6 ln' 0 1n 7 I/2• Ir 9 /n• 3 tIWTIO+Q 1}• 7 ,/Y 13' L3' 13' 0 , tr 0 +n 1 In r Ir r 3 (Hopi lY r fY it it 9 IJr it • ,n• o , 7 1/r it r ] 2 1/ ,2 1 6 Ile 6 i/4' 2 1/2 6 Ile - - 6 1/4• a 1/4' 3 (SM700 - - 2 , 12 1 6 /J4' 4 IJ4' 2 / { 1/4' - - 6 1/4• 6 IJ4. 3 (WHIM) 7 IIV 3 1/r r r 7 ,n• 4' r 4 1/2" r 3 ,/r r r 4 cO►) 7• r r a t/2' Y 3 1/2• W e 4 1/2• r { 1/r 2 1/2' 4 (10P) r - 9 - r - r - • - a' - (Sot=) r - 4 +/r - 6' - r - 5 tn' - r - (6aT1OH) 1r 7 +/r it it it is , ,r o +n 1 + r lY 7 (Tap) ,r a t/r ,r Ir Ir r tr r Ir 7 ln' Ir er (lam ,r 7 ,/:• lr tY IJ• 0 1/2 ,3' 0 t , ,n r it Y S (eDnOE9 ,r Y Lr Ir Ir 9 tJr Ir 9 1/2 O ,/: 7 1/2'• ls• r S (601101I) tr 7 1/2 ,r +r Ir o 1 ,r 10 , 1 1 r ,r r 6 (OP) ,r r Ir u• a +n +r a ,n• 7 ,/r S 1/2• 1r a t/r t10m at/4 eta 914 6+4 sIs•61/4 6(eoTr« _ _ et4 e/4 s,a•9Ir - - - - e,/P614.6 SEE aw 11 MR Ate TIPt o WNW roN DWAL MW Wm " m Now 91IAOSiOt • MM MM NOCIR VANE NO IAMAm 000E OWANN AM AmGTED ON IN SCHI ML NOR E.O. LEa Imm memo ON SCI90AE MAID[ NO" we" ELT MAMMIN6 SAKW19 LOIN ON modna V THE FOUMN FA10Na FOR THIS OPERATION W K P' IML S O M WORD ONWM PONE FACION LMLL W K LM TWA MMMM VACIG ODOM PEA OWN MOOR TIPS ON INN lIaIIAAL AIOIa MEIJe. Ile. 1H. 1/4'. Ile. 1 1/4. ltraaR fMNH Kr a" MSM{RI HONOR women DA) s a a a E t? 3 ICI NNN6BiCIE 0-3s a Vr r a a td 3 eWAAnW mm 3 3 Vr 3 tM 3 1/2 3 tAr 4 AGAR Hs■ ommu 31/r 0.1 em _�Jb -Rae 3tIm ,m im " SPACINGS ONLY VALID WHEN SPARER M t1SED. SEE 7 FOR MAXA.S0. DESIGN I'm !MAX. N1iVRE1. wr;' SPACER 5 A L& A A$S. DEMN LOAD VASM <a11GiNPRNFI 40 PST OR LESS > 40 PSF M 50 PSIF 6'-2- > SO PSF TO 60 PW 5•-10- A MAX. PANEL LENGTHS ARE OkjY VIED FOR MWAL1ATIONS w/ SOLO SET ANC*1ORS t W/SPACER AT 12 1/2• D.C. FLORIDA NNLDIN(E CODE tNw '• Yh e I / , 4ti-2ar San OhRS I , 4•�tRr R coos r j I I MG�L ova r _ NG _ - : 1 y MAX ._. PANEL L06M_= 6• PANEL �'1IDN R.__. _ �._._ PANEL LEMM I 1 ..__.1.-_.._ _ __ ' __ ION 1 MM 1 ' W 91E +2) 9 ' • ... ON SLEET 9 12) 04 94 T G I• NN. I j p1TO OLA5f. i I In j I i ; ' L/Y 3 j , ' 6" E! EA.• j I Lo's 1 1 � I I P a k! m I , I I • W V4' oe'i i FL N �_� 3/e , TA1CON ANOIOR • r O.C. : NCRETE ORppTTAggM(CNNNO0OR e r O.C. P= BCONCRETE 00 CURED. `�NCK1E WCOC RL'OUlED. SECTION R--JA WALL jSCALE �lNTIN4S PLATE REOUF GEE OHM I5 t is FOR ANCHORS IVE t M NG FOR M WA00W WIC WOOD FRAME NALOR M IM ANA ANCHOR SPACACS NO MwA6m ON SWFAIM UYE MOATE0 ON INS L SONEDUIN L& LEES ,CNN poem ON SCFIOILE II M NN2OH VACING W IALIMI.YOM SPAC6G - w SCHEDULE 6P THE FOLLOWING PA mm FOR Its OPMMM TO K POKKE NE04M SPACW SBTANED UYO FAmN SNAL Not K Lts THAN Apo" VA m slows FOIL GMI MICHOR T'IPE ON THIS SC/EDML ANN= TIN teeaHN mks" AMNION V{mM O•) a PIa�WMWW ia,.,..0 0.4 +aw,•PA3 NNwP4Y M.,a OW 3 3 Amus m •Rw■ ew NAM 1 ,/r •as 2 ,n. ael r SAS 7t - - :Mx. ,eNGM FVAYM ET 12) MOUNTINN SCALE 3/3-1- 1Ii�R1 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. DESIGN PRESSURE RATIOS (P.p.0 AND PANEL LENGTHS AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MDAIERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.5E OR EQUAL. PORED BLOCK i BR EO t• lax. Ir PANEL (ELE'CWOGTH OII ON 9RET 12) I - EL r 4a Mi Agin N/rr9T•uI u. 1 m {ut ae. IAPCON 1 ��lICIIOR e r OTC, .