Loading...
HomeMy WebLinkAbout6288 Ten Acre CtI !' L � rnll r�11�1■IR�_ i ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Mas mry RAG or Rag. Return Air Grill AFF orAF.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room 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 IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (f lumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer U. Lintel Lengtt 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 Caoinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Ent 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 WA. Wedge Anchor EQ Equal PH Phone WC or WIC 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 inear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW (3ODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES i El EIE:11-1 1-11::] [::] [::] Im IF= ri P4 JX stem 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL --------------- ------------------------ SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE F13CR (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. DEC 15 202Z J :.r c c 9 c w v a� a = m o 'O op m E L c os u 3 � A A a CD o m. ,'t':11sllfl// en,tu n NZ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F E V$ S a, 8 0 A-.0 M CnNO� y co V J LL Q J LL W LL LL Q. a�x�nn Z gco 0 WL6Co WIL ZN O v W ❑❑ Z C-4 M z Z n a — N N z R � Ur o +� C (� w W U O/� w C N 1t1d^1I �vl = � f>3 ' w t U Qc C eM 0O w J ry 9L E i o 5 � Z aR ?o E 0 H r0 Z sB ips cci O a UO 20 Z O E Na0 a a p a 7 . .,0.. i �d o m s O �c - � U F Z Z J .9 9 �m Z a W �Z a o a W w� �0 O CD 0. O~ 03 .� O J > M Orn m c� r O Cor, T � T Q Cr Y m N Q- IUD ~ O O N O .Q Lin N QCN M T iii Lf i Z Z E O c a U _ Q 0, _J JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. C S KITCHEN MIRROR 11= 0. BATH EN 7 Li _1J1 Lcr7i KITCHEN INTERIOR DETAILS. NOTE:: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW �- MIRROR VA, w cc E§ MEDICINE CABINET v 0Z 0 UL i f M C4 SHWR. SHWR. CURTAIN HEAD ROD 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. ¢ TOILET TOWEL BAR A a ON BATHROOM WALL c SHWR. • `C' 50 VALVES = �! TOILET `S SOAP IK PAPER fO DISH t HOLDER 4 U a a o cl) TUB BATHROOMS, SHOWERS AND TUBS DOUBLE RODS k ro SINGLE ROD BATHROOM 0 00 42" H UPPER CABINETS---, 36" H UPPER CABINETS 30" H UPPER CABINETS -� OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36 H BASE FINISHED CABINETS - "` COUNTER TOP 30" H BASE 9 ao CABINETS - U.AN 14 " ao 1 2" N ap F FRAMING �+ c 1Z GYP iv `� N BOARD '. N FI T CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = 1'-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX @� 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT 0 Z a 20 U LU a w -cbo S > w A U 50 _ � CO CO J ]C a O � o T 4 0 4- HB Eh qr,_n„ 12'-0" "I T-0" 8'-3" 3'-91, AC JPAD Op HB 35-SH * - - - - - - - - - - - - - - - - - - - - - - I I LANAI I NOOK 00 I --- -8'-8' FLAT CLG. 8'-0" FLAT CLG. AFF j TILE I 12'4„ I O - j -T 1 77 ■ I I - I II a O � I IR 6- - 3 z- -- FAMILY 8'-8" FLAT CLG. It Io I CARPET I - 2'-11"IJI 114- 2 8 8'-8" FLAT CLG. TILE I� - (n N FLOOR G.T. - _L _ - ~ REF. - ------------------ 6 i - ----- 5 NI 5'-74' - 3 (3) 2x4 #2 SPF DINING 2 STUDS w/ (3) 16d GG 1 NAILS @ BASE 8'-8" FLAT CLG. -- - S3 oo CARPET 0 TYF io 4'- T' T-T' 42" H 1/2 WALL OR RAILING PER - SPECS FLOOR G.T. 10 'O (3) 2x4 #2 SPF U - STUDS w/ (3) 16d ,0 NAILS @BASE 4068 ARCH PW D R GG D• S3 `b ?8 8'-8" FLAT CLG. (3) 2x4 #2 SPF - -_ TILE STUDS w/ HTT16 T c AT BASE - (0' LAUN -- in PE NK 0 FOYER al W. Q 8'-8" FLAT CLG. 8'-8" FLAT CLG. - � TILE S4 TILE I - ' 11� I11111111111 I11 � - �� H1 W.H. - 1 T-10" z 30 BUILDER TO 35 EDGE OF SLAB 2" N - PROVIDE APPLIANCE D1 BEYOND WALL PROTECTION WHEN NOTE: FINISHED WALLS - w REQUIRED PER FBC TO BE FLUSH. FIELD 8 I 8'-8"CLG.A.F.F. VERIFY .------ I ----_-- -G_T. I ------------------ - - - - - - - - - - - - - - 8-0' CLG. A.F.F. O I W W JENTRY Wz 0 r - - --54ua") '-0" FLAT CLG. AFF ° m="_"__ATTIC ' GARAGE _ I------ a V �L----���J 8'-0" CLG. A.F.F. >o3 TYP. @ SINGLE -mot STORY A (SEE AA/S3 FOR 4' 4' 1'-4" S3 STEM OPT.) r- - - - - - - - - - - - - - - - - --- -------------- I I I I I I I I I I I I I I I K I I S4 TYP @ I j GARAGE I I O I - - - - - - - - - - 16070 OVERHEAD DOOR V-8" 16-0" 5'-8" 19'-4" 25'-0" /- 1'-4"X1,-4" „L„ SHAPE CMU COLUMN O Eo r- &� TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 0 Eo L1'-4„X1,-4„ „L„ SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 <e> LVL 2.0E Fb=2950 (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 OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 +26.6/-33.5 JG+26.6/-29.1 EE SN SHEET;�H SEE SN SHEET W140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X38J 1821X37iq S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 1812X711 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 4 X 50 1 26 x 50 S.H. 1 H5 27 4 X 63 26 X 621/2 S.H. 1 H6 2714 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 X 38 J 36 J X 37 3/4 S.H. 24 37 X 50 8 361 X 50 S.H. 25 37 J X 63 36 } 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 4 WIDE S.H. 32 54 X 26 52 4 X 25 # S.H. 33 54 X 38 a 52 2 X 37 1 S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 X 62 ' 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. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply With one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY• 1 FRAMETYP. 2x BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S. F. INSULATION REQ. EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION JR-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - A SCALE: Y4"=1'-0" Ev N N� 0 > W O ci a� O C = = N -_ v m ac •.W -a CV N rd.. O f0 Q N Y E 0 ac"3 R 1`dca C T O- N C E R o Q U CD . • .,e t2 C rS ��•CJ �� �lv• v s< ��• ,o rC'�nOFE� 1'►' J`o 11t110lt#t'ai°t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fn I- a M 0 N 64 " OD to int.D; ,�53 di Q M 7 LL LL Z LL LL d - 'o a 4 2 �co 0 W 11L = co2O_jO' m w 04 V) ZN OU 9 U W OO � R z N z J a v1 - N Z-0. C9 (a) 8 }}�� M _ w F in Fe U 0- c �N „U, r 8 ¢ C14 soy W M �� Z � 8 E wffi � gI � >p 0R _• 0 I- t6 0. i goo U of 00 �V Z o E N ao �3 ..�+ L Q p Wj m n7 C Yt� Hp O Zz Z J 2 b 8 Zo V 0 Z WC, WLL �W oLL 0 WyQz ^ �,IoSo i co v zl°d u 3 0 B ce) J O 0 ^' T L O CQ r r T Cr N a. U) m LO 4-1 O O N CN O N r N Q r- ci M 4_` r N �; LO c z z E O a v a o J JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 1.1 _M 3/4" PLYWOOD DECKING 2x6 LANDING- 2x4 FRAMING . ih STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSI 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 3/4" PLYWOOD DECKING PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) �' 1 1x RISERS (TYP.) \I r (3) 2xl2 42" KNEE WALL WITH f` STRINGERS tx8 CAP & CASING OR 3 36" RAILING 3/4" PLYWOOD 2 1 7 THRUST,' BLOCK DECKING 2x6 LANDING - 2x4 FRAMING 36" H. CONT. GRASPABLE RAILING TYP. STAIR SECTION. 2x4 THRUST BLOCK rway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. ar height: riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the (cent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. ad depth: tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any It of stairs shall not exceed the smallest by more than 3/8 inch. ✓Under treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost xojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 riches at any point within the clear width of the stair the radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not pore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. 3eveling of nosings shall not exceed 1/2 inch. iandrails: iandrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail might measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less :han 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Joint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be eturned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. 3rip-size: -landrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches )r provide equivalent grasp -ability in compliance with Section R311.7.8.3. 3uards: 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 riches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 riches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the :reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Jnder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side Nith 1/2-inch gypsum board. I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1. STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMINC (2) 2x HDR. REQ'D @ ENC LANDING FOF STRINGERS 7 CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH CONT. HANDRAIL RETURN TO (:0)WALL DETAIL SCALE: NTS I I I I I I I I I I I I I I I I I I I I L-------------------------------------J 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2- FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 (2) - 1 3/4" X 7 1/4' LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required ' VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" Q�) +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GO SEE SN SHEET OH SEE SN SHEET 140 MPH ftftim NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20 X 381 18 J X 37 i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 I X 621 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. iH3 271/4X383 26x371 S.H. 1 H4 2714 X 508 26 x 50 S.H. 1 H5 27 1 X 63 26 X 62 1/2 S.H. 1H6 27 1 X 72 26 X 71 1/2 S.H. 22 37 � X 26 36 � X 25 1/2 S.H. 23 37 J X 38 a 36 J X 37 3/4 S.H. 24 37 J X 50 a 36 J X 50 S.H. 25 37 J X 63 3612 X 62 1/2 S.H. 26 37JX72 36JX71112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 521 X 371 S.H. 34 54 X 501 52 � X 50 S.H. 35 54 X 63 52 1 X 62 1 S.H. 36 54 X 72 52 1 X 71 S.H. 39X59 40 X 59 WA S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA 952 S. F. 1121 S.F. TOTAL LIVING AREA 2073 S. F. GARAGE 396 S. F. LANAI 104 S. F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT 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 JR-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - A SCALE: N'=1'-0" its 4 iV c o cc? =o W N c� c V Cn c `°mX =4- Oa Q d dC da �d owe CC V cc 3 '- cc c a y ca T � E n c� Q it •� .(o s"'y•cv. J.� j J �� �• •' 1.0 •' a• .••,.F ES fs'rfrftJt t111t�1'�\�� To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ai h Q E o g $ co Oems. O Co N_ ' 3 Lin ai CN M O V LL C J LL W Z-vrn jLLu W o a is rMC 0 W III,z1� ILW r°nO'O' m .�j NIL W ❑❑ UI M `� Z � M z � z o v U) a N '- V Lz �O w �tit r c d J3 _w W 026 ._ Q N°°NJ o co Z o o Z H N V 0 11 U I 00 0 COU ZN o � a0 wo <o ¢� a; NC C Q& mM Z - W O TQZ gZ 0 U T a W �LL O a Willa � u °z< °3 .2 C:) = jM J O rn M T � C:) Co T :3 T r 00011N Li. in LO O O N CN O Q o N r N r` f0 L 7 T N N U') o Z Z C E E B :? C a. U ¢ o C 0 JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 T.O.P.— — — — - HDR. HGT._ FLASHING DECO 1/2 33 SH SHUTTER EXTERIOR PLASTER 12 DETAIL ON FRAME 25 SH \\ 25 SH ,\\\ 2 2ND FIN, FLR. 5 z T.O.M.--- --— — — — — — — — — — T.--- — — O.M. GAR. ------ /ENTRY HDR. HG SCORED STUCCO 0 00 ip N (O FIN. FL [Kill] 1bU7U UVtKH1=AU UUUK Jut)t5 FRONT ELEVATION — A SCALE: 1 /4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS TEXTURED DEMENTITIOUS -INISH ON CMU SCORED STUCCO BANDS 12 5� 5 SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" SCORED STUt BAND; 1. 1'-6" 4 DECO SHUTTER SCALE: 3/4" = V-0" T.Q.P.------------------------------ ---- HDR. ----------------------------------- ------------------------------------------------------------------------------------ ------ CJ CJ EXTERIOR PLASTER ON FRAME 25 SH I. FLR. - - - - - - - ,--FLASHING - - - - - - - - - - - - - - - -I TOM._ 3AR_ _ HGT. ---------------------------- L — SCORED STUCCO BANDS ---\ 35 SH I.FLR.—__ I ---------------------- L--l-- CJ / WEEP ------------------------------ --- ----------- -- ------ TEXTURED CEMENTITIOUS er FINISH ON CMU 25 SH RIGHT ELEVATION — A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txtenor covering I R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 318" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. 4=kTK911]PZ 4 N (O o N d > w C to C.i N 2.4 Vl CV t Olt oc 3 ro eo w C" a r 'm o _� E ra o a 0 ' t r ✓ Nil N W U 0. O` z P t. �OFESSIO ,. 1881`°\eIN To the best of the ngmeers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E ccm,$ to 0 04 $CbID :t-- fA a �M0� LL MLLLL '� Z a as v o W p9 o W jf6Nc_n rR � CP m L Z Cl) ZN oU U W pp M V V Z N Z J T(1) O U' u .0 L o 0 Lij Ln l/I c �, � ') '„U {— 8 8 = r C � CD s� o W o LL E ot O m (.1 F- WZ 1 0 XU oa 0 o �U Z o E N fp oa o °d aZ w Z Wg �� {p C Z pY ho 00 ZZ Z MW gO N 3 3 qb W g� �S gU a W d W, y Z W (7 °d zlr _j U 3 .2 C) = >IM J Orn n3 0 T i Co � r r m Lid O O N � N N Q M T Z Z C E O E EC a ci JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 2.1 Il•Ir�iltn,ilY�l�l�li�il.� , _.�. JI�.,"�._, ��...: ��L...:L+.:�,,�,�.11�ili��lu�L:l�w1. r` a C10=1111 AG-Cl GILJIAfPII C IAICTAI 1 =r% AC r = EXTEROOF PLASTER FRAME TEXTUREC CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5L,<� ------------------- ----- 1/2 33 SH CJ 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME FLR----------------------------1------------------------1------ Tr) .M.---- IGT_---I-- FLR_---I-- CJ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = 1'-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = 1'-0" T.O.M. t./ ENTRY DR. HGT. FLR, General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txtenor Lovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N N r-� o N- - 0 6 ace o C 19 6..1 N - m x N = 66 m _ CIS H ti !V s N CJ �p ac 3 0' W d=.= ILI dE .5c •°' u d ��� �o '• Py � � ��1 a� y�J N U`'� OF LM S s �wk f,ttttlltll � 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 nth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q N N �+ Y 81 N N Q ENO qp C LL LL W �LLu a Lu o_�£ g co Z LL N N Z d !- J a ryILLL OU 9 z W ❑ ❑ R z N z Z n 13 Q v a U) tY ,^ (a)0 M z N o W V � W s I0 v I [y N 41 J3 W W L s U 8 c rn $ Q .o O • N s o W of U_ E �� <N n E VWX �� � a• oa r0 _ C,LOU �u ¢H 0O 0� O N � ai g z W�W w w ro ro _x Q Z m g0 Z Z c J ;8 >Z ZZ S g° W CL� v a g imd g 3 y0 J >M O rn Co O T�... Cr U) m N Lid ~ O O N 0) O N r n E T U.)Z Z m E O o p � JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 2.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR NEMA I 15o AMP/ 00 2AMP a14 to lights & outlets a12 to appliances and GFI i10 to WH R8 to Range p6 to HVAC METER MAIN U 150=z/0 200=4/in 2" Conduit A/C PAD DISC. GFI 200 amp 150 amp UNDERGROUND isoonnect SERVICE BY POWER CO. /I INTERSYSTEM 4 Bare Cu Ground Vl BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND w , 250.52 OF THE 2017 NEC. 1 V l GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 03,09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Elect, cal 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 vith 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 defi'1ed 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 sour,;e 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 bEirrier 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 inst 3Iled within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?,4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® 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 Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR ® SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) TV❑ 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN a CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED ' RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 1.5" VTR III 3" VTR I I I I I I I 1113" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER i SWITCH FOR DI POSAL I _-P'x___ N ITrWPKI i SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FlM \1,r—DB & GFI TO — — — — — — — 1101 ' BE ALIGNED VERTICALLY I I I i COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / / PER SPECS FIRST FLOOR ELECTRICAL PLAN ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I--------------------------------------J SECOND FLOOR ELECTRICAL PLAN cam+ Z� C O y ' w -a 7C7 W iV 0 n v o C= c tower, ,r cLLa m o •-Ln -a N L y w C lC Q "' N Y w y E c w o._.a f a, co is d w n 7 G.1 w i+ d C !