�4h AINGIOR • r O.C. EGST9NC PORED CONCRETE ON `CONCAEfE BLOCK IEOOIEO.-EOPIGEIE EXQIIN6 POISED CONCRETE OR BLOOt KO6RFDWALL WOUMMOS NH114�AAN...WALE 3/9-1- 2 me PLATE IEO+M PE. 16W/••MIMWAOW 1 aEm Tateoa pla D'ED 24 GAGE GALVANSTEEL STORM PANEL F.P. L e C 0 INS.MOUL COI Paoa= UZ w I•a>� + 4Am is At SFPW am R. sots p"Am. fm 7 20-175 1 wtW � 4T-MNrr CA-QDWI .m1 A ALT L. E (M4)Br-06Na M4)mn-s R► Dow ft • NM W a n .^Fr' ^W /W.. toi _ cu � U N N Q O O C .� cu U - U T= V .�•t `v O cu U) 0^, O O O W ^CL L O _ cu L.L, 0 • (n "� 0 .� ���^^ vJ Q C'A N EEN�� t1 43 fl- Cpr3 = A C � -o o- 3 w Z I $ Cr_3 40 o m A N= CI. o Y 0 w cn W _a) cu U O cu LLI = Q Z Z Q J SHEET NO. SH 1.4 �14XT• ca. a: OfACH E}}D� iC�i tom' � K I lYM 10 i -(SET SECTION at 4 ALTM"TNE EZIW ON SPW ta) milli 1111 111111111111111 F(P INTERIOR PANEL} (ItItERIOR PANEL} (INTERIOR PANEL) _SSEENOTES 2, 3, 4 � ! I I _� 1 X. � l�* ! I I ENGINEERING t ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Product Manutsdurar: AN American ShLdtsrs and OWN Manutsduror Address: 1540 Donna Road Wed Palm (leach, FL 33409 Product Name A Description: 24gs GN ranized Steel Storm Perak Low Missile Impact Resident Scope of EvaGlatIon: This Pro" Evaksiion Report Is bcbg Issued M soeordana with to rs3pntenelts of tie Florida Depaintenr of Buskses and Professional Ragutstlon (Fbrkda 8ulk&g Carter n) Rods Chapter 61G20.3.005, FAC., for stabovokle acceptance per Method 1(d). The product noted above has been tested ardlor evafruaed a wmmedzed herein D show compYON a with des Fiodds SulkNng Coda Seventy Eddm (2020) and Is. for to purpose intended, at Nast equivalent to that required by the Code. Re-ssa4atDn of this product shall be raqulro f flowfrIQ Pertinent Florian BuIMMg Code moMcWJwo or rrovisloons.•[�� . R/�5.�44,� StlbstandaNn� Dab: EX drawing 020.31543 MW -240a Ostvenized Stet Storm Pane" (HIVHZ 5 Non-M IZ)', sheets 1-5, Prepared byR� ng Express, sigesad 8 Boded by frank Sermia. P.E. Is an kaegnll pet of this Ev Untorm static snuck" perfomwe" has been boded in sceoMma with TAUS 202 test standards pa tat report(s) 8BT4=-17.00t by BNckwsta Testing, Inc. LargeniasiN knpad resistance and cyclic leafing pa(ormena has been tested In accordance with TAB 201 and TAS 203 test etandards par Bast report(s) OBT-ASG-17-001 by BlaekwMw Testing, Inc, Structural engineering adclladas have been prepared which evakNo the product based On comperadve andfa rational ahaycN to W1a* do following ded0n afteda: 1. Maximum Allow" Spans 2. Mkiatum Allowable Spars 3. Mk*" Glass Separation 4. Anchor Specen; 260 SW 121µ AVENUE SUITE 106, DEERFIELD BEACH,FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAK ®ENGINEERtNGEX►RESS.COM ENGINEERINGEX►RESS.COM e'-0' MA L O • 400 p.Af. e LAST PANEL© TO BE INSTALLED AT EACH OPENING SKULL ALWAYS ■ PRWADED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. t TES (T)' E9 - E-2 HUNC STORM PANEL SYSTE}I NC OF PAN + cant. TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALw,j'(S N# CO'IaECTED TO BOTTOM TRACK OTHERWISE A STOP BAR its SKULL BE PROVIM AT TOP OF SUCH PANELS. (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST O. 1/4Y-2013/4- M.S. W/ 7/5-RN3/32- WING NUT OR 1J4'iR3J4- Min. THUMBSCREW MID TAPPED BOTTOM TRACK. L.00ATfON # FASTENERS MAY SE AT OTHER O TWO EXTERIOR FLAT RANGES OF END PANEL (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. 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 TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m,P•h, ENGINEERING Page 2 of 2 AM American Shutt m and Glass - 24ga Galvanized Sted ShOnn Paws No 33% increase in alowable stress has been used in Um design of Of product. Separation from gla*o Is not required for in1 Mataa outside of wind zone 4 and esesntial tsa.ties. impact Resistance: Resistance,LaW Impact the has be deli morvarsted as eevidenced In previously Baltic! test repat(s), and is to in YWnd Load Resistance This product has been designed to mist wind ds a Indicated In the spin sd*duWs) on the respective Product Evalustim Documere (i.e. engineefl[0 dmwkW. miw installation This product slag be lnddW in sold compliance with its respective Product EValaNOn Document (i.e. afngtheNu lO drawing). Woo* with aid components noted therein. Product components shag be of the material specified In that product's respactive Product EvedusBaL Document t Ps. engpneedrq draenn0)• Limitations & Cond)tions of use: Use of flit product slag be In tduict accordance with the respective Product EvokwAlm Document 0.e. emdraef(ng drawing) as noted herein. AN supporting had s6u6Wm sing be designed h1 resist AN superimposed beha and shag be of a mstedel Idad in Oft product t respective anchor schedule. Had saucers, cwWftm which are not accounted for in this product'e respx8treodes solve" shag be deegned for on It, dt•epedgc bast by a registered proNssionet erhpileer. AN components which are pemvrnenty inshiled shag be protected agaMat corrosion, contm*od n, W4 other suoh damage at all 6mies. This pr odNtu ct has been designed for use WNW and outakie to high V4k* Hurricane Zone (HVHZ). Respectfully. 6CNry , 9 - t,-- Fmk Bennardo,PE ENOINEERM EVIRESB'N #PE0046549 I Cent. Auth. 9883 160 SW 121" AVeNue SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM4ENGINEERLNGEXPKESS.COM ENGtsteR3NGEX►RESS.COM Iltl'IIR N-NW,ISIIU IT ^Gi1N.•M GM �Me •3li Ri-.