_ � T -0 y d C E �o 0 N N N ILL N 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o - 8 0 .o Gp C N r � c' J LL W LI LL ll V 13 0 ,Q Z ax 0 W 2� Z L `r' N Z d zN O U 3 U W 0p (D Z N z � z z � � �N o LL" � U 0 W s N c_ d LU ~ E 8 I Q w Q O W M (M i 09 Z E Q o E N V �� s � � e oa UO r XU 0O OZ Z ar aZ Nto i to ag z2Z m� o C 5Y OZ Z � J ab �Z Z a z W 5 U �0 NZ xF CDw,� � 0 �p a ov R Z1°i 3 > M 0 rn m ro 0 � r O � T r r VJ m LO ~ O O I� N 0 N r N Q n 6 m T N o Z E 0 N d c re a •• U _j v Q c JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 3 w 40 IL O J fn N_ 4'-0" ROOF VENT y�q ` R 5:1� 2 SLOPE 5:12 SLOP H z ZONE-2 uj 0 Lu ATTIC SPACE O O 1170 SQ. FT. w o w CIL W y�A N_ In a. O fn r 5:1 SLOP I 5:1♦ 2 SLOPE ' W z z W > o Icr Lj I I T 5:12 SLOP OP,i O04 5:12 SLOPE♦ I ZONE-1 ATTIC SPACE' 316 SQ. FT, I I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 1 150.0 138.0 "NOTE"* GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: Y4"=V-0" N c fV d a � W ~ O r O yA. c0 X N <O C= i O N C-4 N 3: r E c aas p a is y m s� N '3' to z.- WN ._.� ` ✓ ! 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. t» W I N C) = O r- rz. 42 2szsZ LL di LLM 0 Q C J 5 w J LLL 5 d a P Z m C @2�_ 0 W�O_jO' Co w O N z Q F F �z V N OU Z W 00 U R Z �Np oQM Z i9 z� Q d N U)V) 0 W 0 W _Q C) V O—� W 8 ,N v Ly N I U L Lr J P— E �� o w M o Z U_ E ad 0 za CIO f— o oa wo ou � Z CD C1.1@ i ar o wo ao ww w� d = ro z Y m o o LL z Z Q) J aro �_ > Z ao W y. �3 z% Uri J > M O m rn m L 1"' O � T T T T Q N m LO ~ O O CV LO O o N �- N Q ai _ N LO c `m z � O a. E o m U c c JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 4 ° \ ♦ ♦ . - ♦' ° v , - - ' °, v 45 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN WI� W U.) Ill CONTROL JOINT DETAIL 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 12'-0" 13'-0" STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE 3'-5" 5'.2" 3'-5" 11'-8" 1'-4" TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 2'-6" x 2'-6" x AC PAD L ) TYP. @ #5's E.W. y S3 PORCH ■ II■ ■ ■ ----- rINDICAT ES FILLED CELL I -qa w 4 II w/3000 I CONC. GROUT 1 p o FROM F�R. TO BEAM w/ (1) #5 i- I I I REBAR ERT. ABOVE SLAB. I ■ UI I o TYPICAL @ ALL PLACES I 6-10" 5'-10" oQ 00 1 SHOWN. HOOKED FTG I I DOWEL w/ 17" EMBEDMENT - 1 w/ 25" E T. ABOVE SLAB. I 9 GRADE 40 STEEL i I C.J. I °P I HVAC CHASE �— 'v I BASED ON 3L1„--- '— — — ------ ■ LOCATION I PROVIDE 1 1/2" 1 I M RECESS FOR SGD ■ I I I co S3 REFER TO MASONSI o � SCOPE FOR WIDTH.1 c� III (D I I I ■ O ri ■ f C.J. ss TYP. @ 7 TWO C STORY 014'-1" 13'-8Y" 13Y2" MIN. 3000psi CONC. 1 10 SLAB FOR HERNANDO COUNTY ONLY. 3Y" MIN. 2500psi CONC. SLAB ■ I II OVER 6 MIL VISQUEEN 1 ■ VAPOR BARRIER I I I GG n.p U 71 s3 I ■ L _ C.J. — — 1 I — I C? v III 1 1 1 ►� I 1 `t CV III 1 1 I I rn ■III _ I_ J r I ■ I I 7,_3„ PLUMBING STACK I GG S3 _ o C.J. _ _ — � 13'-1" c° X-0" "' STUB UPin TO 2ND 1 2'-6" x 2'-6" x 1 FLOOR I V-0" w/ (3) I FOR A/C #5's E.W. --- — — — — — - r r A o /clkt; _ ! 1 C -3 1/2" K I l } z b w S3 S3 — — — 00 �z I 1 I N H O w I 17 9„ 9" ■ ■ ■ ■ O � U � 1 � 3„ o -L O m 1 0 z PROVIDE 1/2" X 9 1 ON! T-11" 1'-H ■ a ¢ n- 1/2" RECESS FOR ■ Ix z UO J FRONT DOOR Q U w V TOP OF CONC./ PAVER TO BE 4 �z ■ 1 w BELOW FIN. FLR. ( ■ —"' VI 1 I P,, Cb4'�l" 1'-4"x 2'-6" x 1'-0' w/ (3) TYP. @ 'v L #5's E.W. c� SINGLE I I I S3 r STORY ■ 1 1 ■ TYP. @ I � I ENTRY = = q U o s3 I o I I J I o 1 (2) #5 VERTS w/in S3 (2) #5 VERTS w/in 1 FILLED CELL FILLED CELL — — — — — — — — — — — — — — — — — —1 co V-8" 16'-0" 19'-4" V-8" 5'-8" z O Q z 0 z O Q z D 0 MONOLITHIC FOUNDATION SCALE: Y4"=1'-0" N N cV F— 0 � W o Mto N �-9mSK .r Cu-d Q yN ]G a> 3 ra m c a J 'J VIA o\rr1 U 0 i Ej rf Fii ll.t:1 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for Me structural engineering portions of the drawing pages bearing Engineer's signature and seal. 40 •}C�� N d C u� C w �6S » �040� N O � d: o Q rM V J LL W LL In �LL a "! @ C a Y C 04 W m 04 r' d IL ,w N 3 6 W f0 v ¢ a_ a U) U � 0 O w g � U � r ¢ 74 C W Q LL o. E E� z g� W� ?o cc F- ,Z8 70 S N gg ag C y{J m � owZ z Z WZ 8 U Nz Y F I� s� o� L O J C'7 O rn c� a r O T T r a LO O CV .Q Lo O N r C4 Q 6 cc N :3T H L0 c Z Z E Q t0 E c +d) c JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 5 1 q,_n" 1 v_n„ n CC ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78,58 —t� I \ 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 I I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: 1 SHINGLE: %s' EXP. 1 ey(3) or tY3 ' EXP. 1 016) 1 I I TILE: 1%2" EXP. 1 (-2/j6) H j I NOTE: 1 j 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y/g" x 0.113") NAILS 4 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2* x 0 131 ") NAILS OR ASTM F1667 RSRS-04 13" x 120") NAILS —T— 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF 20 TO 45 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.CA ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO —/ "—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O. . MAX LSTA30 EACH SIDE TRUSSES --/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING ' SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -1Od x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18)1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)114" 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 31/2" HUS28 2950/5090 -- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2)LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w! D SINKERS& (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 112" 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-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. IAI hit OR 2 PLY :ARRIER FX COINT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" N CV t c� ,� co N GO rs r- :P. W C:) M N C V CO c LA.- a 3 d GO Es . 3 cc � E _o 0 `o i r Ij .�� W 141 VVV s x iy �. ,oot �Rb A1tEMv� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E o 8 04 co �ieco 0 m coo A �2s N LL C J LL 2 LL W t1 SS a m c a' a 4 13 � g� o 1 Wc°n�pjO' m Z - E Z Q 04 MIL 11L_ ZN OU W OO z Q � a � - N z � -J •fJ � p O W 8 r^' y �N S ULU c a-- 9 Q —o o chi M � W Q so ZR A 2 <� x �O 00 z p_ O N � �z wo wz �� L M �� 4 0 m -2 0 YOLL z J �m sm � <� 8 0 o U W a U 3 zp oLL �w �k CD < �3 GIs � CDUj 10 a J cM 125 TT L O Co T T T LO ~ O O 04 ,— N Q ci m N T iii lfi c Z Z c E C)d E ® W c m a v U Q 0 c 3 JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 6.1 25' -Ol i (2) TYP. 19'-411 � 51 5 11 IS ENCLADD NG WIND PRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT ST2 AftND RSH WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 1 2e 2n 2r 3 3e 3r HIP 1 -35.94 1 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 —t\ I 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 I \� I � I 1 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: i Q SHINGLE: Y16" EXP. 1 I?%e) or 1%2" EXP. 1 OVr,) TILE: 1%2" EXP. 1 R16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t J 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tY32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/" x 0 131 ") NAILS OR ASTM F1667 RSRS-04 (3" x 120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF 20 TO 45 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 112" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H IFGTR 4725 3400 w/ (18)1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8"ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 21/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 *' 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 " 1335/2820 " 20 -16d x 3 1/2' HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095'* 1720/3125 " 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 1 3965 3330 122 -10d x (1) 5/8" ATR w/ 12" 1 MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" I EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C EPDXY EPDXY LGT2 14060-M 3770-F13500-M 3240-FI W/ (sz) 1bU SINKtKb & I LUGT2 13100-M 4520-F 131 00-M 3800-F (14) 1/4" x 2 114" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (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 1 1010 1 605 1 12 -10d SPT24 1 1090 1 1 12 -10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (--). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) Xt OR 2 PLY :ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A ev . a) T W r 0 o 'Ca. o C f0 C-:1 N T -%= 1= c N y O f0 Q N � O.) d m c c C2 c 3 ev L �dd-0 m du c o e_ � N E c a � i yy� Nib A - �1i Jr• e , CJ � 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. l• 4 E o c $ O N M0M ` W Z0 0 U-r LL to L LL d �C 0 Wr°n2pjO. _ m Z IL M LC) z° d J ,w N OU Q y Z W CIO 0 m _n Z N Z Z o Q 0 d c'i (Q w ro OLU �NCO w W "— U • o W Lc Q !3 3 g S- a0 E V Fa � oa C p C E X V apOi N a; L.. gg < a ¢W rp N c o z �Y o gE Z wZ a� W a Uom LLo aLL NW Er C> (O(�p iY w zq a _- U, M O, 0 ^, T L C) Co r T T T .-". Cr 0 N a. LO F-- `"� O O N O ,Q N � N Q r 0 N c z m E E :3 c a U Q J JOB NO: 22-06451 SCALE : AS NOTED SHEET N0. 6.2 ' �■I��rr�T Irt""-ar1111 �YalR491�l�1Q 1�'> I GENERAL IIISTALLATION NOTES 1. Provide full mortar heac 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 stin ups are welded to the bottom steel for mechanical anchorage. 8• Cast -in -place concrete nay be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings bases 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 intels installed in exterior concrete masonry walls shall have a coating of stucco app led 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 `ate ve cal oa Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRLTE, QUALITY, LOTTS 8F8-1B/1T 8F8-013/1T 8RF6-08/iT O O O O ,.��� ;• 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1 8F16-1B/O • © © © ® 0 8F20-OB/1T 8F44 1 B/1 T 8F40 1 B/1 T BRF40OB/1T 8F321B/1T ® © ® 8 FORM dt GROUT SOUR O /5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE - N.T.S. Mon =E= IN 0 U*T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 7 8F16— B/1T a tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 17TF 7905F intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5REBAR MIN. (1) REQ'D 1/2STEEL -LEAR ALTERNATE POWERS LINTEL ° #5 REBAR AT TOP °' ° GROUT5 MIN. (1) REQ'D -' �'•.1-1l2"CLEAR ° V4A 5 REBAR A r BOTTOM OF = r~a W w LINTEL CAVITY LOUO y w '' n wo o OTTOM Lu REINFORCIN3 PROVIDED If` LINTEL a a O inp cc cc u> p, p Q CJ 3 5 REBAR AT BOTTO - ¢ `i <� AS INDICATEDLB 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) B 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 I S 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 I -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 a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Ya"x1 J" TAPCONS OR TITENS -CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN T/VVALL tj-8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" (D O 5'-10" LL 13'-0" LL MIN.(E) 17'-4" LL LINTEL PLAN SCALE: Y4'=1'-O" O 8'-0" LL O 4'-6" LL O 4'-6" LL MIN.B 5'-8" LL V � v v O N o V w WJ dWJ C:;0 o t-i c_ o N — m CL- w o ,40 Y A ao o c c ,� E s a CO 0 3 c Y c o N O.� c E ry o C2 0 •.� c " ff// �. J `-' C 7Z4� 4 •���r�`.s�ei��l!1.�4i }�e To the best of the Engineers knowledge, IMormation and beAef, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) � $ v o o r Wcoo y/) �nZZ? M v +► LL C J LL \ W �tLLL a. d Z13 Y 0 W tm�G cm ILW NZ 0 d Z N O Ci y W 00 U ' Z_ gN Z o�3 Z C� Q Vi - N z C1 Q) U g �V) w W Y N m 7rM— W � ZM E a� a cc V o go Oa cwi ~ xU¢U Z N Cf6 `Y2 w o a L (� Gp o�zLL �> O J �� �_ U a W d i 3 n w �� �o �LL =3 J�( <I (oQp nI �I°d r U � J M d' � T O COT T r T Q ^_ W o L.L 00 LO ~ O o C14 0) .� 04 C. Q N r n T c Z Z E O E m a5 0 0 °� ¢ o I "; JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. 7 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVEF NING 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. C OT 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 CPTEGORY 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 NITH 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,'NHIRLPOOLS, 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 AID OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHE S (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 W,MPS 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 APPLIC4TIONS 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 O" HER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & AC1530.1-13, 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 & AC1530.1-16, 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 SO. 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" 1 Yz" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" TH►CK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OFT E CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE H E E WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Imictl n/sprinId systems includin all risers and splay heads shall n6t be installed wlgthin 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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, forms. forms etc., shall be made with permanent metal or plastic Permanent 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 rpinf II occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 ncrete ove and mortar along the foundation perimeter must be removed ore exteno,oftreatment 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 licensed before will be issued. a pest control company a certificate of occupancy The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. cam+ 0 0 U o. o O u a o V N m x N td v i •Q '� N ?aC 3 2 ca a�c d " cc d � o wa m = E a a to 0 Y k W ✓�r,A rti F'I l �✓ _ro UW VY 121. ( j�` ZC; .,CL0 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 - Resldential 7th Edition. Engineers signature and seal is orgy for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E (A 5 M iqI­ I-- a: y- f+NM v C LL /,4 -, W V -�LLLL W 11 Z t �°� a man � 5 _o O Wk°n � OCP m w Z co u'' M Z Q J K ILW Z a O U � c0 U 0 v Q _z z � zo v J U) to � CD u-), Id (10 w �U O w s to r~ �m tn CO CO u U c x ¢� � cn T M M z LL o �o sLL Z® EE �-nj °w 00 =z Z 8. a� 1Y COC z g�=LL O Z J33 7m aw im 89 Z W 3 NW r' z w¢ M 5 >O zla oil L O J 'M Ohi tM � r C:) CU T T in inLO �% ~ 0 0 CN O c CV Q N r f Lf) ? Z E O a U 0 Q p J JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. S N I IIIw rT�r�R1'� 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gaP 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAx1-1 /2" LONG (3/4%1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION N.T.S. METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH" **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 0 o o GAS METER 0 (V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR 4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stalking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM v7 w STD. 90° CONT. #5 BAR CONT. #5 I HOOK F BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # FLOOR 2ndDS Solid block all posts from STUU above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.} Small gap 2" min. 2" max. � 4 max. Q Clinch nails when possible Tight fit U 1� 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI 5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60sP 11-7/8" 2-8d 3- 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s8 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. 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-staddng walls require additional consideration. — 6rA 1Y2" ROUND HOLE MAY -� 6" r6CANT,LEVER BE CUT ANYWHERE IN THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 iv, 1'-1" 1' T 1' 2" 1' 3" 1-3" 1'-7" 1'-11" 2-4, 2-9r' 32" 3T' _ Any16' joist 12 120 T-U' 1'-1" T-7 1-2" 1!-3' 1'-9' 7-4" 2-11" 3T' 42"' *9' 6-4'SOMPA).-- _ _ 16 1'-0" 1'-1" 1' 2' 1'--2" 1' T' 2'-" 3-2' 3-10" 4-9' S' T' 6'-4' 7-2'�. 