•'Fit 4:..0 YYSLI V15/ _ )i` ---AL N^.YhiaLL >'z z al A, -N. 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EI- Tula ^MAt'.HCA n fP-Y,tr14:!. yT I5L1 VM.3:if.1.N'i'i 4C.IfT..ITIG.,7',M'Y^' W/:DCF,YTa`J 30-31543 yf1'IY'r.M1J _ M..'11:3.TM • 4• M= � Y /"V'OPipNAi TOPJBOTTOM CI09URE OaM tJ1A111_ Ywf tK' �"' s ax� ]r wJ M.L fr+t� RK.F7 ,xEr4- .1„ lrr.Iir-'r. i•v. a A•,� :u•m. k •+rs.1: 1� '1.:a Y"ti a n WtVI NNrN nxNWI S:aInN �. - P."URE �'1'f' IRM'Kff11AFz:l NIN pl JN,:I ION INSTALLATION DETAILS FOR INTO POURED CONCRETE, CONCRETE vO11ReD SERIES 2000 E-Z BLOCK AND HANG WOOD STOP PANEL STRUCTURES Ct� 4'r TAPCON SLLOCt ---_--' RHOUM _ ANCHOR i tY O.C. 1/4'r TAPCON 14R1- HEX NlJT TE 1 114�Ni_' M HEAD TEK ANCHOR i tY O.C. ! J EDGE OF \ \//off `( ' �EDGE••�,,v3�4" FROM i W-11 cc ai A/2Got 1 Y { E>ET•"'llTo CLAN, i .-_'___.....3/ T0.8U�, -- _�j_. 16•r POP Y ( RIVENMo. aT 4 • MAX -'..__ _,_-_.�.�._"_� so PAIR r c ry E PN�1 LDIGO, g---APIOLASIL N TD IXA'C9, R 56N OF 1' f i 901s f( e ( Ch20K2' OF '1.' N R 1 Va. b q)TAPCDNANCHOR QC, -S2'N4' WOOD trEOUNED. REO-VLAhRED SCALE 3/8-l' ALtE M SCALE 3/8.l' NNIIN aA� �f,ENI�il�� NaIfS: * MIN, PANEL LEI'ICTII 1. INSTALLATION ARE ONLY ItAuo FOR MAX. A.&D. t)Esxw SHALL DE 2•-6^ PRESSURE RATING +/- 40.0 P•a.f. AND W-W MAX g, * • * ;Ttt STATE *Mo wow at ,�`` MNC. FLORIDA BUILOINO COD( Non h V Nu 24 0MAf1E 011LVAt ED STEEL STOIdI PANEL one Ions to, Oval ar: or""/us' PANEL LENGTH. g, .�1'. f '1• C7,I: tCRia „`NEC a 46P9 SR 67 snim 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD a Nn NA R r ,EI{N• n NMP OeAt m: SOUTHERN No 2, WJ 5 ('.I'IC MEOENSITY S(Q ."�� IV AI INw, LNUN91111i1 m.,mY 141D141 (1W4M1M-7646. peg tW)110'!At "m ( 20-175 OF 0.SE 55 OR E(riUL.RUNE -� CA-00067N a A114' erllY 41N 01{Wr - 7Y'4.NA1 A i1LLR Jr" P.E. lIN37 le OF b I�ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ wHITH RiNWMITEO (PERP. TO PANEL SPAN) TOP MOUNT (COIN T.P, TYPE AS P.EQ'D) SECITONSf- - BOTTOM MOUNT f (CONN TYPE AS RECI D)- f 0.3'. MAY BE ATT $ BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N,T.s, ELEVATION TOP MOUNT (COIN TY - LITRIX AS l (SPAN ABOVE TRUCTION) aamm M TYi REQ D BOTTOM Apr r-MOUNT TYPI AS RE REQ AS 'D) z �o TOP MOUNT (COIN TYPE AS REQ'D) IUNT (DONd Lmt9[ [SPAN AEI OW oesTRucnON (LOCATION MAY VARY) OBSTRUCTION) PANELS MAY BE NOTCH EDAS REQUIRED, OPTIONAL)"1'-20STSTCH PR01Y1 DEO THAT OONNECiICP6 AND BOLTS LVITH wASHERED, AAI;Ht)R5 ARE USED WHICH SATISFY BOLT M2ITS FASTENED • SPANS ABOVE B BELOYYOB$TRUCTION, OVERLAPS i MIDSPAN RISE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS I , N.T,s. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM SWAMP ION FROM SUSS Mw PANEL SEPARATION WIND ZONE ESSENTIAL. FACILITIES) i DESKNi PRESSURE (Psil ALLOWABLE SPAN itlHAlll YNSTALLATIONStESS INSTALUNONSr1REATFR F1MNaa GRADE THAN 30`ABOVEGMDE AaOYE / 130.o M �6A* 16- 2.M +/•35 13DD IN _ N•+0 1304M. 6,06 in 2.16 M */"65 / *, / ""DIN _-M i90.0 106.61. 