1'40" V-1" 1`2' 1' 2" "' 9-0" 4-9' 4-10" 6-11" 6'-11" T-11" 9-11" 24 1'-0'' 1'-1" 1'—T 1' 3" 2-6' 3-7- 4-9' 9-10" T2' V-4. S' S' 10-g' 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. joists meet over wall, provide minimum bearing for each. SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 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 VIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP JK A ( Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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 "TJ depth J I-JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM--' • ' • SEE PLAN FOR •• a .. • • FOUNDATION INFO ` e STEM FOUNDATION GRADE REINF. SEE PLAN I —I I_I—_fin �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ' SECOND H10A SIMPSON H10A ° • , (WHEN w/ (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE a a d e d e d: o PLUMBING LINE PVC OR SCH40 SLEEVE e SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE q e d / c° e e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE FF 7 d C [Al Al. a ea G v d 7f a se a s a SEE FND. PLN. SIZE & REINF. N � c 64 w WJ > w 9 o ' U ci a . O C 10 C.1 N - T LL d % O Q N.Y � a c>= u a e a 4, > w CL t� - � E �o L 0 i i OWN . cc \,0 � '`• • pp�� � s C'� • fu it 7 b C c n 5 ii 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 g 8 co S 0 ib � N 10 ig 6 to ANO'�' qp d: yM! �LL Q LL u- I wa 13 Lu c - o- 0 1 1p45 0 W m~ 8 2•- ow O'Oi NZa� ILz aU, N OU Z y W 00 Ur z 2 z � z J a N 's V) co T4--J _Z co M W W � a V 0 W 8 to c W � s U � c �I 0 o M W M i J EoR y c aE O E z® ♦— M R 3 a� O $� Q cv rEa CoC 0 oLL z N OJ < W 8 e wLL NW W mi (.0 zl�d cOi3 E O J M O m es O Co r— T r r L m 4-0 O O N ,0 � O .Q o N r N Q n E o (L E L) Q p JOB NO : 22-06451 SCALE : AS NOTED SHEET NO. SN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 `(TYP-) VARIES 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B \\ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z F'RE ENGINEERED WOOD APPLICABLE. v TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _2 HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) WI (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER > e HINGLE ROOF, SHINGLES TO e . EE IN ACCORDANCE w/ ASTM C17158-CLASS G or H, or ASTM'- D3161-CLASS F, IN ° ACCORDANCE w/ TABLE F:905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ —I RESIDENTIAL F:OOF SHEATHING - SEE I-CHEDULE- [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR :;HEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING IIIVEDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.01 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) T►'PE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 112" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FCUNDATION PLAN FCR LOCATIONS) 1x4 P.T. BASE NAILER 4")4" INSPECTION 31/4" BASEBOARD PCRT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB C•,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TC CUT BLOCK OR POUR MUNICIPALITY. CL RB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NCTE:EXTEND WlAXW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c Cy • y r • c Z 00 Cl) � o0 6 MIL VAPOR,/> — z BARRIER D• • = r COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14@1 O.H.D. RECESS PAVERS M • 4„ A.:. • °Q '. i • , T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEI3RESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS j,� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 7/1 5l8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH /11 TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR �" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 21`1x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5000' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" ,,, „„ IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS = 5/8 x 10 J„ BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE 2"04/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2" ATTACHMENTS 2 WWF OR FIBERMESH 6 x 6 OR FIBERMESH ` • .? 31/2"MIN. 31/2"MIN. 6 x 6 W1.4 x W1.4 ELEV. -0�-It 31/2 - 2x4 CONT. - ° A.F.F. p e , 1/2"(min.)-4" y �T 1/2"(min.)-4" N oot+ a oo GARAGE DEPTH VARIES r31'/2"'(min.) II11 min.) - 4" - c 1Luq - - — — — (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. - 4" m ,-41 8" GARAGE SLAB AT STEP B U.N.O. MIN.TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc_� @- rcC SCALE: 3/4"=V-0" S3 SHEAR WALL SCALE: 3/4 -1-0S3 SCALE: 3/4 -1-0S3 GON' oS�J tvo 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGs NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M0M co S LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 500#, MIN. TENSION 2600# ) W/ 10 10d NAILS ( ) SPACED EVENLY t" FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N _ TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH �, ASSUMED FINISHED #3 OR #4 REINFORCING BAR _ v o ° ' GRADE ;, III} �— ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e MONO OR STEMWALL Z M 4 ° �. ° FINISH GRADE o0 25" MIN. LAP 30"MIN. LAP [ ] [GRADE 60 MIN. Fy= 60ksiJ a g . — m D o 0 FOOTING MONO SHOWN _ G o0 w W ° 71. FOR CLARITY - — = .— 6 MIL VAPOR BARRIER °e ° - #5 REINFORCING BAR R 1 718" "' — =1 _ z A N Z .- — - - #5 LAP SPLICE NOTE: �, ` , -III i I i=III 1 � I � i I I I � • — (2) #5 CONT. - �- N > ° _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1,�„ 8„ *FOR BEARING WALL __ _ COMP. SOIL. (COMPACTED TO Laxx/— W/UPLIFT ONLY _ —_ = 95%MODIFIED PROCTOR ASTM — — —�.fi 10" (TYP.) D1557) — 411 1� 411 #6 REINFORCING BAR #5 STD. 90 HOOK -111- l -1 -III 11 l #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. rG SLAB INFORMATION. `S3 SLAB INFORMATION. S3 S3 SCALE: 3/4"=1'-0° S3 6x6W1.4xW1.4 .m- OR FIBERIhESA i.:i � @ Fir I�r � mGRADE� "'II�II�II�II�II�III�111�11�111� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" S O.H.D. RECESS s , N Cl) N rw 4" I .e• . 1 •~,. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM -410 INTERIOR a. . a• -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N M 6 MIL VAPOR _ BARRIER — SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.)� r WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR ' " TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN c ° (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & N ' CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g• z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M Cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD � INSULATION PER CHART z g SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN w � SIZE VARIES PER PLAN M CONT. BEAD SEALANT �Ibr,,, a > w/ MIN. (2) #5 VERTICALS 00 ? GRAD E >UJFILLED SOLID (SEE PLAN FOR = _ ° 6x6W1.4xW1.4 N ' � w SIZE AND REINFORCEMENT) 0 _= � = _ �• ,i � -- I I WWF OR FIBERMESH '- Cl) to z III- W ~ n. W W �-1 1 -1 . III — I'7. I= W ° �—COMMUNITY BRICK PAVERS or SLAB PER SPECS 80 � =' - • • • - z4 — 4" 14#1 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 _' 1� 111 i�- iHi '=� 1 FOOTING 0 I I BEYOND PAD REINFORCEMENT -.I I__ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N U � -o O a» � ... h s 0 c A V N — m 10 O L N ao y a+ m� agm a tr •— M 0 ..•. e�iP1E�ii4'�,�ff� t v V IV s�z,�``r'' .. ��. C-5 < 0 • Ov r `. f��ra rLr�l{t F6Zltl�,�a��rk�. 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 - Residentiel 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) FW Q � � 07 N m �NO� Q ik LL M v CJ LL W Z JLLtr' a rn 0- 4 C% W Nm 5� W� ' CDm W Z IL N M 0 Z J o� 0 W CIO z z o V J — tl z �� LL f6 V L W W � W -� O w W � z U • c Q Y � � ) �W z O 20 ° s® Q Q ao u �� Q Q Z oa WK Q XU j°U Z L K J <O g� mi FF u� 0 � aCD � LLLL U a �W W >M J O 0 T L O COT T T T m LO 04 cc)c .�] N Q N r n m T LID Z Z EO02) of n p U _j ¢ p JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. S3 (MONO) v W 0 i a Cn 0 91 3 Q N S. x r.� E2 CL 0 v d 0 N LO a N (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 3/4" FURRING STRIPS 2x6 / 2x8 WALL. BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2"GYPSUM BOARD CONNECTION SCREW OFF CAP (3" 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 1l2 MAXIMUM INTERIOR 1 HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN vAF:lEB 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE \ 5/8" x 10" "J" BOLT @ 24" O/C MAX \ W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK _ KNEE WALL ABOVE MASONRY WALL DETAIL MOIL FOR K/S4 SEA IN PI GARA TROVE GENE SLOP FOR[ BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN V EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1 ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT • • . • •- , .. •- • � . �Iso ■III I�I�■ �IIII IIII�' WEIN No IIII�' ■■Ill II I �ZI11 IIlI� �� IIIi NOTES: FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE \v R : (LCL1' / 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 �8x8x16 C.M.U. GARAGE DOOR_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE 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. S�cF NRpOh� N 2x CRIPPLES @ -� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -Ct VERTICAL JAM 518"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvnunnvn W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE " HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER '---(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. SIMPSON HTT4 TYP. DA00 U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 CO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (NP) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD f 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTX O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE_::� EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48. SPLICE STAGGERED /-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON Q SIMPSON SP4 SP2 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) I (4565# SPF) (5645# SPF) I (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT JXIED A.T.R. I & NUT ROOF TRUSS ABOVE /-- 2X BLOCKING INTO �(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON -BOLTS @ 24' O.C. #5 CONT. & RECESS SP4 SP4 M' FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. a c 2X8 P.T. BOTTOM P TE C MASONRY WALL 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 --10d NAILS @ 4" STAGGERED A 10d NAILS @ 6" O.C. STAGGERED NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10' "J" BOLTS @ 24' O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. 0 V d� 0 7 W o a� o C l0 V N '- -a CO ax t u. a N zr o damd _ = C cc 1513 ry L A. a� a d,=o 7 91t .� T E o a .o i Eafz{1��Y r v '•\ fir'. `� ` 0 ••a.-�, ,�� `r8r• rCCcr. �•y.�y1 ��\ �\ .JJa(�\\ To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within time 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. 11- E N 41 w 00 $ � �- W @ LL U. a z m c n 1 13J fY M ca 04 0 S io W to m T w Q Z N Zco ZN OU 0 W OO � z z z Q _ a Ln zC1Q) U s +-+ W W U W OLU g C/1 = m �N f0 �- s U � 0 ti 1! Cn M y� < U_ ff EE 252 3• E 0 6 a�. i0 U aUs O !7- S oa 0 = U Sm z <$ m�j co c a9 h1 0 oLL W zCn Qi 8� Q �z �c W > H Nw =G U - �1 2 miu a In 'M J O W. 9 T c� L O � r r T T . N U) m LO O O N CD .� 04 Lin N N Q Fz ui _ 04 _ c Z O y P3 o a o v ¢ o 3 JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. S4 � �}i� f�Gl� nlf• 'I h ' IIIII I�_�_ 9 �'L SIMPSON HGAM1( W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-? (2)16d NAILS--N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSHI - 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 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (,')10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 1Od GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7 ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OS D OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2x4 LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING `DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED • (2)16d NAILS W/ (2)16d TOENAILS 2x4'7' ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4'T" ON TOP OF PANEL (2)16d @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT wl (4)1/4"x1 1/2" SDS SCREWS TO -� » » » » MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J 130LT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24° GABLE WEB SECTION 2 WEB, USE IASTAM36 w/ (7) O.C. MAX) w/ MIN. 4 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET 55 FOR X-BRACING AND TOP " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2)16d NAILS WOOD TRUSSES `° to co ;0 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THEK(2) 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 O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. SrJ� IINIMUM 2), :ROSS BRACING 3EE PLAN FOR OCATION;) TOENAIL 1 (2)16d NA (2)16d PER JOINT 12" ISH SCHEDULE JTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION ("4� SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL) I LL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ F 1 Odx3" @ 4" O/C (2)12d TOENAILS — I I 1° L� SECTION g SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 010" - 3'-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 20'-0" MAX "X" BRACE SEE DET. J/S5 n 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL�_ 4 GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS ttj TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. a g NOTE: STOP 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) 'To' 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 rL� AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: —� ALTERNATE NON -DROP 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING GABLE END DETAIL 1 O BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL ,J TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. `15 SCALE: N.T.S. S5 SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION vvi♦ � . v�ry u.•v GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `—I;UN 1. IdtAMIN(9 " GABLE END BRACING DETAIL SCALE:314"=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. 0 CORNERJACK Y CL v¢ Cr w z cc 0 U HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C-1 r-1 C; r -.a to o CV -o d -a W o CD L.,c� i0 U N N f0 P i N N a 4 � Go ft �. cc 3 cc 2-=_C= �C" `2s C�+ r, o � U 0 OWN if •; v �. '—.1 �J :8 Q • v— a '• F I .� 4�OF ��1�'rfa(e/IIIt44di'nb�l� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a w r> 8 g (V v co 0 iq�'f M v # v 014 w J LL. u- w a 0_ Z a COca 0 o aW mN W �`S°' 0 m w 7" 'to on d ZN OU 00 W 00 z N � z� z Q_ Z tf 0 'S co W U O s U N r LU A5 , o c0 Mzo W z z E os ZO a U � o __® w °< 0 o� z g N N i ao m� C g Z z rn J2Sd aw �� wLL z �w W yz o � T -_ CO COzlaTU Fw ai 3 O i J(y) m 0 T i O Co T T T LO ~ 4-1 O O 04 O '� o Lin N Q N e-- � Z £ LO pp Z E ON lC N a U J ¢ o C '+ JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAFFLE INSULATION PER? - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8"DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN n 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & V O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: FOR UNDERLAYMENT REQUIREMENTS SEE R9 PRE ENGINEERED WOOD T HURRICANE ANCHOR @ EA SHINGLE ROOF, SHINGL ACCORDANCE w/ ASTM H, or ASTM D3161-CLASS ACCORDANCE w/ TABLE FLORIDA BUILDING COD (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH) - ON FRAMING SHEET FOR SHEATHING AND FASTENE ALUMINUM DRIP EDG ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHE ATTACHED WALL SHEATHING (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS ix2 NAILER J PLYWOOD SHEATHING JV NAILED PER NAILING SCHEDUL FOR MORE INFO w 7/8" CEMENTITIOUS FINISH PE APPLY 3 LAYERS W/ TOTAL TH METAL LATH. FIRST 2 LAYERS w LAYER 1/8" THICK. LLI= INSULATION PER CHART ON FLOOR PLAN B R S6 S6 --METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 87x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT 05.1.1 RUSS @ 24" O.C. MAX. CH TRUSS ES TO BE IN D7158-CLASS G or F, IN R905.2.6.1, E 7TH EDITION RS E ET SS TO E SEE DETAIL C/S6 R ASTM C. 926 ICKNESS 7/8" OVER 3/8" THICK EACH. 3RD BASEBOARD MIN. 2500 PSI CONC, SLAB MIN. PSI MAY VARY PER MUNICIPALITY E 6x6 W1.4xW1.4 WWF OR FIBERMESH _�-�-"•— _ �, FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL v 4"x4" INSPECTION PORT AT CC w a- EACH FILL CELL TYPICAL a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE '�I III \--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V4 TYP 2-STORY WALL ;.ECTION ,1 REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP W/(8) 10dx 1 112" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD � / 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL, /"\ SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS END SHEATHING TO )F BEAM OR GIRDER JE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" U.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'? AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED to FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °D SEE FRAMING WEEP SCREED 99 PLAN1:� ; it INSTALLED PER MANUF. .' 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS i. WEEP SCREED I u INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/37 OSB EXPOSUREI SHEATHING q;_ x PROVIDE x BLOCKING AS f REQUIRED PER p SECTION X-X IF 1 NOT FULL HEIGHT SHEET C Z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w x SOLID 2x y C BLOCKING Q ALL C SHEATHING 0 EDGES (SEE OPENING E I N X-X IL C xP_ rxw x — w l 2x STUDS BEYOND. SEE PLAN p L L N I �_2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I r-I r%1A'rl^kl f11AYN1'•1AAA FLOOR CONNECTION g MASONRY 1ST FLR. SEE J/S6 " S6 3/8" PACING 3r8" @ SCALE: 3/4 -1-0 FOR ADDITIONAL INFORMATION. S 34'1/2 S 1/2" " • • S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'4' "6,) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. —� 2X P.T. PLATE 110 Ifil'ifi, WAs /,,— SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH •.a. : W e �\ e (3) #5 CONT. ON W 8" 11-811 8" CHAIRW/ " IN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 N2 SPF TURNED VERTICAL wl 7116" FLITCH PLATE TO w/ (2)12d TOENAILS EA END, NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X SF p/�VpOw <"4N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 4FNi,I?/0, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM)" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANx". q) ? t'J NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL t7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ux) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL y ~ O O COMMONICES @ HEADER - NASHEATHING TO HEADER F m w/ 8d NAILS ,V O.C. 2 RIOWS @ TOP BOTT. N 0'4 M LL ~ @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O 0 MEMBER IF GABLE END LL LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • Sd NAILS FOR WALL SHEATHING MUST BE MIN .131 X 2 1/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT, PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1 AxW1.4 F `t WWF OR FIBERMESH 4. N .• Cl) -1 I I_I I I -I I I_I I• III-III=1 I I I I '°:: •. • .• .. �. .:. . .' M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS ISTUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE R z (3) # 5 REBAR ON 3" CHAIR �4" 1'-8" W/3" MIN. CLEARANCE J ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 U 0, m �c 7 W CD = o ci a o C fC G.) N -"mac c a N l4 m L iw Y ...Q. a-= CL •- .E, c c�i d d ro o T � a' .. N G'n E o a c.o CD ti,'J,, fFiaE�r a 'S'••* r�Jv lob a• < . U :• ��, •. C. P F L®_ . OEESS�"taP, l�flttiifttlll � 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. In F o a N N 01 �p 0 m m p) N JJ Lo 0) �a32 a U, QLLLL Lt wa 52 0 Z_ °7 0 it ' ", m ` W N Tz m w Z � m z d IL = N OU N W ❑ ❑ U' Z N z� Z f` a C U) CM4 In Z 9 - (1): CA W o V 0 ,,, g m m W U c � 0 ltM M W Z �-o a �o a8 < &� $< z o g Wj z tp N C _ ZZ a U N m o Off Z, Y Cn J N a' �� z o W U � 8 0 W� o yw 1.: aLL O a y0 mot' �w zI°d 0- U O J 0 rn T m ^, c7 L T 0 `„- rl- T T CT U) . N m Lid ~ 0 0 ICT CV 0 .0 N Q N 1"— LO z Z E 0 m E � w M a 0 JOB NO : 22-06451 SCALE : AS NOTED SHEET NO. S6 (MONO) 0 3 ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 13/4x11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " =1'-0" 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' JOIST STRINGER MUST MAKE FU CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D D WALL GLUED TO F 2x8 SYP 2x8 SYP 2x8 SYP 2x SYP CUT TO FIT BEARS IN WALL =2x12 SYP BEARS IN WALL `-2x6 SYP B-� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER % 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST TOUCH STRINGERS zANOT `- 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ NAI S) x 1 1/2" NAILS) / SECTION VIEW "A" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL SECTION VIEW "B" SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �4 -2x4 BLOCKING FOR 2x12 •2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2 t" TAPCONS @ MAX. 32" O.C. / ATTACH ALL COMPONENTS \ 1x4 GLUED AND OF STAIR TO CONC. W/T" X NAILED TO STRINGER 2" TAPCONS @ MAX. 32" O.C. / / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS R 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH G-1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ 2x4 PT NOTCHED INTO STRINGER x 1 1/2" AND NAILED TO FLOOR WITH GLU N NAILS) AILSS)) AT STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL —2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D—D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x•4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON oo AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED —v NAILEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS V SCALE: 1" = V-0" SECTION VIEW "E" SCALE: 1" = 1'4" 8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS LX4/GLUED AND NAILED TO STRINGER —� FOR DRYWALL SPACING H E SECTION VIEW SCALE: " = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI C—, NOTE: 2x8 DRYWALL STOP NOTSHOWN OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE:" = 1'-0" CONN. TO BOTT OF NEWEL POST PER CONTRACT a PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. L POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2X B OCKING 1 MTS 2 w/ 10d x 1 1/2" NAILS — VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" V C W Boa., o 9- N N cc C .a N - x " •3s ix. c � � o 0 �. Y Y d"f v �QO tr > {J �J N A fr:s�I R0FESSIO 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 stnnturai engineering portions of the drawing pages bearing Engineers signature and seal. W a o �8 C14 0 C 0.9 �� t» NNo- M -U,N fh 'Q S J , Q C J iz U_ W J ILLL 0. Z d °' ( Wr 2 CP w U) co Z d J ZN OU v W pp z � '- z z� Q N U) Z f0 W � V � O „, s N c Uj '® 2 _ U c • E C g d o0 ?9 oa fdU 0OV Z E L ry co C ¢p .0 s yo ZLL Q W Z J� o� iZ 0 W U7 � U � w� �o �zW Nw NLL J 2� M O , O ^` i TT Co C—) T r Cr N m LO ~ O O (V O N C Q N r ui N Z` N E O c z z c In E E 8i a U Q p JOB NO: 22-06451 SCALE: AS NOTED SHEET NO. ST 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2"DRYWALL DOOR JAMB (REFER -1x4 ( UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR PROPER INSTALLATION MAX.Mom' a DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. CONN. ' 1 X 4 1x4 P.T. �� FURRING �� #5 REBAR (TYPJ 3/4" PLYWOOD DECKING GLUED < ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ Sd @ 4" �� �� „ 3/16 X 3 LONG FURRING �� FURRING (2) ROWS 3/16 x 3-1/2 #5 REBAR AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED 3-1/4 LONG X 3/16, , ; TAPCONS (gyp) 6" O.C. EDGES AND 12" O.C. FIELD TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 STAGGERED @ 16" - BLOCKN SPACING 1x8 P.T. FROM EACH END w/ MIN. 1X8 1" DETAIL O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 0 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH n 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL f D. 90 HOOK (TYP.) STD. so° @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLIDHOOK (TYP.) BOTWEB FACE NAILS 10d @ TRUSS VERT. 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL i; ; NOTE: APPROVAL FOR CONN. 1x4 EACH END W/ MIN. TO PRODUCT ' ! LAP SHEATHING TO DOOR JAMB (REFER 2" EDGE DIST. APPROVAL FOR CONN. i '� %'i 'i � 2x8 P.T. w/ (2) ROWS 3/16" .7 I BOTTOM OF BAND ; TO PRODUCT /� ' ; ,/., ; x 3-1/2" TAPCON @ 16" 1x4 JOIST TYPICAL APPROVAL FOR CONN. (2) ROWS 3/16 x 3-1/2 ;, O.C. & 4 FROM EACH FURRING ;' TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. �� 4 FROM EACH END w/ 2x8 P T. ATTACH SECOND PLY w/ " NOTC @FIRST COURSE ' ±2 SIMPSON HGAM10KTA @ 12" O.C. 1/2" SDS SCREWS w/ (0)BAND 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ' ` F INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /411 DETAIL NOTCH WEB AT THE ±5^ FIRST 2 COURSES ' ` K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATIONKH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" ,r 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND SOLID W/GROUT ` 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT wl (4)1/4"x1 1l2"SDS SEE NOTE 1SB ol 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 wl (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUTOUT IN O.S.B. ON THE j ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE -- ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1n" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4 TRIM PAINTED FURTHER INSTRUCTIONS. ;•' •� I •. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4} 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. OVERRAN ' �., •:. :• CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ARCH FACES W CONT 2x4 NAILED TOL 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU "-- 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4"TO 1 1/2' 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD NRHANGS LESS THAN 3/4"- NO REPAIR REQ'D. OTE: FOR OVE 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED O.C.C. SCREWS @ 16" MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL USE (1) SIMPSON TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. .J MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 51-01' SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION W11H 1/4" x 31/4" TAPCON (11/4 ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE > B-B EMBEDMENT INTO ) PER NAILING SCHEDULE ALL e ° • �' !•• 9/4" MAX 2'-0" 8- STRUCTURAL SOFFIT All, #5 BAR 'o a 10r, ° • CENTERED W/ 2 • P BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH SIMPSON NAILS SIMPSON H2.5A DFO ** .' e • . . e 4 IN TOP o BLKG. &BUCK 2X6 TO 2X4 w/ (10) SCALE: 3/4" = V-0" () FOR ALUMINUM SOFFITS WITH SPANS • 1 X 4 FURRING 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER ► S . ' KNOCKOUT / �+ THE SOFFIT FL PA INSTALLATION CRITERIA CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d . NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING -- ' • PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) •'. '.' e . SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS AND SECTION DETAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 • CLEAN FILL • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .► DIRT 6 z TO BE INSTALLED 4'-0" MAX PLAN TRUSS AS SHOWN FOR O.H. UP TO 2 -6 " ?X O�c °ffTANDARD BUILT UP PLWD. BUCK - * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. ; • HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + 4FN�,T (2)10d NAILS @ 8" O.C. h #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + + TO TRUSS TOP CHORD FILLED CELL - • ; •� ; • ' � ' 8d NAILS � 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + . _ ., . ." N ., .: ., BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •: INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + •'�'�'� •�AS ANCHOR INTO ARCH BLKG. HIP. + + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO SUPPORT SOFFIT MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + 2X4 SYP .. SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ° �• CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NO'- BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 APER WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. 3"COVER g'_0" SCALE: 3/4" = 1'-0" SS 0 (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. O v SEE SHEET D2 AND THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° x e e ° SIMPSON HTT4 w/ (18)10d x 1 w —t v¢ REINFORCING AS FOLLOWS: SEALANT FLOOR PLAN FOR 1/2 NAILS TO STUDS & (1) - MORE INFO 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;`; :;' g° ° 5/8"DIA. ALL THREAD ROD F- g #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ' ;.;l '•.,... 6 MIN. LAP SPLICE W/ > e �� EPDXIED w/ SIMPSON SET' v z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL EPDXY MIN. 6" EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. ;=;: _ e.° ° 3" MIN. EDGE DISTANCE `. DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT A"" GRADE t.. . > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. = r� :;:}.::': 6 MIN. LAP p g °' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: "' REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS o SEE GLASS BLOCK INSTALLATION NOTES. C14 g o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL > . (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SO_ID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1 STORY) (3) #5 REBAR. (2-STORY) A SECTION I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" 1r LOD cV F— o U -o o > u, Ago -00'C /9 Gi N t3] N _¢ LA d C d Ncc s ac cc •� I N d co � NA. s o aC ro z ••; °�'�NiEtlli��Fisi�\� To the best of the Engineer's knowledge, information and belief, the structural plans and spedBcations 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. to W aE Ad! p� aaoo`ce Goo 6 n�� di M 'p 25z LL 14 ui 0 13J L l. LL S LL a Z s c, 0.00 ;@4 io 04 W 0 m Z LO MZ ¢ J Z w OU � L W ❑a 0 Z N z z z v cn t'6 W W � U O W �N W J C) A ¢, Y Off, 0c V N CD co �W y g Z E �2 Zo o E U �� oa O i— nj D �U UQ z N � i � Sao �w r0 = m� o oLL Z Q) N J J23 ym ism QW g aU WCI 0�W o O �o � �O >M _j O rn T C:) Coto T T T Q Cr o CV L0 to N Qi Lr) O N r CV Q r �,; � z z E O m E U Q p JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. SS Cot, NAI . INS' FOF CROSS BRACING DETAIL (TYP.)r1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADE DIT UATE BRACING IS THE MOST LAND G. 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 014 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 ANl' ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANLIFACTER 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 CEILi NG ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH ky PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ----/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKIN11a DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" -- (2) #5's CONT. T&B 'N/ -- #3 STIRRUPS AT 4'-0" WHEN DEPTH -- EXCEEDS 30" - GRADE_ 1 1il A PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'. 1 W - 41l H PORCH SLAB SEE _ N a FOUNDATION PLAN LU c Lu (n g Z (2) #5's CONT. T&B W/ #3 STIRRUPS AT z N T _ 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN j7 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND * _ SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE = WHEN DEPTH FOUNDATION PLAN - - EXCEEDS 30" T° 77 (V Z V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z O Q W J w w w INTEGRATE M PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2'. 1 W - 41l H PORCH SLAB SEE _ N a FOUNDATION PLAN LU c Lu (n g Z (2) #5's CONT. T&B W/ #3 STIRRUPS AT z N T _ 4'-0" WHEN DEPTH EXCEEDS 30" LOWER OR GARAGE SLAB V-4" SEE PLAN LARGE STEP DOWN j7 SCALE: N.T.S. SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND * _ SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE = WHEN DEPTH FOUNDATION PLAN - - EXCEEDS 30" T° 77 (V Z V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z O Q W J w w w INTEGRATE M SCALE: N.T.S. 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND * _ SLAB 1 1/2" (2) #5's CONT. T&B w/ 411 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE = WHEN DEPTH FOUNDATION PLAN - - EXCEEDS 30" T° 77 (V Z V-4" 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z O Q W J w w w INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I ' MASONRY KN COURSES w/ W/ (1) #5 CON T ASONRY PIER SEE FLOOR TO CMU BASE OR PLAN FOR COLUMN PER ELEVATION IF INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 . FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED I I MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY Ak SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN ^ (2) #5's CONT T&B w/ z CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" _ MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 11 TO DRAIN WATER -•�All KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 3IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE =F PLAN FOR MORE NFO SEE FLOOR PLAN FOR TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE PLAN FOR CANT. COLUMN SIZE & BASE t-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. q 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR TP FAA SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gk VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ;ib�9l Y2" CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES - 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS ; .- SEE PLAN FOR OPT. ° ° • ° . ° STAIR INFO. IF ".Aw CONCRETE STAIRS d FORMED &POURED MAIN HOUSE ° °` SLAB W/ (1) #5 EACH STEP ;. d A. . (2) #5's CONT. T&B W/ #3 STIRRUPS AT ° . ; 4'-0" WHEN DEPTH .- ,. .°.. ° ..a .. • .� .• d, ; . .: • .�° °. j EXCEEDS 30" GARAGE OR LOWER SLAB SEE PLAN L - 11-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N � w r a�O �o UO = cc .!2 �Rd>_ 44 O O R r d 0 N X W W Boa C7G v 3 ` cc N Q CC o a 0 w O Q'�v C O. �• .. • �v a f A O 1= E S'Sov������ %% 'oaf/f►1!lii1411\ 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. 