6A6 in 2.16IN _._ - 2- dABM .16M 6DeM 235M • 60 / 85.T.M 6.O9In 2S3 n - s/ •B$ Se.>f M 6.l1 M 2.72 M 4/ .7p 95AM $32M 1 2.90M d-12 21.0111 b113M 29eM tWAFM b1-M1:UULr NU I t::o: 1. ENTER SPAN SCHEDULES WITH NEGATIVE t1EilrtBl L(MID B PANEL ALLOWABLE SPACING TO DETERMINE MAXRMUM E STORM PAS SPAN. SCHEDULE IS ACCEPTABLE FOR 114E WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FAST84VJ - ARE STUDS USED IN CONJUNCTION WM ALL MOUNTING EXTRUSIONS ('P-TRACK. STUDDED ANGLE, ETC.). USE 6.25• Ot. PANEL FASTENER SPACING TAKE VALUES FOR ALL "H"- AND `W-"FACERS (INCLUDING SURD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN WADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. 1. ENTER $PAN SCH90LU WITH POSITIVE OWGN LOAD TO DerstNute MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED, 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY. INTERPOATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE O THE HVHZ AND OUTSIDE OF ESSENTIAL. FACILITIES IN AST" WIND ZONES I THROUGH 3. THE G1.t56 SEPARATION SCHEDULE IS NOT ReQANRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING MAXIMUM ALLOWABLE DESIGN PRESSURES: };p AS NOTED IN DESIGN DESIGN NOTES: scHmuLEs POS AND HEGATII+E DL3IGN PRESSURES CALCULATED POR UaE W[TH THIS SYSTEM SHALL BE DETERMINED PER S�EpPyA�BATE DEIEIENGffBUmIINAW'THE �NUgH COCE �D CH+IPTER IWO OF THE FLOPIDA BUILDING CODE SHALL BE LESS THAN OIL UAL TO THE DOGITIVE OR NEGATV9 DESIGN PRE CAPAC,[T'Y VALUES LISTED MEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: HAS RE84 LIGED IN THE E PROTECT OBHAJ,LBE Rl5POx6a ACTOR, DE6KMN WHICH IGeHALLe I UF" PAN cM:CuIATtDxs As D Dan NCn PRDVIDC NTIONS DIFFERENT PRO gfltoft RIBISTEREO fli FOR.Use IN ON MAXIMUM TESTED MADE S U S6 NOTED P iM OTITRHER E LYW'BPBCI CATIO LUNENUM AfS,]QA7TON. 3CA14'. CODES D2 15TRU SL QUALITY Mal FYKMA ALUMINUM AtLDY, C"ANGED AS F7ELO :RTICALLY OR emewocOTO ETEMICHDIS.PER rl OR RiRpTE{FALL :TRIKI'R1RA1. DESIGN A5 ix Oman EJGRl�LY PR011SWI HEREI, NO pOD]f30NA CERTIFICATIONS OR ARPIRMAT10N6 ARE 1 NTlNO. Sfi. ALTlRATIONS ADDTTSON$: OE OTNaR MARKINGS T4 TNS DOCUNaFT .ARE NOT PERMCR6ii AND ISNAL11 T"L9 73'ATIFlCATIOX. 17. PANELS SHALL BE PBRMAYENTI.Y LABELED WITMA MINIMUM OF (1) LAe EL VISIT ECALC10181643 Ill$fIM MR'II"`V=Pf [ M1T::Y P i"' 149N+ Balm ■ I'a4J4REr Ne,tvwtr9 ,NPcfwDe[ MINIMUM ALLOWABLE SPAN SCHEDULE I. woo ItHOIN0.00MIFMWMUM N1pWANlSPAtO a/ANYCWNYMBONt#MOUNIING COMPinDN6 A"OP OR XcrNN4 NAK LENGTHS UE541YNN THOSE NOIFD NI TANS ADM Aa Not ACClPrANt 2-No INANITION PROM W"IS"ANDI WHIN Avel UENGIH IS GWTM IMAM THAT t1 MMR RINAWTNIE.0yNRN0 OD. NMTiON HOVE: 3. ALOE CIJMMS FOR ALL NNIDWT MOUNR IN TANK ABOV[. WMRl SAKI Cig6URFS ARE NOT RTd uNTU 11oN NOM tAIEb SHM1@ F UBQ WIM WILi„klTIIM4YRIIG