0 W o A8 00 � 0 �_ m (a o n d: M o LL I14 12-, u. W V a LL U. w ll Z m e -o oc ;�n� 0 ILW r°nMQjm & a zZ OD N Z d J N O U c��i W O ❑ z � z z N c� �N z Q)LuLL OLu $ N c �N = u) i- N U 0 N o so o w ii E Z, E D� m $ go I @ X j DU z wo N �i z L 6 o m rp pp o z Zz N O < W fn J Fro gZ o� wo U We Nw. U �o � �o � c0 n �a ° 2a:0 O J > co m L T r-- O coWCrLO o ~ O O wit .Q 04 O r (V Q N n m N d m T Z Z E o a U � Q p JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. D1 (MONO) CONTRACTOR TO INSTALL SEE CUT #3 STIRRUPS AT 4'-0" _ MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 11 TO DRAIN WATER -•�All KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 3IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE =F PLAN FOR MORE NFO SEE FLOOR PLAN FOR TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE PLAN FOR CANT. COLUMN SIZE & BASE t-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON B SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. q 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F__� A SEE PLAN FOR TP FAA SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gk VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL �7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. ;ib�9l Y2" CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES - 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ Y8" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2 ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS ; .- SEE PLAN FOR OPT. ° ° • ° . ° STAIR INFO. IF ".Aw CONCRETE STAIRS d FORMED &POURED MAIN HOUSE ° °` SLAB W/ (1) #5 EACH STEP ;. d A. . (2) #5's CONT. T&B W/ #3 STIRRUPS AT ° . ; 4'-0" WHEN DEPTH .- ,. .°.. ° ..a .. • .� .• d, ; . .: • .�° °. j EXCEEDS 30" GARAGE OR LOWER SLAB SEE PLAN L - 11-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N � w r a�O �o UO = cc .!2 �Rd>_ 44 O O R r d 0 N X W W Boa C7G v 3 ` cc N Q CC o a 0 w O Q'�v C O. �• .. • �v a f A O 1= E S'Sov������ %% 'oaf/f►1!lii1411\ 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. 0 W o A8 00 � 0 �_ m (a o n d: M o LL I14 12-, u. W V a LL U. w ll Z m e -o oc ;�n� 0 ILW r°nMQjm & a zZ OD N Z d J N O U c��i W O ❑ z � z z N c� �N z Q)LuLL OLu $ N c �N = u) i- N U 0 N o so o w ii E Z, E D� m $ go I @ X j DU z wo N �i z L 6 o m rp pp o z Zz N O < W fn J Fro gZ o� wo U We Nw. U �o � �o � c0 n �a ° 2a:0 O J > co m L T r-- O coWCrLO o ~ O O wit .Q 04 O r (V Q N n m N d m T Z Z E o a U � Q p JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. D1 (MONO) SECTION GARAGE MONO 21 SCALE: N.T.S. N � w r a�O �o UO = cc .!2 �Rd>_ 44 O O R r d 0 N X W W Boa C7G v 3 ` cc N Q CC o a 0 w O Q'�v C O. �• .. • �v a f A O 1= E S'Sov������ %% 'oaf/f►1!lii1411\ 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. 0 W o A8 00 � 0 �_ m (a o n d: M o LL I14 12-, u. W V a LL U. w ll Z m e -o oc ;�n� 0 ILW r°nMQjm & a zZ OD N Z d J N O U c��i W O ❑ z � z z N c� �N z Q)LuLL OLu $ N c �N = u) i- N U 0 N o so o w ii E Z, E D� m $ go I @ X j DU z wo N �i z L 6 o m rp pp o z Zz N O < W fn J Fro gZ o� wo U We Nw. U �o � �o � c0 n �a ° 2a:0 O J > co m L T r-- O coWCrLO o ~ O O wit .Q 04 O r (V Q N n m N d m T Z Z E o a U � Q p JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. D1 (MONO) { { I I ( { i ( I { — — — — — — — — — — — — — — (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING. IS INSTALLED). SEE FOR 2 BLOCKING DETAILS :}--FLOOR SYSTEM SEE PLAN II i EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—,, G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. SEE FOR STUD JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR REQ'D TYP--7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. (2) 2x HEADER SEE PLAN w2x4#2SPF STUDS E m AT 16" O.C. U.N.O. I I r_TYP 6" A 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. U (2) 2x HEADER SEE PLAN F1 F SEE FOUND. PLAN FOR FTG. REQ. OSIMPSON SP2 w/ (12) 10d NAILS O SIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11)10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OD SIMPSON SP1 w/ (10) 10d NAILS OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / � JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c' I� ` r . FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9� SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL ® BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING —(2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE ` FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1 /4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @.2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. )R 2 PLY GIRDER CUSS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. I3Ox&_i Af$]2aWTvt A FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR COL. SIZE I i I wy I NAILING AREA (TYP.) (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER I I (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ T _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT 14. . . _\�� SEE FOUNDATION PLAN FOR FTG. REQ. s 2 STORY COL. GIRDER SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE 2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" `. TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] 1 SYSTEM 42 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ N PROVIDE 2x4 ON—� TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —y NOTE: PER PLAN PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 TOP SPLICE �� DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2SPF STUDS END OF x #2 UDS @ HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ 1-JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/13-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT! DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O.- 2 x CONT. T & B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. l .q N j W v O 'C. O Q a' C+ O A Go CV cc dog° Q 3C 1N d cc 3 dd� r 3. d =A , c E o 0 ,etittttttararr�',` ,.CIA CP .,. pt .: 10 ROF s`ov\ \mow #/ef/1111111111N"l�``\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E N 6 tm M F Co Lo a A L, S � di M V � LL a caLLLL 3 LL W a Y 0 W ��rnrn m Z MZ d Z N CD z z Q � a 91 N z " a� r„ (� w o a V O w $ �V) c M U LJ..I J � � Q c S o 0! M __j �=o f QE 0 `z oa N E o �. p Iz Zo o to N g= N a I Of �l a? - m CY v o �s .0 zz z J ¢ <_ Z Z Z ri N T $ ao �LL Z C co co O � d' M T L O CO T T 1� m Ln O O N O Ian CV Q N r ui m CC14 l� iri d Z Z E O € a o U ¢ o 3 JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. D2 LL_I, 11 Wl d 1_ 1 J11 1IiAL_ L FI'ITIR ,. Iih 11r l 'I'i 1P1 Ir.I�17' THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1)SEALANT AT 4 SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' 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 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 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 WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN 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 y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS SINGLE JOIST SELF -ADHERED - FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER 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 SELF -ADHERED FLASHING " \, 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 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 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 1'4' PER PLAN 1'-0" PER PLAN 0 SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 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 - (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. 3/4"-1" BEAD OF CONSTR. 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 SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. 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 - 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. it 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 CCEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDERImIM ' 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. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB &HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW Pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAtA PER 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 A MINIMUM 6" REEASE PAPER TO AD ADHESIVE SE AS OWN)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. -7 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. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in autters. -ADHERED FLASHING H RED FLASHING 1 2 4 5 a O_ w LU PLASTER STOP U) CONTINUOUS BACKER -' W M U ROD & SEALANT = W a D: W Lu W �° A a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o 0 DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 014 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 P. 0 - d � GJ ! w Cso C7 c f CS o.''` M C r9 6.1 (V .� ou. a �a o uo-+aN s tlf y N cc 'a Y a� y ! F i t'- m c = a r in d ao r. G C G � T H �- E � O d. V N O N r` CV! 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W a E 8 A8 (0 v o 0 g.�� ��ZL, 51 6 di Q Qj Cn r'i Lt a J LL L L W a a Z - a a, Y Co WIga,a, ILZLOM In I ZdJ N OU Z W N U Cl) Z N z Z � Q z ay-J LU U _ O w Ln CLI r� as� U E m 8 U • M ¢ 2 0 NOR � w M y �o a W m ao� oo 4 1 2 z® a E v� �z XU oa "o 'OO Z O O W oa o�q5 y i aSo w� N W ZCn J y N m o 0wo � 4 4 iw .0 Wz �w x p O ui� ax mi zla OO 3 e� > M J O, c� r O M r' T T T Q A Cr o LO L.L m 4-1 O N N Q C) N ,-- r ui W $ T N ii L0 c Z z E O �o JOB NO: 22-06451 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gaugel 4-112' x 41 f2' x 2-12" See Anchor 1/2e Dia. 11325 R,pa 1 washers / Self-1 kirtg Nuts Back Cross Support (May be cut to W) Bracket (16 Gauge) fl14 Self4kil ling Screws A/C Unit Bottom Edge Hurricane Strap (typical 3 in front) Front Cross Support (May be cut to W) Leh ROW (16Gauge) 014Self-Drilling ScreaesThruBrackets & Back Cross Support into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) spma6a,nsdlaos n ,eaansrbm as pmaaini inch -.6 Nuu,emc An araoc. Raleed Sai�Dmmft eWOA& rp00 NgYr[ fie eat Rollie Department of Business & Professional Regulation Page i d1 Building Codes and Standards 1215=1 Product Approval Application Detail >� Do moll � spa endn K&Lkane. lb yY 1$ t3QID&(ed F8Q Amrmel BggQ�g am ARlnrctlm 2020 Smart Vent Raduns, IN Mich" Gahsm Hermes F. Naero P.E. Lade Bowden P.E. 12Mr202D 12/t&2020 12r282020 Pppraad Carpay: eauavtl Canpaaems (877) 441-8360 PE-73776 (334) 3OD-1800 aubCalepdM• Produdd esae IntroduceRseutt of Into@erleMantcdn Nor Tec hnolopy coneillance Z.& P., .6. Report tan a Florida Registered Avdie«t we Licensed Florida ruiilzaerre�m. Professional Enolnea �( Redact Mam. IAmhr a lrrrr. $qdAaM,Onorlsdlap alai y ASSUuoll. S AoorovW f« oss A4xxowd 1, HW 1i IAItItlem0li for Use 1IkM 12111 eon 111"No Pressure 1 BmanVeM riodel a154G510 Dual Fundlen Flood and Ventilation Vent iMV1023 Yee Yea N/A e10011oo 2 &-rtV nt Model #154"11 Dual Funcam Florid and vemt.aon Vol 12rJ12023 Yes Ya N/A +100A100 3 srnartValt Made: M1540520 Inataarod Flood vent 120,12023 Yes Yes NA +t00F100 4 S W-11 Model M1540- 1 Insulated Flood Vam 12r312023 Yes Yea NIA e100/•/0o 5 SrnartV.M Model 61540-524 16iyd; Garage Daor Flood Vant 12MV2023 Yes Y. NA N/A 6 SmenVeM Mora: V540570 Wood Will Insulated Flood Vent 12372023 Yes Yes N/A .100E Igo 7 SradVent Model IN540-574 14.S&qud: Gang* Door Flood Vnt 12/3/2023 Yes Yes NA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dull Pager art tn4;2021 ssdne 121g8D or 992 art ode Pauft 2" MUS version 1llenuHNtYOC QMM Eoobm iLlama 1411111111 )hllaatln ?ate ERQABU" homam Hues. Revision 2020 Drexel Motels. IN. Jason Shunar Zachary R. Pier LOGO BoWen P. E. 1111MG2020 011492020 0=02020 101132020 Apposed Category: Roolhg (502) 30}1511 PE-74021 (334) 300-1000 atbCat gory: Metal Reding Isnumel.1111 xmetoom compMae Method: Evaua cal Report norm A Florida Regstered Architect or a Lin sed Florida Pror-slona Engineer Ei Qualm, Assurance Aporelrod fa Use AOroY/dr«Up kroact QIalaQ �tE Ralat Modat. Nurar « NartM Product Description Cou rad omirrlon oar InKm out" HIM a4w twd @1ffiln 1 peael Merl RooMp 9yslena DMC 10dNS, OMC 15088, DMC 17BA OMC 2008, 12r3117025 Yes No N/A *a-1ao OMC 5V Florida Department of Business & Professional Regulation Page 2 d4 Building Codes and Standards linos Product Approval Application Detail Entitle or Ap»� 20 im VV41 can Manufacturer contact Enoinaer& Ldanae validated IW Validated 8u� d F13CC Approved status Revision 2020 Thrma-Tru Corporston Save Jasperson Lyndon F. Schmidt P.E Ryan J. King P.E. 04M&2021 12312020 0422IM21 05062021 Approved Category. Exterior Doors lets 843-7826 PE-43409 (813) 7874666 aubCatell Swriging Exterior Door Assemblies sjasp-rillIah-hu- Compllanca Method: Evaluation Reportfrom a m Florida Registered Architect ore, Licensed Florida Professional Engineer FLa204OBaS Proft(ft - bta.E OualnvASIUrenOe r-rrlrset E-trs8an Abane4adferuse Aporoyedforalas na Ie DaHVHZ OUNMNVHZ 1e JaW Resistant Qeeltin 1 a. Thartrra-Tru Flber-C6aad and SmcUh-Star Nominal SLOG A i6quotlrtpeclaquot Opaque 12191r2022 No Yes Y" WA Composite Edge Fibrgesc Single Door (hoWng/OulsvAlg; X mrr8gura8on) 2 b. Therms-Tru Fber-Cheek and Snooty -Star Nominal 8&A39r,8 aquotIr pact&gUOt Opaque 12011=1 No Yes Yes WA Composite Edge Fiberglass Single Door with 9delhe(s) Onee(ns/Outewirg; XO, Oxw OXO configurations) 3 c. Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&#M.8 8quatlnpaclAquot; Opaque 12312022 No Yee Yet, WA Composite Edge Fibrglass Double Door Wth or wthout Sidelites 0nvMro1OUt9Mng: XXa OXXO connguretiona)) 4 d. Therms-Tru Fiber -Classic and Srnodth-Star Nominal 8&M3B4O gquotimpact&quot Opaque 12312t22 No Yes Yes N/A Composite Edge Fiberglass Single Door (InsWrglOutsuft X arfiguralloil) 5 A. ThermaTru Fiber.Crsrc and Snoc81•Star Nominal 8&AC#0 8qu0tlmpad&gtlot Opaque 12Wr= No Yea Yes WA CompoeRe Edge Flberylasa Sngle Door with sidada(s) enawngra,awrg; XO, OXor ONO configurations) 6 f.Therms-Tru Fiber -Classic and Smolt -Star Nominal 86413608quotlnpact&quot Opaque 12G11= No Yes Yes WA Composite Edge Fiberglass Double Door Wth or witout Sdetirs (inoning/CuryAng: XX a OXXO conngursdons) 7 11 Thermi Flber-Clesrc and Smooth -Stem Nominal 5&a94a aquatlrrpactli quot Glazed 12MV2022 NO Yee Vas WA Composite Edge Fitxsglase Sighs Door (I-Aing)Oulswng; X configuration) 8 In. Themna-Tru Feer-Cleseie and Snocai-Star Nominal 5111113:a 8quotlmQact&quot Glazed 12310022 No Yes Yea WA Composite Edge Fbrgless Single Door vAth SldelWa) Onswlg/Dutswrg; XO, OXor OXO configurations) 0 i, Therms-Tru Fiber -Classic and Smooth -Star Nominal 6&11011 &quoOmpad&quot Glazed 12312022 No Yet Yss WA Composite Edge Fiberglass Double Door With or wthout Sidelites -Onewing/OuteMnp:.XXa OXXO conlIgurations) 10 J. Therma-Tru Fiber-Crarc rd Smooth -Star Nominal BSN39;0 &quotlmpact&quot Glazed 12011= NO Yea Yes N/A Composite Eta Fiberglass Single Door (InoWnWOurWng; X confguraban) 11 X. Thermo-Tru Ploer-Classic and Shgottl.bter Nominal 8&M39,O &quotimoACtSqu0t Glazed 12312022 NO Yea Yes WA Composite Edge P befglass Slight Door with .rtdelite(6) Onewing/OuteWng; XO, OXor OXO Conf2unirtOns) 12 I, Thermo-Tru FIOer-Ggssic and S ootllSrr Nominal 9&43PO BquoFlmtret8qu0t Glazed 12ril/= No Yea Yes N/A Comporep Edge Fibrglass Double Door wth or without Sidelites Ormwdr@K)ulswing: XXa O)VO configurations) 13 m Therma-Tru Fiber -Classic and SrroothStar Nominal 8t"A dquotirrpect&quot Glazed Molded 12312022 No Yes Yes WA Open Composite Edge Fiberglass Single Door OnswirgiOutewi g; X ccnfigurabon) 14 n. Therm*-Tru Fiber-Crsrc and Smcom-Star Nominal 5909,8 8quotlmpacl&gtnt Glazed Molded 1231r= No Yes Yea WA Open Comports Edge Flaergla Single Door With Glazed Moded Open SdeSte(a) QneMrglOutswbg; X0, Ox or OXO Configurations) 15 o. Theme.7ru Fiber -Classic and Smooh-Star Nominal 68e219;8 8quotl mpad&quot Glazed Molded 123li= No Yee Yes WA Open Composite Edge Frerglaaa Double Door with a wthout Gazed Molded Open Sidelites (lnswng/Outcwingi XXa0XX0 oaifigurabons) 1a p. Thermo-Tru Fiber -loot. and Snoo)h-$ar Namin.l 8&aVB &q oil rrpacl&quot Opaque 12r31/2= No Yes Yes WA Composite Edge Fiberglass Sigr Door with Molded Open Sidetibe(s) 8nswing/Outsaing: XO, OX or OXO configurations) 17 q. Themm-Tru Fiber -Classic and Smooth -Star Nominal 66M39;8 &quotlmpect8quot Opaque 1231/2022 No Yes Yea N/A Composite Edge Fiberglass Double Door wth or Whout Gtszed Molded Open Sidelite r (InsvJrgn0utsWng; XX or OXXO conngureilexIs) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dettp Page 1 di 1r4=, ram L9ilY.pL J2Ya am 121a.Emilgg will ]yg version Manufacturer catoo a ucen" VrMrred e. validated aLtxrjtmd ldc9mirtglml