mIOIT1O14. BVMA fA9U ALTAR AlQV1Pm w TINE AAUP+O a.w ,vltM net NITMOITT bTnDl tDtlfi MID PARFL5,6eOn, WRH YMa 19+/ ) 240• PABTE7aK • 11:5ORw M 0.G ¢ IANa51VLx 91w41e 1414DMu4 VIUMG OIYf 1 of TLe 0P119NYTW OR S1OSUfdSPl9U s ROTT014 0Y'041N0 tPaA DE,'AII. Trl uS1MG ALLY YIDVMnNG fOYmrnDN SN9N'4IM 711q'S2 OR,IYYIN65. •�b)•L •a OR,ESS PANEL DETAIL fNTERiOR FASTENING 91 e 4 p.U%Ir 2: 90e 2.250' 0A5�r ,2V SIUO K. 414 NxY.. :fr 1 ]H 2.4• q1�1 � $i'--•-J1 O:Q94" � A3.125" 8.094" Q g TYR >» $ 18-GA $ $ 52 8i 1,p.094 .Oy4" r- ,,ttRI 120" TYP• • Iri 7Y P LS T -ppK1 1SR 0.094° ry .Ob2" + n • •Oy4' •' N _ Ld: ' Gp 1.930• 1:930' x40.062' .d61' � . 0:04� :375AJ 061" 5 �1 1. 0.125' 2.t)00' llii Cl, 'A K R3Q"•�-i02A20°` • -� 2A00" I- -•.� 2,DOp" TYP. ,, woes 5, 121' - 5 1.19T, Q'H'.IEA001 ,,.`.ryJ• f,EAmt. ,tr MJRD-DUT V HEADER 4�,.IL z N-PNi OL�RIRE .�Sllg _ I II.!Vs. h---t1,56U° 510 9 3OL M4% „31�y"5• 0.376" 0.319g" +{ jam• 0. 1,gR5'2, Dp" ' 1, st .s40° yII O.3(Ne` tl:655` °08�5" 0376"^t E'0.6ss" 0:3sD" l.a0r77" 12.5W' PANEL COVERAOE�d .i_. O'174^ [ D:19R� ' pL 190° y1,, gg,,�� 0.5 4• 0.250" O.pSq' R'% N 14.675°PANELLEn_ pf p ••° e: I: 7" L,W 1.0,54s• r I �Q.a9a" T il. Nova o N°AAEs1DN D.Des 0:250"" pg�`arvrKHHn 0:215" ,11 D.7t0 RO.Y33• TYP. TYP. 2" O.7lIO" D-CrN T loop( �,- IX 0.Q90^ TRN T o,95r 3 SLL 1 't ('�.,, LAG ��-'3.000°25" "�•"-RB�DPIITep 7yp L 4 wO t 4.1P n•PAL an "f" ANIYE - iNR[a( (ERIEIR1FDi BB PJ 1D00" it JN DI �`i[L.4fAt9P.11 N ChJ1MLAP D:.1r v.0 4- MAX /A CMM C108ORE DETAIL .L %-,25" MAX. r 'l^d uatAr J x tier o,cAPl2 .25- MA%. MAX, rW 1A1•:✓. N, GTAh'}xT- P Iw+wnC t Tr MmK. x BUILD OUT ;T,nr I i °r- nt"x W btX;Y NWA,k DISTANCEMy,,. dd /l gA41 NOHN I'f1UMIKY OHMII N. a A nnn JV rr,Tt 1A00' Q t d t. T r ePr'a:lt ;e F w J- 1 H 12 W Lc +. 1,1 s+ EMBED, P _4xiJ b Da , JPnR P PC RaT[T!t `,ItfA2�'Rt " , 98 OVERLAP (I OfER1AP n. JIN•WHtl. 3•Te2D" 1 A a111 •,: TAX' NIIIIHIIll Rg1N LIIRUINt 1)tlMl a Ice to / MIN. a a f "A£IE1 Y J TkrY J" J/ , 25^:MAX. 1 SU•L 9 tl'p.41.r.X)lU, 1' J.:.'',r MIN. 1E K 1.SL%i° L.•U .t .w. x �J?'.x 1 ,.,, IE e i t.a MIN. 1eP tt,az-lt liJ4 ,Nit' L..Y!" llif u 1 Ih x Y'41'An- MTJ" Y CORXERCLMIYE �TNI h-4y.dBk_ M..H}; rTiPT > y hT F -BED snsr•dF�.n, 1r g Q k D TMPMWNTCW6URE D6TALL 'PY. K•T.L'. N:T,¢ ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS i 12.5'D.C. 2 .3- IME OrSTANCE =L: r0 lH aua:trmaX ANCXO0. PREMIUM= TYPI SPAN UP T 4'+D• srAX T-V aP :Pro a• D^ CONe TYP! CS C2 C3 C4 CONY TYPE CS C2 C W 3 Cn3M TYP[ Ct C2 C4 C2 3110 1:2Nr.o m 8 3 OETRAIT U TRACDfJ l 41 tit 441 SS 71 1 25" b 1 .]" i a 4 9 9 1 5" Z 3 CU 1a 2 6. 8" 125' , 16:0 91 6:1" 12,5 16a 31.8" a0 it 5' 16.0 9.2 5-5' 125• Ib,D at, 5'S" I 3 .5 !2: S ]6 O']0.3" i a a &T 66 $ 2 125' 12 S" 160 isa 81 ! 