Apg@)ag *AM Reuacn 2020 PGTlnduevba Jane Roso-Ill MIemHAde 6000-CER M6m1-Osde 8CCO-VAL liA941020 /02=20 1124n20 AWcuod Category; Estad« Doors (941) 4S&0100 (786) 3153500 subCaagmr. Sling Exlerla Door Aesemhaes Iro-Irt®pgemUatil- com all-mdhod; CrdAaaBen obi a usung on' g AmmovedfaUse Awrelndfor Use I,yggM 22111111110 ilea8 Hgdlt.gMdJef♦!m Gaggi[ munirellaefatt I,.blmz 171 bullet = 8299 t P--- 9 eGD-5570 (Large Media Impact) Vint elders Obas Doi ON1Aa Yes Y., Yea 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 Expa Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80s0 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 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) F1-8248.10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.41-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FI243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/--54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTiLA►TORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918,4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 it 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 iWA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NiA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pagel d3 Building Codes and Standards 1rAMZ2 Product Approval Application Detail ItM Version Manufacturer contact _ A r tense Validated av Sub FBC Apgoyffi Jos Revision 2020 Thermo-Tru Corporation Slave Jeeperson Lyndon F. Shcnidt P,E Ryan J. King P.E 0112312070 07/12202D 07P2WMD id13i2020 Approved catoey. Forest- est- Doors (SM 843-7828 PE-43409 (813) 787.8555 SulaCategory: SWnging Exterior Door Asserribies s1.ApersorothermabU.00 Compliance Moaned; Evaluation Report from a n'h Florida Registered Archrxl Ora Licensed Fiords JAU1110113M Prdeeabnal Engineer Produces same FRoduet Medal. Number or Name Preduet Deseneeen Ciantrad Exblration Aenmved for Use Data in NVHZ Aeoroved ter tfas Outside HvHZ igeact Rasigunt 21111111116 Pracauro 1 a. Tthrme-Tru Fiber -Classic and Smooth -Star Nominal e114M,8 &quotlmpad&quot Opaque 12i31f2032 Yee Yes Yes WA Composite Edge Fiberglass Dingle Door (1-wingfOurwng; X configuration) 2 b. Therms-Tru Fiber -Cassel and Smooth -Star Nominal 8&M3p:8 &qudtimpact&quM Opaque 12131)2D22 Yes Yes Yee WA Composite Edge Fiberglass Single Door with Sdolts(s) OnanemanOutsving. X0, OX or OXO configurations) 3 c. Thems-Tru Fibarr-Classic and Smooth -Bier Nominal 8&M0&quotlmpaetrquot Opaque 12/311202.2 Yea Yes Yes WA Composite Edge Fiberglass Double Door Wth or Wthout SdNBes (IrwMngfOutPAng; XX or OXXO configurations) 4 d. Thenru•Tru Rber•Crsai and Smooth-Srer Nominal 8841318quotlmpactill Opaque 12312022 Yet Yea Yes WA Composite Edge Fibeiglass Single Door OnslwnliKhth iving; Xconfgundion) 5 A. Thermo-Tru Rber-Ca..i.and Smooth -Sear Nominal 8aM3B4O aqutiompad&quot Opaque 12131r2022 Yes Yea Yea WA Composite Edge Fiberglass Single Door wth 5idelt►(s) OrarwrnglOubNing; )10. OX or OXO configurations) B 1. Therme-Tru Fibar•Classic and 9nocthStar Nominal 88019gO 8quothnpact&quot Opaque I V31 r20Z2 Yes Yes Yes WA Composite Edge Fiberglass Double Door vMh or without Sidelnee (inawng/OurWng; XX or OXXO configurations) 7 g. Therms•Tru F1br-Clecsd and Slrootl Nominal 88M3 ,8 Bquotimpact&quat Glazed 12GIr1022 Yes Yes Vas WA Composite Edge Fiberglass Single Door OmenilloiOuradng; Xcorfigurstan) 8 h. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&M38:8 &qu0tlmpact4liquot Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sddite(s) (Irawng!Outowng; )0. OX or OXO configurations) 9 dThermaTru Fiber-Claaio and Smooth -Star Nominal e&M.8 &quct:impaci&quot Glazed 12131120T2 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wet or Wthout Sdelftea (Iromrig/Outeo ng; XX or OXXO configurations) 10 J. Th arms Tru Flber-CWleelc and Smooth -mar Nominal S&M,0 gquot;lmpact&quot Glazed 12131/2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Onswirg/Oulft-ng; X con liguntion) 11 k Thsmea-Tru FCer.Classle and Smocth:Sher Nominol8&M o agtratlmpact8quot Glazed 12131MO22 Yes Yea Yes WA Composite Edge Fiberglass Single floor Wth Sidslte(s) (Irtawng/OurWng: XO, OX or 0XO configunshons) 12 I. Therms-Tru Fiber-Cissic and Smooth -Star Nominal 8aM3o;0 &quotlmpadaquot Glazed 1211r2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door with or without Sdslilee (IrmwngfOutswirg; XX or OXXO configurations) 13 m. Therma-Tru Fibr.Classic and Smooth -Star Nominal 8&A39,8 aquotlmpart&quc; Opaque 12131R022 Yes Yes Yes WA Composite Edge Fiberglass Single Door With &quotMlonlmpsld&qur; Sdetlee(s) (lnw,4WOut Mng; Xo, OX or OXO configurations) 14 n. Thelma-Tru Fiber -Classic and Smooth -Star Nominal BMW.8 8quotlmpactaquot Opaque I2131r2072 Yes Yes Yea WA Composte Edge Fiberglass Double Door wth aquotNon-Irrpacl&quot: Sidebars (InsWrQ1Outswing; OXXO configuration) 15 0. Thrma•Tru Fiber -Classic and Smooth -Star Nominal 8&#300 8quoOmpatrAquot Opaque 12112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &qudtNon-Im(wd8quot; Sidelde(s) OnsWrplOutawirp; X0, OX or OXO oorfturations) 18 p. Therma-Tru Fiber -Classic and SmootRSmr Nominal "#WO aqu0tlmped&quat Opaque 12r312022 Yas Yes Yes WA Composite Edge Flberglase Ow ble Door slth aquotNon-Imped8quot SdelMas (Inswng)Outswrg; OXXO configuration) 17 q. Thrma-Tru mbarCb..ic end Smooth -Star Nominal 8111,0AS aquotNon-Impec}&quot Opaque I=Ir 022 Yes Yes No WA Composite Edge Fiberglass Single Door OnawinplOutsWnp- X configuration) 18 r. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 68M*.88quotNon-Impectiquot Opaque 121312Q22 Yes Yes No WA Composite Edge Fiberglass Single Door wet Sidelltti (IrA;MnWOuhaWng; XO, OX a OXO configurations) 19 t. Therms-Tru For -Classic and Smot14Star Nominal 8&M3p;B&quctNon-Impact8quot Opaque Imi2022 Yes Yes No WA Composite Edge Fiberglass Double Door WN or Wbnout SdelDas (IrAAMng QuWMrrg; XX or OXXO Conngurations) 2D t Tlrertrta-Tru Fiber-Cissic and Smooth -Star Nominal 8&M3 .0 &quxtNon-Imprt&quot Opaque 1213120T2 Yes Yes No WA Composite Edge Fiberglass Single Door (Incwing)OuWMng- X configuration) 21 u. Theme-Tru Fiber-Caasic and Smooth -Star &M Nominal S9.0 quot Non-Impact%quot Opaque 12131riM Yes Yes No WA Composite Edge Fiberglass Single Door with SdMits(a) 0nswinld10utswi% XO, OX or OXO confla'retional 22 Y. Therma-Tru Fiber -Classic and Smooth -Sitar Nominal 81";0 &quotNah-Irrpad&quot, Opaque 121311= Yes Yes No WA Composite Edge Rbwglacs Double Door Wth or without Sidelites (InweimglOutvwAng; )((or OXXO configurations) 23 w. Therma-Tru Fibr-Classic and W1odhSter Nominal UM A &quokNon-Ir pad&quot Glazed 121311= Yoe Yes No WA Composite Edge Fiberglass Single Door (Inswirg/Outswig; X configuration) 24 x. Thenre-Tru Fiber -Classic and Snncith-Star Nominal 8LIW.8 &quotNon-Impact&quot Glazed 12/312022 Yes Year No WA Composite Edge Ria"Ies Stgie Door with Sidel ts(s) OnnW rigiOuteW ng; XO, OX or OXO configurations) 25 y. Theme-Tru Fiber -Classic and Smooth.Stnr Nominal 6&M38;8&quotNon-ImpedBquot Glazed 12r3l= Yea Yes No WA Composite Edge Fiberglass Doubts Door woo or without Sdelitas (InymnWOulaMng; XX a OXXO corfigurations) 26 Z Themla-Too Fibal•04sele end SmeofhSbr Nominal 89X3 ;O&quotNXin.lmpoctaquot Glowed 12r3lr= Yea Yes No WA Composite Edge Fiberglass Single Door Onswrgl0utirmV; X oonfigurattion) 27 m. Therrinzi Fi1a-Classic and Smooth -Star Nominal 8&4M;0 aquotNorflmpadaquot Glazed 12312022 Yes Yes No WA Composite Edge Fbergla s Single Dom with Sidelte(9) onswigl0utswrng; XO,"or OXC configurations) 28 zb. Thyme-Tru Fiber -Classic and Smooth -Star Nominal 8&M99A Squothlon lrtpaca&quot Glazed 1231= Yes Yes No WA Composite Edge Rbarglass Double Door Win or without Sideltes OnewrglOulsWng; XXor OXXO configurations) Florida Deperbnent of Business & Professional Regulation Bulling Codes and Standards Product Approval Application Detail Page 1192 i6r=l 226 Enttys PAIL MR ,2ttemem an 11M vanscn Manufacturer SotaM Enaneratlearss kinaLg xddlm RubMMQ FBCAmmval Agg®tg Ram ReNnan 2920 MI 1Mndoee and Doors Blest Burgs Luis Roberto Lomas Steven M. lMd1. PE Imar= Imana20 lon9m20 12115=20 Approved Clasper. Eden« Doors 17171385-33DO PE-62514 (717)317-8454 "Crepory Siding Exirla Door A4sembMs bsanpnill.k d.com Crnpliance Method: Evaluation Report tom a Flaxle Reasbrad.Ardiirut as Ucrosed Florio Prd...War EngwAr Quality Dramas Amrawdf«Ufa Nrroved for Use (mma J� it4M RaduUMom.tameratana Product n It In HVM Outside HVKZ Resistant Pressure 1 SERIES420AlUMINUMSGD SERIES 420 ALUMINUM SGD OXO 1201r2024 No Yea No WA 1453/4&qudx80&quot: NOWREINFORCED 2 aER1E6120ALUMINUMSGo SERIES 420 ALUMINUM SGO OX XO, XX 121312024 No Yes No WA 868qud2i808gaok NON -REINFORCE) 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12312024 No Yes No WA 145Y4&quotx68&quoI: 4 SERIES 420ALUMINUM$Go REINFORCED 8ERIE8420 ALUMINUM aGO REINFORCED OX 12312024 No Yee No WA XO. XX96&quotxmquof: 5 SERIES 420ALUMNUM SGO REINFORCED SERIES 420 ALUMINUM 800 REIWORCED)= 123WON No Yes No WA 143&gaa;x988grd; Florida Department of Buellnes4 & Professional Regulation Building Codes and Standards Product Approval Application Detall Page 1 d2 10=1 Calls Siam W 9A1 20 go mm version IllarrulMiturer Cadid fOMlnwa aerie validated air Valkided Jig s( epmwd Jig ROO" 2020 WryrrDatan, a dNsdn c(Ovemead Door Darr. Kanlsh Jahn E. Scat. JrRey P. Am-. P.E. 1011212020 09r2s= 102W020 12M6M20 Approved Crrwretlan (330)763.6121 PE-51737 (904)821-5200 onsarv: Eslana Duos dtemishoestate-008m.c au6Crwer- S.mu,al Exterior Door Aasrrelr. om C4epearra. raMod: Evaluallai Report man a Honda Registered ArchW a a Licensed Fields professional Engineer it" Ralst Model laalbr Of Name $WbtAtMlmra $ dq(pn ClIgg l Do, ,Use Aredfor Us, A�Jmmi m tmj Outside KVNZ ku= Itmislaul 21" IteeMut 3 BOOOA)t0020001105 9M39; Ms. viih. 14&M39; Max height, Clung 12312023 No Yea Yea .31.00F35.00 Available In tap or Ible nedlste section. 10 W00A)1000200M1123 18&e39; Max 11'inh. 148439. MAX hegnt. O:aang 121312023 No Yes Ya .30.00/43.50 ava)abie In top or Intermediate sedan. 11 6000181 DOM200 ai 124 188M39: Max width. 149938 Maxheighl. Glazing 1231 M23 No Yee Yea 34,401-38.30 suateble In top or Intermediate section. Florida Department: of Business & Professional Regulation Part on Bailing Codes and Standards 10=1 Product Approval Application Detail Se4ts Rsur or grit 2" Date pandrn Mill lygp YOIw Fax Ammvat Aalaayatl Httili Rewsin 2020 Curies Division ofAADG. Inc. TOM RAW UL LLC Troy SSI P.E. IZ11012020 I2V 12020 12r212020 APFri-d Categry: Exterior Doors 1641) 4M-2813 (954)947.0880 aibCrepory: Exterior Door Components tan.reaay(gasw.biay.co Compliance Method Cerlilliatlon &Mir aLbdng m Quality Assurance Aoriewdf«Usa Approved fa Use Im1S4L Dealer s.o a Raeora rem. tr.nbr a tam. ) (,gyp 21" t�traten oats In Hviii outsidei R-Maid ) --- t �7. 70T, T27, 747, T57, 7r7, and 847 Singleend Pegev s cal Flu0. Glazed, end Loued single and pelra or 12r312015 Yes Yes Yes WA Doors hdloe metal doors. Florida Department of Business & Professional Regulation Pagel a2 Building Codes and Standards i Product Approval Application Detail Code on L die ali Pats Pandino eats jypg V.-i- Manureturr 2E= AL yy gL YAWM tl Pao Ammesl �g HIOgn R4v10011 2D20 MI Wlndowsand Doorg arant swinger Amencan Archttedursl Steven M. Urih. PE 11M712020 11M72020 1127r2020 Apposed Crepay: Whom 17173 385-3300 Men.cuir-Association 1717)317-8454 tubCalegory: Bilge Hung tistinOerQlnsard- Covellaalea Mathod: Catdlodon Merin or LMehg Quail, A,MItmrm AgglogesugLiltal Approad Im use Imgxi 2M Iasi IUH1tt6 OWIdeHVHZ 8291= passure 2 185 SH S2x72 FINMenge Frame IG7SG Single Hung 1 ofil& 23 No Yes No "41) Lamindrl Gaea N 0CL N U �a Q O 2 .M C5 6-, � Al CD C6 Q(U O to O C O O W CU O ICU LL O ICU .11- cn Cn a) � � U/� o a CU .- ��Cn VJ Q a Z Z W J N � N N � U o a t� G tg 4..i N -_-�LLX C Cl- N r6 O ti Ui a, O J d ty t � V 3 3 CD 03 U N d C C 1n Q c � �o a � i E W Z U) CU O L O CL L U O L) CID e..e..e Ai F-- O LM W Q W z J z a J 13- SHEET NO. PA 1,0� 9 : a is t. -.. „ l,� l: - 1 r.. YollllliY �.si i YI Iz i --- - - - - - r. -- - - Florida Department of Business & Professional Regulation P.gs8d9 Florida Deperhnert Of Business & Professional Regulation POP orl Building Codes and Standards lr4*022 Building Codes and Standards 1a201+ Product Approval Application Detail Product Approval Application Detail 2291 adiN, or 20 Qft Dae9 PendkW 219 1m Y.arsim useftatim Eadhisher & Licamea Validated By WORM iligiseteig FBC Amrowl AApalmr Fatlhug art art ca. Pandpg Revision 2020 Thal a17 10wipaotion above.Jacperwn LyndonF. Scttmidl RF RyanJ. King; P.E. IWA1021 091113Q021 1G"1372021 12M52021 Approved Mg Vwskm lkmffatuw cat esdnarauerw yglidated 11h( V Oa1Md 2MORI fd FOCAmwvel Aporavd awl& Category: Exterior Doors (amU3-7828 PE-43409 (813)787-66% Mamatkn 2020 PGTlndualres Jens Raoweld MemFthode WCO-CER Ybrri-Ode 8000-VAL 11106029 11106121120 11111IM20 Apaoeod SubCdagely.&Mrsing Edeske Door AiaemMbs ejasperowlothermstru.ad cevpay: Nlnml: s. (841)48&0100 (78M 315.23" taawtW ndJsfsad 1 �pgti compliance MetiiOtl: Evakation Report home in 8utlCdapply: erkye Hung Florida Registered Arclu ect or a Uconsed Florida carou.nosr.hm- CrMatle ehM or LhenO Oln L; tmi Prdemww Engineer -- - -... f Ri Praducb Aoorevetl far Us :M= ;(�;! ROduct Yodr, tanbr a Wkna 91Iral:Awma Product Dissolution Covert Brlretlat bra a.uu agg(aVtl1R11u lmfaa 21rm �Z O"cb HVMZ ) Pressure sa PreedUet MOM. Numbr or Name Product Description Carlstadt Eao(roon Do" Outside HVHZ RBaletant Pressure 2 aH5300 (Largo total. knprd) Mhol ante Hung YAMWn n7/1D11025 Yes Yea Yes WA 1 a ThemarTru FbenOlewic and Snlodh-Star Nominal SIMIGRtS BquatNon-Impad8quot Opaque law/= No Yes No WA Composed Edge FibegiosSirigle Door (Inaoing/Oulwrirg: X-configuration) 2 1, Tham>&Tru Fiber -Classic and Smooth -Star NomIroal S& ,,88quoI;Non-lmFhoo quot Opaque imll2022 No Yen No WA Compoeaa Edgs Fib"" Dow with Side ite(s) Ons."VOupWng: XO, OX or OXO oonegun i-ho) 3 aTherms Tru Fiber.Chssle and Smoothasr Monodist 8843g;8.8quet;Non-tn"d&quok Opaque 12J3112022 No Yes No WA Fiherggss Composite Edge Doubts Door with or without 6idditee-(IrtawingAouteAing: )O(or O)= configurations) 4 d. Therms-Tru FiWr-C)assio and Smooth -Star Nominal 7&Nde,08qudttlon-InosdBquot Opaque, 12/31/2032 No Yes No WA Composite, Edge Fiberglass Single Door pre nstrwouti wing; Xconfiguration) 5 a Therme-Tru FBer-Ciaaeb and Smadh-9mr Nominal 7110M.0 SquCCNon-Inlpadaquok Opaque 12/31/2022 No Yes No WA Composite Edge Fibereloss Single Dow with Skdate(s) OnawinplOuaWnp; X0. Ox or OXO 6 f. Therms-Tru Fiber -Classic end Smloaur th-S configurations) Nomhd B&a39;084uotNorHmpwMquat Opaque 12)5112022 No Yes NIA Floridallo Deparanert of Business & Professional Regulation page f d1 Composite Edge Flberige s Single Door Building Codes and Standards 14=1 (IroWng/Oulawig; XconfguMlton) 7 p. Therms-Tru Fiber-Cbaaio and Smooth -Star NomnMl 8da89;0 aquottion4mpactai Opaque 12t3112= No Yes No NA Product Approval Application DOUR- Composite Edge Ftberglaes SinglaDoor with woolihow prtsvueg/(.k imorig; X0, ox'a OXO configurations) 8 h. Therms-Tru Fiber -Classic and Snot -Sher Nominal 690*,,08quotbion-Impadaquat Opaque 12IS1IQ Y12 No Yes No 141A Wmpdalr Edge Flberglass Double Door V t or GWI 1 a� all Bait no Without ar Sldae (Inawing/OubvAngl XX or OXXO 1SIgi )tralm awarsatude, modest raamserALl000hm YdMdadtar Validated iitegglif F8CAaemwl Agggnvot! �lWn 9 LTherma-Tru FtbanClssdo and Smooth -Star configuradoN) Nomi/alb&M39:6AqudtNon4mPacdquOt Glazed 121a1120i2 No Yoe No NIA. Attenuation 2020 PGT lnrkmeas. Jan.R.9-AID rAoml-r»de OCCO-CER Yrmi-06408CCO-VAL 11R5=0 111051M 11111/2420 pop0404 Composite, Edge Fiberglas S)ngle.Door cdallow vlkhd.wa. (941)48"100 (78ay 315-2590 OisWinpNutewsg; Xconfigurumon) Scat gicur. Flood JrosovskepgdnWsfesc 10 } Tharnu-Tin FiOer.Crsdcarq Smooth -Star Nor"" 6&539;8 &quotNon-Impad&quot Glazed 12731f1022 No Yes No NIA Cevi easnao 048md: CwWmOw Null auseng om Composite Edge Fiberglass Single Door Wth - SldNtte(8) (InsWng/OutsWrlg; XO, OX -a OXO configurations) Woks. A,- Am.cv.ei Ira 11 k Themm a-Tru Fiber -Classic and &olh-Ster Nominee] 8&M.*88quotNon-ImpaaSquct Glazed 1213112022 No Yes No N7A. §fig$ ProA t Yedd. NrarBvar Wnee in jtVII(j out" HVHZ Resistant Averends, Composite Edge Fibdytes Double Door vit or Wtoul Sktoll0s (InsonsVouteaing;, XXa 0XX0 5 PWd520 (L.M. Missile Inpad) Vlnel Fkod wndoe 04MI2025 Y. Y. Vas MIA configituration 12 LTheirma-TruFber-Oasg)candSmooth-Star Nominal I&JI9gB2;0 uatNon-i 8q mpad8quot Glazed 1213112042 No Yes No NIA Composite Edge I d orglaaa Single. Door ansk"gfou4wk7s; Xcontleuration) 13 m. Therme-Tru Fiber -Cleric and Smeoth-Sbr Nomkd 7UW;OJ1,quetNon­Imp..IAquok Glazed 12alrA 2 No Yes No NIA Comnpostio Edge Fiberglass Single Door with SYdetBa(s) pnairg/Outsw+ng; )0, OX aISXO oontqueobona} 14 D. Thermo.Tn) FRbI'-Classic and Sermth-Star Nominal .8&k3B:O&quotNon-Imp ct&qugt Gazed 12,31r;!= No Yes No WA Composition Edge Fiberglass, Single Door onaWng!outs+^tlng: x oomipupton) 15 o. Theme-Tru Fiber -Cheek and Smooth -Stour Nomse) BSY99;0&quotNon tmpogdgLmt Glazed 12131I= No Yes No. NfA Composite Edge Fbergbs She Is Door vddl Sidekte(s) (InswinalOuts rio., XO, OX a OXO FloridaDepartment d BUBih8B8 & professional Regulation Passion 1e p.Theme-Tru Fiber-Clawk, and:Smoot-Star mndguratlona) Nominal 5&#W;O&quotNon-ImpacMquct Glazed 12/310M No Yes No Nhk Building Codes and SNirldSrds tafmtt Composibe Edge FWerga&a Double Door W1t or Wenout Sidefites OrstrringlOrlpwing; XXor OXXO Product ApprovalApplication Deati configurations) 17 q. ThemrwThu Fibr-Ckhssk and Smooth -Sher Nwnksl 511IM88quotNoo-tmpact8gwt Opaque 12/312022 No Yes No N/A Cornpoalha Edge Flsargaas Single Door Whh Traraom (Insw0ng9ulawing; 0/)(configuration) 16 r. Theme-Tru FberClselo and Smooth -Star Nominal 8&IK39;84quotNch-ImpadBquot Opaque 4213112022 No Yes No NIA g2da Do Do Composite Edge Fiberglas Single Door Wier I= Vargas, sig GUM LW&N YAlin6 idwimm MIN" MAE= FFF AYE RIAU Sdaite(.) and Transom (IswingrOukring; OM: OIOX of OIOXO mrr8gurab" ReNalon 2020 James tarde.adkap9 Presidia. Inc. Chad pecks V. Andrew Tom John Southard. P.E. OIMV2021 12n42020 01)(MM2021 be FBC APpn 19 a. Thrma Tru FbaClsade and Smooth -Star Nominal ew*,88guotNon-Ingad9quot Opaque 123112022 No Yee No WA cia"MY: pamd WdM (909) 545-8350 PE9/682 (352)3W-2520 Composia Edge Fiberglass Single Dow with stbca ppir. soma: O.d.dkeroteehurneshrd Sddte(.) emnonwouta oirgF XO, OX or OXO CIhents�MdnoQ�)�4 abate Continuous Head and Sit configurations) Porldo a. u rt Floatl. 20 t Thenla-Tru Fiber-Cle ook and SmoMMSrr Nominal 88109$0 8guctNon4m rodliquot Opaque 12J31/2022 No Yas NO WA Professional Engmr Composite Edge FrMryiss SighDow Wit - naviesubrW , XO OX a OXO Sidelie(>) O Duo ug, , . Continuous Head and all configurations) i1aw��� � 21 aThem-Tru FlbarXisask and Sm�oth-Star a Nomisl SAM,$SquerNon-ImradBglmt Glazed 1V3112= No yea No WA lee P[9 ILLdi(tii Pressure Compensate Edge Fiberglass Single Door moth Side WW pnsoMWOulBWrrg; XO, OX or OXO 1 Cornplank Lop Sdig ibw-cerronl lap sting 12131flM Y. Yea NIA WA Continuous Hetd and 801 configurations) 2 Hw&Pk k Lap 81din9 iban-wmont lap skdng 12011AIM Yes Yea NIA WA 22 v. Thema-Tru Fier-Classicend6moothSter Nominal 88lKN:0&quMNon-Inpadeactuot Glazed I7131/2022 No Yes No WA Composite Edge Fiberglass Single Door with Slddla(al pnsW nWCutshv g: XO, OX or OXO Continuous Hand and SIN configurations) 23 w. Therms-Tru Fiber -Classic and SnwdM9ar Nominal.S&ikYO;88grxotNon-InpadBquot Opaque 12f31/m No Yes No WA Composed Edge Fiberglass Door Pamela vet Vonw sigdia(c) OnswingtOupwkg; XX XKXa XXXX oaf Ivrallons) 24 x Themes-Tru Rbar-Classldand Smooth -Star NommaISSOW.08qugtNon-InyaclAquOt Opaque 121 Ir= No Yes NO N/A Composite Edge Fiberglass Door Panele vdth Vented Siddta(s) Qnsxing;K)ubwkg; XK XKX or)O0o( configurations) 25 y. Theme Tm Files-Ciaslawd Smooth-Shr Nominal 8&iM:S&gUO7 NOW-Imptet&quOt Mooned 120112022 No Ys No WA CompmNe Edge Fiberglas Door Panels vft Vented edaits(sil pnaWngloutewig; )M XXX a)= Florida Department of Busin so & Professional Regulation Pape I of I configurations) Building Codes and 3ta rectitude 100=1 28 z. Thermna-Tru Fiber -Classic and Smooth -Star Nominal SB-O 8quatNon-Irrpad8quot Glazed 12131tim No Yas No WA Compslta Edge Fibergas Door Parole Wth Vented sdraa(c) pnsvAr gloumWAag; XX xxx or xxKK Product Approval Application Detail cormguni" 27 ze. Ttbrms-Tru Fibar-(2alsie and Bnmah-Star Nominal SaMS9;S&quotNon-Inpecdquot Glazed 12131/2022 No Yas No NA Composite Edge Fiberglas S:gk Dow with 3&0*, ) STdeete(s) pnsvoingloutenairg; XO. OX a OXO 0- 28 m zb.Thers-Tru Fiber-ClassicFiber-Classicand SmoohSar Nominal 6&rt9B;8&quotNon-1 �or 12r81J2072 No Vs N0 WA Dooith Doubts Door Composite Edge, Ftergas D 38#W08ideliees Onawing^Outaning; OXXO cOrfiguration) 29 za ThermwTru Filer -Classic and anhgdfn-Star Nominal INMIGRO 5q;414on-IrrpadSquot Glrpd 120112= No Yes No WA Composite Edge r-(barglgr Single Dow wtn 3AM0 Sidelie(s). Onew"go 3uvivol g; XO. OX or OXO 30 zd. Tlrrme-Tin Filer-Oaaaie and 5mootSYar oonrpuaddns) NomrW B&g3D;0.8quotNon-ImpagBquot Gazed 12731f2022 No sires No WA Composite Edge Flarylo es Double Door with 384Ki9;0 Sksliac (InaWngx)uawing; OXXO configuration) 31 Ze. TTrrms-TN Fiber-GSWe and SmootSar Nomtsi 7&930p&quotNoMnpwlEquot Shaker 12181R022 No Ys NO MIA Swissfbmposdes Edgo Gaud Fiberglass Single Dow With or Without l&t%;2 Sidelae(s) ordevinglOubAvsy;, X. OX XO or OXO cwniguslions) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/1512022 FLM6259 R31 QM gntly or go 20 am 20 _02! VkkrMOn Manufacturer Contact Engineer & Validated BY Mdarted submitted P&ndiDg. AR2[2M Approved Revision 2D20 POLYGLASS USA Maury,Alpert. License Jahn W 10J21WO20 larO 2020 FEIC 12/15r2= Category Roofing S9542331330Smalpertapolpglascorn RobertNieminen Knezevich; PE WO YSL SubCatiago - PE-59168 (954)772.6224 11/01/2020 ry Underia marts Compliance Method Evaluation Reportfro n a Florida Registered Architect or a Licensed Florida Professional Engineer Products FLA6291.R31 A,Sa)1 Produce Model. Numbo r. tar Noma Product Deacr lilan in WHZ Date ged l�m.�r ta +"'mo 1 PolyglassRoot Undrlaynlems Rooting urdenE(ymer f iWA1 072 No Yes WA 1 Polygla6s ROOUndedtyments(HVHZ) Pdygian roof undereymellts for use In FBC 12f23I2023 Yes No WA HVHZ Jurisdictions. 2 Polyglass Root Undedayneents(ndb+fVfiZ) Potirglairs roof underlayme:pn, lot use In 12r23!2023 No Yes NIA FBC nwo+HVHZ jwradidons. 1 Polyglass Roof Underpymems (HVHZ) polyplass roof undertaymeMs fw use In FBC12123'2023 Yes No WA HVHZ Fudadk:gors. 2 Poiygass Roof (Mdeday ntents (non-HVKP Pdyglass mod undefayments, for use n 12/232023 No Yas WA FBC. nonHVHZ )urledktlae. 1 Polydass Roof Undellaymrits (HVHZ) Pap)gtan roof underlayments far use in FBC12f23f= Yes No WA HVHZ judsidk6are. 2 Polyalass Roof Underlaymems (non-HVHZ) Pohlgtass roar undenaymat",for use in 12f23r2023 No Yes WA PRO non-HVHZ jurisdictions. 1 Polyglass Roof Undeday isms is (HVHZ) Polyglass roof undefHryments for use In F13C=2312023 Yes No WA HVHZ jurisdictions. 2 PolyglassRoof Undedayments(nm-HVHZ) Payglassrod undedapments,for use h 12f23r= No Yes WA FBC non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall 200 PMMWM 4WAI-MZ WA 4Nhv-= 5 WA 4WAI-MZ WA 4WAPMA WA •WAPSW paw I d2 109=1 ]!ga l>mfm magidMplia r�tdi lmbenteYllmat YdMaldBc YdaWW Fsul Aggayed titles Revision 2020 Yrek Inc, Finn inks ICC fivdoWongsrNP.,LLC ICC Evaluation Service, Oan VM21 090IMM21 00112R021 Approved calpwxr. 8arduref Compeer" 052)aoiFMS LLC. BWCdsooT muss P)fes asreldengimll.em (205) Sea-SWO 4:wpllwK&04tod: €Valuation Report Ban a Produe Ewlu"den Envoy ANA aLIWIWAslUrd . Aaaov.arrur AWFOV In HVHZ Quo CfeeUe tn1 4 godamt Dod n . Pressure 1 M1sms III go. high strength truss -.ad. Pat. 121312022 Yes Ye. NIA WA 2 NHEIGHS 18 9L author high slr"ngth (rose cnnedor plde 12r3l)=2 Yes Yes NIA NIA 3 MI 16 its ga. buss connector plate 12f31RO22 Yea Yoe N/A WA 4 MTi" 19 ga. high strength Das c rmiscor photo 12131/A022 Yes Y. WA WA 5 MT20HS 20 9L high stmglh Dais connector Pap 12f31R0a2 yr Yu MIA WA a TL1t. MT18 1s P.bus darn d.plates 4213+=22 Y.Yes NIA WA Ti,20. MT20 20 OL truss connector plates IUJI 022 sin Yas NIA WA andtv cor Date Pending Irat YJtdcn LNWULAlim ) ThfOrW IDI 1=Aalpmai Apmoat a" ReW.iah 2020 TAMKO outing Products LLC Kam Edon Report Nominal John W. Knersvkh, PE 1D04r2= OW2912.02D tan211020 12risco 0 Apprwnd cdepay, Ron" (417)8244W PE-52168 (a54)772-6224 6ubCrstorr. UalNoymeNs kerrl_edrtgtheffft oom cornppwt" M@Mock Eaarrarr Report tam a FlerMn Registered Archival are Unused Rasa Pmahesiand Fdhpnee. a.a& . -. Pro&,iYaiL Mwrbr ar Mersa its,, .. 9ailatAuut�ra AorwN! ua. Ansmod 111LIAN gulakes,HM for Use too t2 d- findideed PresouQ 1 TAAM Roof Unded6yrrana (H%Q) Raatundodaymanv for use In FBC HVHQ 06/man Yas No WA WA lrbdodNs. 2 TAMKO Rod UnNnhopnents (NON44") Roofundedsymont. for use In FBC nn44VIR 0B292023 No Y. NIA WA Itrls4cdaret. Florida Department of Business &Professional Regulation Paq / d1 Balding Coda and Standards 1roam1 Product Approval Application Dean aft tlaWr-gL ads 2M OdeFoouna Bra Dow Yesgn mxwmgum raYad leal)moLa Ifs Ya mmadE h kdgod F9C Reproved Apaamg Edfn Revisal., 2020 Lonwle Retire Jassy Jinn L. Sudmr, P.E. EtMn N. Unch, PE 1 VI32020 112312020 11f2&2020 dug FBC Awn Cd.gdr). Rooting (501)9934183 PE-31242 (717)317.8454 erWage 7Rodln9Acroswkathatrasn NeneySlo.anm.eom Inte(aM Pont arm Routine Scat m CDMIMvaM.hea: BMu.tkn Repdn ken s MorWa Reoi*redArdhded era tkmsed Fiaka Prde»(and 6rglnew 9arglbmr�t Araaawdfar Use, 8mroviedforUft M1ded gMlod AnAlganamm Qgduaimwgwnm I.MVKz outside MvHZ Egg" 8mlln 1 Wok -Aida DA-4 or TRt-Buhl Dods -Air DA-4 Low ProBe, Pahpropyhna Pledk, Rod Vent 12n0=5 No Y. No •97.5147.5 Mecheneak9AOodadto PlAvond Deek. Florida Department of Business & Professional Regulation Pagel Of I Building Codes and Standards 10/2022 Product Approval Application Detail figsi4 Ea{tOGpL $a Met Date Pending 2MR Tula Version Manufacturer content Enotneer& Lldens Whitehall By Vaildow SubinM&d PRO Aeeeowl Aaorovad Sputa Revision 2020 All Artarlo n Shutters and Goss Mks Barbiei Fronk L. Bernardo, RE Troy Bishop, P.E. 1012812D20 10/1512020 11J05f2020 12115f2020 Approved OMOW. Shutters (581) 712.OBO PE)1 4 49 (954) 947-0880 SubCa1190aly: Storm Panay nhlkeDQelvmerkenshulte CampliaaoeMetod:Eraw9onReport from a ra.co. Florida Rooaared Anchred at a Licensed Florida Professional Engineer El�liilRMiam Proeluat�} as # Product Mods. Number or Noma Clusu( mmace AneravadforLhey ApprovedforUs Prodiwt Dscriot an Contract Mrow"coo Dar to LIYHX out"& Invented HvHZ Ressant lean Prsssuro 1 24gs Galvanized Sea Storm Pasis 249a Gavanizend Spa Storm Panels 12f3lnO22 vac Yes Yes WA Fonda Department of Business & Professional Regulation P as l d i Building Codas and Standards 114=1 Product Approval Application Detag 2a am. or am net, Pending mat lfmlm lYNetagut cgd&a OMWoraldianM trudatdlty Yalidaw §Ubmmmd F&C Assumed Apataved auan ROM" 2020 Weyerhaeuser Rob addwin IOC evdueBon Sar-k.. LLC ve Ulm. P.E. 0= 021 10113020 02WM21 Approved eawow. abaWerd carrponants (253) 9248478 (608)B3s3289 subCargom EnO6nwed Lumber Rd.M.wldwn®wwyerhe CoepOarKre Mdk= BVdustion Report "on a a-.- Prodln EvaluaaenEnter lie, aiaYaYLiMt _ _ 5tA! Product Onnerhalon rrodudBrrmtimpdt In 11M 41t ah%ic R"hud PF"IM 1 Noncom LVL Lusted Winer Lumber 03r3111023. No Yes NIA WA 2 Panels. Pal. Parallel Spend Lumber 03/31R023 No Yas NM WA 3 ln.bae9band LSL Lenonavd Mend Lunbe 03I3lfM3. tip Yes Nek KrA 4 TJ Pom Were ShuWN Coronado, Lumber a Oriented attend 0mltt023. No Yes Rol WA board et. Board 5 %VvywheewwRnamro Oriented some Brim Ren Board 03111R023 No Yat NIA WA Florida Department Business & Professional Regulation Pray 1 all Florida Department of Business & Professional Regulation Ppr/ dz Butkaog Codes and Standards 1 5 2021 Bullring Codes and Standards 1far1g21 Product Approval Application Detail Product Approval Application Detail sslu dtLmnLa into dznDM PUNIM au sae Fmllra d8te Btu. oveatsndboa an lyga Ysodaa ll rgdra eminsc611we wM.d.e llaMMIW 116Ammsl human &otn mm Elam nam9lua[ IWLNWA low" &am= FAGBRRMaL Atmuw man Ravel. 2020 MI Wagon and Dorn Brent a iW Amnon ArChIMUrd Steven M. tAkh, PE loser2020 1Oge12020 10har= Apµwed Romsion 2020 W YeMd-Rd gears Brat stinger AMA- Ardrlo drat rMn Y Won. PE I Irzir 20 1I2212020 11f1&r1020 Appraad Cragory: Wndaes: (PI713M-3300 Menurclurm Assa:h5on (7M317.8454 cotegoolp.in" (T17)8�300 Menu+adturere Asr.eNM (717)317-5454 aobtalwry: Horizontal Slop baehger4.krd.com Ca9go bafn Mienioths CasrplMhos MahOd Crddedim Met; r using Car plirro. Mahal Cortifice r. Mack or Listig awl Aad-draeM-Minh,-reins p r .tlaIt 1. WVHZ � t1YiMMM Pit- riot PndtKtrodd. Meander or Hum Anorrewd nee Ilse.IBM Product In MVHZ QIItNY4,MVNZ gift Atorsom eLiffial. 1 H8196 Fin red Merge Forms 73-02lasuMvd gem OWN2024 Me Yon No m55l35 1 195 PIV 73. 72Insulated fiats 0403I2023 No Yea No .804144 Florida Department of 8usnese & Professional Regulation raga f d+ Building Codes and Standards 16=1 ProductApprovat Application Detail Dist l(ldm nwmdkdum Seatl Endoau,►dlehousa I(&ddd!t validated higaggled [&CAaM®rl Attmtnr agn Rvvieron M20 he W.dewsand Daps hantatilrew. Who R Lomas, PE steven M. Uneh, PE 1010812020 101060M tOI 0020 12PI&X20 Apw cod coryrle Wind- (117)3653900 PESM14 (717)317,W4 subcsagmy: ►tusaw (aan"Inlord.eom CWV nu Method EvaNWm Repot tan a FlOrtae Registered MfiReet ors Uconsed Powkk Professional Engioer aWAD(AfM IUM Agneavoiallatlisa1, NWHX Aaadvad>tr llr i� SW8 57���� Vna Wine 120112M4 M. Y Florida Depe thorn of Business & Professional Regulation Pa n Z d 2 Building Codes Rnd Standards 106=1 Product Approval Appacatlon Detail im Sam or 2" am nm Pending M I= yKlwn mNaglam ramA FndB KALLMOM mews" luuraiva iti&Mod fw6ammud AUMM ItN& RYAsJN 2020 A)aide Nick Thanpadn Lyntlan F. Sde.kk, P.E. Roan 1 Kl g, P.E 02n5M21 02n5Q021 021f7r2021 W31JO21 Appaad assessor. Pand Wok (330)9Z&2386 PE43409 (613)7914sm aebCdepo7• Scale Nhompsonfiliataida.eson C"D~Mdhod: EVdud)N Report min a Florida RegleakedAnchaedw we Uramwd Flodde Prctaabnd FJtpnaw '!L Produ4t Model Numbr e Marron ftwo d dwildon C.W-M matrdlon sit. of NNIL Outside NNIL R. Meet Pressure 1 L &qua2T&gJot Sofa Vents Bold 1,W Bolt 12131=3 No Yet No WA 2 b.&qudAHhece T4&qud: aoflrt Vent a add Vent Gala IV31R023 No Yas No WA 3 c. &quet reenbrM Vintage See oKI&M: Softer Vent or Sold VkPA Sara 12f31R023 No Yes Me WA 4 d &quat:(M&quot raft Vent a Salle Ywk1 Sam 1241=3 No Yal tie WA 5 n &qud.,Ghetter Da4quol; agft Vent or adid Vinyl aaa 12I3112023. W yes No MJA 8 L&qud;SLpw Spx&quok Sand Vent or SdidVlhN4 Seca 12/31t= N. vs. No WA Flofide Department of Business & Profiessional Regulation Pegs 1 art Building Codes and Standards term Product Approval Application Deati £dt lfmarr lira Boa IkTdaPending Bar! Must YaWga gageesim Srg= gagmrra_k-a xmmdmm 70d"W 46mw eacrenra,eal aumm am ReMdm 2020 I.M. lberlpep. Inc dins Thompson Architecture) Tory Christman zed" R. woo Seen M Won, PE 09n72020 OWld2020 0e1222020 1201.52020 APPrGAd Meals Cerpany(TAJMCO) (e13)7483456 PI&74mi (717)31748454 Cashew. RoNng. lnytgpmcvkooM9.oivn hbCMaguM. Rooting Acaasd+es 'hot are an Into" Part orthe Rcuang System Compliance NOW* EwMern Repntom a Flores Registered OrdrKal a a Uoshsed Flared. PrdetslNe) Engineer QlWft Assurance Agata)arr uu AWtprrr for uses IIIAatl > ala8 fmgwtmmmmwwgjgjkm moamummkft rsa2molummomam Ie t081i raedW= rtlmrtas Pat81LL I TAWO Flu Top o1FR4ge Vet sih ease to no 26 en slave roWvwMMW with loafs 0Q%aQ2s Yes Yet NA WA 2 TAMCO Oeossnodt Vert 26 0L 090mon No Yes MA eok525 3 TAMCO rOd-Rltlpe Red Vent Ydt Belle 28 gL"a roo/ventivtorwih Integrated bate Ow as Yea Yes MIA WA 4 TAMCO Round Tap Ott -Ridge Vet colt SBfAe for Tib 26 as. ask reofverdle dorwdb base oe082028 Yee Yes NM WA Florida Depariliert OF BLMlnese & Professional Regulation P.9.1 d3 Building Codes and Standards larm2l Product Approval Application Detail adLemma a" zm Shalm lelOt mad & L a ravegetated ®( Flat Aftanyal Amaaved 9tdtn Revision 2020 Baal. Fishing And -Rabb 14PI00 Unnimn EVelu~ GuyW.Vhlkr 1=42020 1100=20 JIMS P020 APProad cdegsor- Recent; (W) 306001 SeMes I.I.C. (205) 854.0/8o $LW.Mgory: Rasing Toes RdAnAndwaaxQbrsloo CrnpOrw.eMdbed: eddudlah Report Won, a m Product Musson EnMy . AMWWtoUs& AwrewdforUse -. 11Mlm m& Rss61de.1 LN QKUNmkdwmmh i0. ANa Otbu BNfik riasey- BMNs, ode, C stry r ad EaaNh Flat -Oster, CO Y WAS Than aamP; Load 17 SONY 600- awe. *48Amp: 901 Shake Fir Profile -Sim" CA 1213142020 No vs. MIA WA 1s Seaany NO -SW, Shake&amp; SplR Status FM Profit. -Risen, CA 12/3Ir"0 No Yee WA WA 19 dunyT00-ffieb, Bids &tmp:9plK shake Flat probe -&wktan, CA 121312020 No Yes MIA WA 20 2f aeaNy700- soak., Saw sate shake Ta)a. Eapna I Beaelcha Flat Retie-111100 CA 12/31r2020 High ProN.