5.4" 5h t2 s 2E' 16.0 &1 16.0 si 54" ad" S 16 $3 54 32 5' 1 60 a S. 4" 1 S' 1b.0 $1 54' 11-x 1•.4'INRI II 33 V OLTIAiT UL7MCON 41 t I N N_ ,r•, III I2 il. 5 fiO' 6a' ] 3 Sfi 6 12 S" ifi.0 Sa 9 3 2O" 325' 16.0 134 1D7" 1. a 6a' ISM, It 5" 1 0 31.5 3a 349" 31 12 !" 36D 119 9'S' i25` I6.0 119 95' a or, x[ Ile-, 11 a u r' ]6D 117 9 s" t2 S sa:D 11 5 [^ Y2.5 26.0' 319" R S 12.5" 16 Q 119 9.5' 124" 16.0 1l 9 5 9 " O pV ZS UD,SET AtHLL1.Y4�N,rItr- .Sw;O..aU -c41 4B dl PtFE'11��'76� 7 lea' 12.5" 1660 04' L2. ". 16.1) 340 It ! " 12.5' ]6.a6.a' 16AY' 16 6' 12.5" 1E D 12.6' 10.[" 12.5' fare 12.r.10.7" 12.5' 12.. 1 ']S6"33S 16.a' 14,4" 12 Y' 13.5"180 12.5" Sa,D 1 13 iLa' LO6" l0.6 125 1215. 18.D 125 1a:0" 32 1:6' 0 10.E" 12.5' i 1L 0 1 5' 'b 9 4 I V 4 IYMeD 33 1 ! RMMI IRA INRIt 4Y 40 X 6 t 2 1 15 f2.S 36 8.0' 1 1aa' 14a' 16 Sa 12 ' 16.0 9 12 ., 1G 0 it. 14 t" 12 5' 13.7 12 s" 1 4' 16.D is D 1 6:0 isa 12 6" 11 3" 12.5 16 a'160"341 . ALL ii0 1 5 lY I" 12.5' ! 16.0"15! 11.3' Y215 6. '1$0" i s 1 30 x25 x 60 135 11" f2.5^ 2 } 6,0 155' 1t.2" 'S 26.011 1 S' 1 . " 6. 5. 1 . " 12,5" 6:0 35.5 Si:i' 2 6" ED6B OESTANCE Y iri6•z1L4°CX BED 33 MYYNI WIWYwN 41 48 DN s2 72 4T5 d2S 6.25' 6,21' 12.5 12.5' x0.3" aJ• 7.1• 63" Ifl Gs` 67 33.7" 6:2!" 9. ]" 6 .ZS gP.t-,j4•IMNI IO 33 19M JtNMI ul nit 41 4B 1�� 52 4. 7 10�@` a2 6.23" 9. 3 625' 5' 3' 9:Y' IfYxI-Ij1•FMMhU 33 ]TW 8.S. TAYCON 41 4B 32 H---^� 72 12.5 12.5' 340`' 7:3" T3" Ss.6" Co. SB'" x2:b" 425" 134 IQe S: Z" 42" a0" a1S' 4.01' 6.25• t2:0 46' f.S" 1p,7 41 40" 1 .5" 2 13, 3" 5.1" sD" a2S 3 O T 4 L" 4.a' a ' Z 1D.T 41 4D" 8.25 f2Y' 47" 4d 25" 30 i 1 4: " a25' 10.7 47 4.0" 6. 301" 4.1' 41.0" 6.2 " 0 7 1 G " 1 .7 41 4: " 0 s f" i 111P HRAHU 33 ALL PONR'96DU0 SET 41 �,j4� 48 '. d'T 52 72 12.5 36 a' 14.1" 11 3'.. 12.!" 16.1111 9 T 7.7" 12 3" IB'x aT T.0" 12.5 16a'71.3"A3 125"360 76 6.3' 125' 16.0 76 63" 2.S 16 a'9.7' 7B St5"160 77 6:2' 125" t&D 77 6T" 12.5 12.W1 iBa' f19" 7 T SH.a• 7:T" R2 12, 5" 12.5" 16 0 1H - 7.7 17 6,2" 12 5' 6- t2 S" 16,0 7 7 6 2" 16D 717 "I.,I 1j,• ENBEo U urw,u4 rAYtlNAlr 43 4I 52 12,T 16.d" d:4" 3! a23" 1l S 4 4 4 1" $21" 10:1 4D 1 9 7" 12.5 134' 9.3 36 1" a2s` '5...-2" 9:2' 18 33" 6.25 Ii S' 44" 4] 625' 9.T 35 3;8" 26" 9.2 36 32' ¢25 10.6' a5" 5.3" 9.2' 13' 3.3" R/A" PTIG'P rAATANeP 3 I [; MAR ONION AMCNOIN rRwNae Tm NrnNA AD '-r ,P ms'-x' rAN a ) I r•Ilr sat a 71T[ a Q � C4 m1{Y TYP! C � C 04 3 a ROM! TYP! C] C2 O C4 Ill- a4 3 37 3 IA(i a4:1HW 41 48 li-=NwP�A11r S2 TS 12.4' 16. 16.0" a` lam, ' 1 2 S' Sb.O 16 0 7: 2. Ill, 180 160. - 7" 2,5' i .a' 16D• a ar 12S' 16.G 50 a 1 E 12.5' 16.D 145 a . L2. S 1 d a' 16:0' 7 5 12 S 1i6. 0 14 7 6:0" 3 25" 16.c la 7 d0. 13:9" 12.5' iba 16:0 sea x4.7" b9 60 125' 125' ISO' IAA 14T 6.0" 147 6D• 1Z.S Ile 3fi:0 ]47 6D" 1a0 1476.11" K , 1 CND 1 a 1d1^ 33 WooD SCREW 41 48 52 72 2. 1 5 60 6: " 3 3 0 301 125" 16:9 t21. 7'0" 1 .S' 2 I6 .0 ]06 62' 12.5" 16014V 81 12 S'Sb.O 97 56- I.5" 36A 1) 'S " 8 12.5 12,v 12.5' isa i2. 0 I6a ll:x• I6.0916" 76 a4 56° 1 : 2 11.5` f2.S' 6 i A IAM b.0' 9 56• 4 9.6 3.6' 9:4" S.d• 12.9" ]2.5' 12.5' 16.0 96 s , 1H.0 9.b 56" 16.0 9.6' SA" 4`4 - •MPED 1! 1 3!4 33 TAP ORIF'CR6° 41 y 46 'T 4s•41�► 52 T2 12:5 12.5' i6.a 16.0' 1aa, Ill- 12.5" 12.5']e.0 18.0. 11.5" 9.2"-. 12S'- 1.S' ] 0" 12;5' l2.5' 12.5' 1CIP ILA" 16.0' 10.5` 16:TY 93" 42.5" 12:5" 31 5'l6.0 16,0 16.0 I I" 9.1" 9i 32, 12,4' 12.5' 16.0' 9. 15.0 91": 3D•I" ! 13 IIYieL All YUINfN I 41 s HIRC WWDBVS IB (� S 1 i2 ! 16 86" 125' z 6a 70" ! 9 125' 1. 2.5 48' 4.3' a2s" 13.4 4B' 43" ! 2.5" 1 4 6 " 5 .9 5 0 2 S' 1 .3' 4 7 • 4:0" 625" 12: " 47" 44- 3 11.5' 14 2 s:s' 4! 25' 12.3 4 7 4.0' 6.25" 2.9' 7•' tD 4 6.25' 12.8 4.7" 40° 6.IS' ANCHOR NOTES: 1, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES DU P MAXIMUM AWONADLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. ENTER ANLTRA3R SCHEOU BASED ON PANEL FASTENER SPACING THE EXISTS STRUCTURE 2. LE NE EN NG MATERIAL, a APA:FDR TYPE. SELECT DESIGN WILD GREAI'C4t THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON$MUTTER AND SELECT SPAN 'TER THAN qLE TO SHUTTER6PAN:$ELECf GRIM QUAL CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2FOR IDENnIFICATION OF CONVECTION TYPE). 3. 'PANEL FASTENERS" ARE STUDS USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS "P--TRAt7C STUDDED ANGLE ETC. J35E 6.15' O.0 PANEL F NEWS .NG TABLE UA WES FOR ( ) ASTE PA ALL'H"-ATID"U°-HEA�RBNCLUDING BUILDO COA[3iTI0N5, 4. ANCHORS SHALL BE INSTALLED IN AMOROANCE WITH MANIOACTURERW RECOMMENDATIONS, 5, HOLLOW BLOCK HOST STRUCTURE SHUU. CONFORM TO ASTM C90 KOM 6, MINIMUM EMBEDI"I" SHALL BE AS NOTED IN ANCHOR SOREOULE, 7. M1N7MUM 94BEDMENT AND EDGE DISTANCE EXCW DES STLKOD, F,7AM, BRI(D(, AND t7TH1ER WALL F[ NISHEB. WALL FDUSME6 SHALL BE LIMTED TD if 4' NA%OR SMALL BE VERIFIED BY OTHERS TO ADEQUATELY TRAN51'ERUJAfTS TO HOST STRULTUURE. $. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-MACI4=D CONCRETE ONLY. 9. WHERE EXISTING STRUCTURE IS WOW FRAMING, EX157ING CONDITIONS MAY VARY, FIELD VERIFI' THAT FASTENERS AU INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING 11 REMOVABLE ANCHORS ARE: OEWALT PANELMATE, ALL -POINTS BOLID-SET a BRASS BLI5HINIG. a MACHINE SCREWS SHALL HAVE V2- MINIMUM ENGAGEMENT OF THREADS I NTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS NEAO, OR WAFER HEAD (sIDERVALJf BO.T). U.N;O 13. MINIMUM F-MSEGMENT AND EDGE DISTILNCf E%CLUDES STUCC00R OTHER WALL FIN%HES. 14, I! DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I5. * DIRECT MOUWING CONDITIONS. i6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTEO ON THIS SHEET. (D W L/� V f _ W U N 0 �- � 0 2 C .� U -0 Q- 0 Q 0 � L O CU //��� V/ Q N �o - > W t1� A M y m X G LL' C2 td O L cur m it r C c 23 3 L y N S3 u 07 Go f� EY •� >` 4O sa. � t: Mrs O d L }� [+W i v CU O Q U O W LU ZQ G Z Z Q J d SHEET NO. SH 1.5.