- Katy, TX 12/3V1020 No No Yet Yse N/A NfA WA WA 28 Vlll. L-Prdea-Kody TX 1213IRM No Y.. NIA WA Florida Deparment of Business & Professional Regulation Building Codes and Standards Product Approval Application Deep Page 1 d1 181=1 GM am= an art ouA gim art 1i t vomim mmulww L Conrad 1lasinsher ALSB1! %Wido &I )Now ? FJsc/nareval Approved am Aflmalke 2020 PST industries Jan. Refowad Mend-Oade OCCO-CER MamH7ade ECCO-VAL 11A18ii020 lli"21 11111/2020 Apprpm4 calapaY- wrnsoas. (941)4880100 (789)315.25N subcaaocry> tams )rosa✓dddpDpnduanesc Consul- reseed: Cancan. honk r Ceding rib . noalYaAserarra Accounted to, AemrgoadforUu knea germ Abel RrWet Yndrl rMhr at Mena Product oweription In HVHZ Otadcb Mvlrz R*dKwi )s. omr, 1 WlotgfwAil Doanand WbWe Aluminum teluaos 051282028 Yale Yes Yes WA Florida Department of Business & Professional Relguiatbn P.V l d2 Building Codes and Standards +emit Product Approval Application Dealt Most y4mm Wmumeburx cdntm emkowauconM waaedav YAL M4 AADJud FWAWtoyal Amur ar�n provision 2020 GAF Miehnol span Rawl remlnen Jahn W. Knszevidt, PE 0111"2020 0821/1020 logz 20 lZm6w2o Apaoed Cetaprr; students (600)706YI11 PE-Niot - (N4)772-=4 subCdsOorr•- Asphat ahnyes mdvhaged.No. Compliance NdhDd: evaluation Report moms Ror14s RegishoredArchitedor a Udwised Fbdda Pmraslonal Enanser Quality Assurance AYiov"fprU" Asrowefor WN blia6l. 2k= Ater Od,,t cheanrindon Contend aduliorotoak In MM o deli Iterelegart Plamgt 1 GAF Asphalt RWShisgoes Flowgas raklred 340. Irdnat.d. Seth and 121192022 No Yes N/A WA nipnkge esphaft shwgas Florida Department Of Busbies & Professional Regulation Building Codes and Standards Product Approval Application Damn Pagel at 1k12(121 Sed! d9dO or an an not t,aII4pp go TAN V~ mmuNdwnr ,cotot end- under W-HOAWevyrlar•d �mard PSCAmmer mid r�ii Rauch 2020 FIN 41 MMd Puoeuds Inc. Clark Jones James L Suchor. P.E4 8141" M With. PE OW712020 062E07D20 10"21320 12MEM20 Approed Coestrin Rootinng (904)783-0400 CBUCK Esalnesng (717)31744&4 tebCd.gwr. Roping ACdasegiN that live an darlrothemsncom PC--31242 Integral Partel9ee RN9ngeyavm Co plirka Mehwd; Evaluation Report from e Rnda RegtalmdArchl eadv. U-sed Floods Prdessinal Ers�ner Ancrada.for Lim AndrovriratM (01Pacr 2aft sag 3-r-LAMCo&ged;RV10RIdW VSN&qud: AduMnu a tee pikhed rove fobdnted 12/31 -an ads tatiMe ' et dmAksm Bso WAS from 0.02Y Al....m Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail P.O. I or i 1125e2D22 M 1!!Z! Vanessa Can= EntrinshiaLLIcianso,. Validated By Validated submitted PRO Areigenvai AparmWi SlrWa Revision 2020. :Global Protection Products, LLC. Tim Robhteon Welter A.' nt Jr., P.E. John W. KnsoMMICh, PE Oa'06/2020 09I080=0. IMU2020 12MUM20 Approved Catagmy: Shutters (954) 8119-7845 PE-44167 (954) 772-62U Subcaapeey: Stem Panels tim.robmson®pppentoam OomPliariee Matho l: Evaluation Report from a Florida Registered Architect: or a Licensed. Florida Professional Engineer I11"As PraduekModel. Number orName PrcductDeeorloucn Qygghe Ansup01s, OemradtExpiration Dab Aooreued far M A for Use 11114VH2 DuWdeHVHZ Jill= 129jgg Rohrislaral Pressure 1 20 Gape Galvanized Steel Storm PanskMVHZ Converted Galvanized Shaer! Storm Panals repined 12f3lr= Yes Yes Yes NIA or not by orarAca to promo hunberhs pkuection. 2 24 Gage Galvanized Stool Storm FamaaMHVHZ Corrugated Galvanized Steel Storm Panels reburied 12J81 r= No Yes Ys NIA or not by Mocks to pravida hurricane prrAedan. Fiords Deparlinent of Business & Professional Regulation pail Tdl Florida Department of Business & Professional Regulation Rope l all Building Codas and Standards +// Building Codes and Standards tnrmzl Product Approval Application Debit Product Approval Application Dealt fait Mnft or Bn fine paternalism Boa > entw K jam lira oft Pondm tart 7r0 l(Edm sYemom rmlrad godpwLiJA� Yd WAU& YaltgMr AWmm fJ Lmgmlg hmaw lain mhos 1 m*= ■owag (i ram= E2c1uffAllam 1(a did" YdW Ms) a seem t=AmYeYI AYaunr Itfan Revision 2020 Alas Stuart tblW ICC Evaluation rervtoa. LLC Whom M. Rnirl. PE 1013112020 10122nM 1w512020 /100fir 20 Approved Raviesn 2020 CNmerde) ConaoOa Prodtida.ka Rdxrt Gets Samuel A Gsenbar9 John Hay 1ZMfir2020 12119=20 12662020 ding FBC Appn Categmyc 30rudurd compovents MI) 710-33" (407) 861.1017 Cusppy:-aaudura Crrponeras (so) MO-s"7 PE-34245 05Z 569-5311 heca oss ry. True Flet.s detA.®atpinellw.dd. t- PI'odura Ireoalted as • RN"YII ofPnudgetafgxrNeoo.mn Conpllraa earned, Evaluation Report tom • TiHnnM. Nos TanndagA Fmwcl evol-atan eAty Corrplvflaa MNhoO: Eve)nulN Report moms ... - Plaid. R4gMendAmbr oity a U-sed Fiord. - - - - Professional Enysar Orlly A.Weyo Arg_rorWfarUw Agtraodfr Ur ark 22ft- .. Aw gg(jer Modal, aua--. or Wine Eraffi.thessericidlog Contrast Mu*ltbn Ddt In WMZ ouwd&ff4Nz f"gm Pressure 1 tTW BCGhwhe Higher Bhangbi JH &unp: e) Metal Canada Plate 12J311L>024 Y. Yes NIA NIA Amtddd7prlMa AmmYr wxu kagat GMIm 2. M 110 01ols Holes, RWv Meal Connector Plain 12131)2024 Yee Yes NX NIA au Product MOdtl. rrar.r alma Product Description In HVHZ Rallim Ilmaln 3 ITW BC04woe TNlca Metal Comedy tare I231TIM Ya Yes N8k NIA 1 Quality Precast a COmnordd Corrcrote Products Pretest and Prestressed Conerew Untab 051152024 No Yes WA WA 4 ITN OCGAAps Waves Metal CNnddnr Phase 12r3112024 yes Yas WA NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass I d2 6401021 2991, ln&w or RIM au WEePendind au AM voralgg ( &tiersvalidated 0, YaIWM$ JglonJlgg FNAD.M.W A-vd Aldln Afmutkn 2020 Apha Alum urn, ht. Joao so" Luis R. Lomat Slows M. Uddh. Pfi 11ne12020 11ne12020 112012020 Approved lYnday: Pons Wok (4071 WO-2008 PE-62514 01171317.8454 110Crapsry: Sloe .Iphaakmin minceyaho CmpAsnas Mated: Evdusdm Repot tom a 0.0m Flarld. Repkl.r.dArchkect or a U-sed Raids Raeadeal Enpnew Asonrowafruse AewowttarUa �.. (ham ANA WJLMM Praisingaglmmm In Wd%Z lhrt&M fJmi BMIaMs PaflYla 1 AyrBWUNnuma &Wnp: VeNndAJukrnum SOO10 Atha Aluminum adid&mp: Vented.Nurarn 071yl=3 We Yes No WA 4Mu JAmp; Wood 9aRm CMU Lamp; Wood May 27, 2022 Cl) j O U N O C- CLO t` O t_ I.. .� CQ U ­0 N CL N V O O O ca.L _O CD O O LL O .� -p O L F- CU .0 .a -I.& CD a Z Z W J > � O W \, G w;Z C3 ei C' o C O V CV Ca y G Li. d C a_ W d N O CL Me 3 o- Go in Lr 4Y ►,. d 1C ca �► C= .� T. ey) C.-92 C E N O d Y `o ee. Cn E CU `V > O L O CL Q L U O W O L ICU W Q W z J Z Q J a SHEET NO. PA 1. 1 • Simpson Strong -Tie 2020 FBC Approved Products Updated 12r,02020 For drect Inks to all 8ST approvals listed below, CLICK HERE For additional Imolrnanan regarding Horde's Statewide PrOCUCI Approval System and MsmhDade County Notice OtMoopterhoe (NOA). CLICK HERE. FL#235547 AMA Product Modal. Num bar cr NameNu��r orb i1Q11yg moll 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw FL#8589-R9 gee ! PmduM Model. Number or Norma Ppaduct Description 1 SD70'I12DBB Outdoor Awards Connector Screw 2 SD9112, SD9212, SDI 0112. SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SM12SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF2251Z SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCP271400 6 SDHR27400. SDHR27614, SOHR31400, SDHR31614 Strong -Drive SDHRCombo-Head Screw 7 SDS25112, SDS25134, SDS25200, SDS25212, SDS25300, SDS26312, SDS25412 Strong -Drive SIDS Heavy -Duty Connector Screw SDS25500, SDS258DD, SDS258M 8 SDS25112SS, SDS25200SS, SDS25212SS, SD62530OSS, SDS25312SS Strong -Drive BIDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SOWF2730 Strong -Drive SDWF Floor-to-FtoorScrew FLM 0007-R9 Sea / Product Modal. Number or Name Product Descrfotlon 1 ATR318, ATR1/2 ATR518, ATR314 Threaded Rods 2 ATUDS, ATUD&2, ATUDO, ATUD9.2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP3/8.2, BP1/2, BPI/2-3, BPS/8-2, SP5/8-3, BP314, BPW43, BPRTU03-4 Searing Plates 4 CNW318, CNWi12, CN1Vi51S, CNWT4, CNW518-112, CNW39-VB Coupler Nuts 5 CTUD66, CTUDe5, CTUDW, CTUD75, CTUD7e, CTUD77, CTUD87, CTUDS8, CTUDOT Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4, N5, N6 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD48, RTUD5, RTUDB, RTUD7, RTUD8 Ratcheting Take -Up Device 8 TUD9, TUD10 Taka-Up Day" 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tledovm System 12 URS6 5/8" Uplift Rod Run Tiedown System 13 URSB 3/4" Uplift Rod Run Tiedown System FL#10441-R8 AW Product Model, Number or Name P@4ygi Dalsorliption 1 DTT2 Hold-down 2 HDC1014, HDC10M Hold-down 3 HDQ8, HHDQI I. HHDO14 Hold-down 4 HDU2, HOU4, HDU5, HDU8, HOU11, HDU14 Hold-down 5 HPA26, HPA35 Strap -style purinn anchor 8 LSTHD8, LSTHDSRJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28. PA35, PA51, PASS Strap -stye punin anchor 10 FAM8, PAI23, PA128, PA135 Strap -style punin anchor 11 SfHD10, STHDiORJ Strap -style hold -dawn 12 STH014. STHD14RJ Strap -style hold-down ® Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3o2M Fa direct Inks to all SST approvals fated below, CLICK HERE For addtional information regarding Florida's Statewide Product Approval System rid Moroi -Dade County Notice of Acceptance INCA), j nrnr rn:ac 21 LB series hangers Top flange hangars available in width of I.9/16" and heights ranging from 6.38" to 15-1/8".. 22 LBAZ sodas hangers Top flange hangers available in width of 1-9/18" and heights ranging from 0-3/18" to 13-1IS". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to 6- 718" and heights ranging from O" to 33-112". 24 MEG5, ME07 series hangers Top flange hangers avalable in widthe ranging from 5-1/4" to 6- 7/8" and heights ranging from 9" to 32-112'. 25 MIT sodas hangers Top flange hangers avallable in widths ranging from 1-9/18" tD 5- 1/8" and heights ranging from 9-1 14!'to 24". 28 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from3.3f8" to 7-118". 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from i -9/16" bb 7- 118" and heights ranging 9-1f4'to 3T'. FL#10960-R5 Product Modal. Numtrrar or Norma 1 ABA44, ABA44R, ABA46, ABA46R, ABABB; ABA88R 2 ABU44, ABU44R, ABU46, ASU46R, ABU55, ABU5.6, ABU05, ABU86, ABU86R ABU88, ABU8SR, ABU1010, ASU1010R, ASU11212, ABU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABWBBRZ, ABW7.7 4 A04, A04R, ACE4, ACS, ACBR, ACES 5 BC4, BC46, BC4R, SCS, BCSR, BCS, BCS2-2/4, BC82-M 6 C844, C648, C848, CB88, C886 7 CBSQ44-SDS2, CBSQ46-SIDSS2, CBSQ86-SDSZ CBS086-SDSZ CBSQ8&SDS2 8 CC, ECC, EOCU Series 9 COQSDS2.5, ECCQ-SDS25$ones 10 CPT44Z, CPTBOZ, CPT88Z 11 EPBMAL, EPB44, EPB4e, EPBW 12 EPS4Z 13 LCB44,LCB66 14 LPC4Z,LPCBZ 15 MPB44Z, MPB88Z, MPB88Z 16 P844, PB44R, PB4e, PB86, PB88R 17 PBS44A,PSS48,PBS86 18 PBV6,PBV10 19 PC44-15, PC46-18, PC48-18, PC84-18, P056-18, EPC44-18: EPC48-18, EPC4&18, EPC84-18, EPC88-18 20 PC4Z, PC4R4 PCBZ, PCBRZ, PCBZ, PC8RZ, EPC4Z, EPC4RZ, EPCSZ, EPC5RZ, EPC8Z, EPC8RZ 21 PPB"AZ; PPB44.8Z 22 RPSZ FLA108fil Sna # Product Model. Number or Name 1 FJA, FSA 2 FRFP 3 01-1465, G1141", GH48.8, GH48.8, GH410-6, GH410-8, GH66-6, GH86.8, GH68-6, GH68- 8, GH810-6, GHBID-8 4 GLB6A, GLS5B, GLB5C, GLBSD, GLB7A, GL87B, GLB7C, OLS70 5 GLBT512, GSLT812, GLBT516, GBLT818, GLST520, GSLT820 e HGLBA, HGLBB, HGLBC, HGLBD 7 HGT-2, HGT-3, HOT-4 8 UFRIOSDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Boated column caps with W1 ranging from 3.114" to 9.11T and W2 ranging from 3-5/8" to 7-112" Screwed column caps with W1 ranging from 3-114" to 9.1/2" and W2 ranging from 3.5d8" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Past Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulem Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2e2D For direct Mks to all SST approvals Rated below,assessesseeasel CLICK uenc For additional Mkimiaticn regarding Florida's Statewide Product Approval System and Maml-Dade County Notice or Acceptance (NON. CLICK HERE. FJL*10446-RG AMA Product hbdal. Number or WameNum�r�Name PProd1LG�ri{tdiiii ii11319n 1 A21. A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, APVA8 Outdoor Accents Angles 3 AP844, AiP844R, APV686, APBBBR, APB88, APSWR, AP810% APB1010R, APVB44, Outdoor Accents Post Basis APVB44R,APVBSS,APV068R,APVB88,APVB88R,APVB1010,APVBID10R 4 APDJT2A APDJT2R-4, APDJT2-6, APDJT2R-8, APVDJT2-4, APVDJT2R-4, APVDJT2.8, Outdoor Acieents Deck Joist Ties APVDJT2R-8 5 APHH46, APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APL8, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Conran Ties 7 APLH24, APLH24R, APLH26, APLH26R APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z, CB7174Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z 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, H10A2, HI US, H14, HGA1D Hurricane Ties 17 HCJTZ Heavy Concealed Jost Tie 18 HH4, HHB Header Hangers 19 KSS1Z Kneo-Brace Stabilizer 20 L30, L50, 1.70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LSOO Skewatile Angles 23 LSC2 Adjustable Stair Stringer Connector 24 LSSJ26LZ, LSSJ26RZ, LSW28LZ, LSSJ28RZ, LSSJ210LZ, LSW21ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.56, LSSR2ID-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z: ML21OZ Angles 2S MMH8 Roof Tie -Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MMLU28-2 MMLU210, MMLU1211, MMLUI39, MMLUW1 Face -Mount Hangers 31 R90, RBCP Roof Boundary Clips 32 RST-3 Roof Tie -Dow 33 RT022Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, SECT; DTC, HTC4 TuussClips 35 TJC37, TJC57 Truss Jack Clips 38 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 Ua * Product Model. Num bar or Name 1 AHEP 2 DSC2R-SDS3, DSC2LSDS3, DSC5RSDS3, DSC5L-SDS3 3 GOIC 4 HCP1.81, HCPZ HCP4 5 HHRC2.2, HHRC42, HHRC42-2, HHRC&1.81, HHRC44, H14RC5.2513.25. HHRC5.3713.IZ 14HRC88 8 HRC1.81, HRC22 7 LRU26. LRU28, LRU21Q LRU212 8 LSU28, LSSU28, LSSU210 9 TBE4,TBE8 10 TC24, TC28, TC28 11 THA29, THA213, THA218, THA21&2, THA222-2, THA413, THA418, THAC418, THA422, THAC422, THA426, THA422-2, THA426-2 12 THAI1:81122, THAl2.06122, TRA12.1/22, THA M22, THA1322, THAI3522, THA1422 13 THAL422,THAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2-4-SDS3, THJM2-5SDS3, THJU28, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 20M FBC Approved Products Updated 124%=O MWFor direct Inks to all 8ST apprwYs Ided below, CLICK HERE Far additional Imamaaan regarding FlWda'9 Statewide ProductApproNY System and MerH43ade County Notloe or Acceptance (NOA), CL rCK wwww_ FL010466-R8 A29. Produck Model. Number or NamaNum�or Nam Prodi�S�Y�£�iiiii 1 BT, BTB, BTH Brick Ties 2 CMST12, CMST14, OMSTCI B Coiled Straps 3 CS14, CSIS, CS18, CS20, C$22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 6 CTS218 Compressfon/Tonsion Strap 8 DSP, SSP, TSP Stud to Plate tie 7 HI. H10A, H2.5A, H3, HO, H7Z, HIS, HISS, HIS-2, H16.2S HurricansTies 8 HGT-2, HGT-3, HOT-4 Heavy GliderTiedown 9 14624 Hurricane Tie 10 HSS2-SD81.5, HSS2 2-SDS3, HSS2.3SDS3, HSS4.5DS3 Heavy Stud Shoe 11 HST2; HST37 HST5, HSTB Straight Straps 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ1 SKTZ, HTSQ20KTZ Heavy Twist Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA12, LSTA15, LSTA18,. LSTA21. LSTA24, LSTA30, LSfA36 Straight Straps 10 LST149, LST173 Straight Straps 17 LTB20, LTB40 Bridging 18 LTS12, LTS16, LTS1S, LTS20 Light Twist Strap 19 MOT MediumG-edorTiodown 20 MST27, MST37, MST48, MSTOO, MST72 Stralght Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTASS, LISTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MSTO66, MSTC78 Straight Straps 23 MiSTC48S3,MSTCOSB3 Pre -Sent Straps 24 MST12e, MSTI3e, MST148, MSTISO, MSTI72 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MT624C, MTS30, MTS3DC Medium Twist Strap 25 NCA2x10-IZ NCA2x12-IZ NCA2x8.18, NCA200.16, NCA2x12-16 Bridging 27 RCWB12, RCW814 Wall Bracing 28 RPSiS, RPS22, RPS28 Repair Pkde Strap 29 RSP4 Stud to Plate Connector 30 SPt, SP2, SP4, SIPS, SIPS Stud Plate Tie 31 SPH4, SPH8, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, SS3, SS4,5 Saud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115: ST2215, ST8215, ST8224, ST6230 Straight Straps 34 TB20, TB27, TB30, TB36, T&12, TB48, TB64, TB56, TBBD Tension Bridging 35 TWB10, TWB12, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WSI08, WSJ 08C, WSJ 20, WB128C, WB143C Wall Bracing Product Description f CBH2.37x5.5, 0131[42.370.83, C13H2.374.75 Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Drag Strut Connectors Gable Brace Connector Hip Comer Plate 3 HGU3.03SDS, HGU5,25-S0S, HGU5.50SOS, HGU5.82SDS, HGU7.(XISDS, HGU7,25. Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62SDS, HHGUTOO-SDS, HHGU7.25SDS, Light Slopeable/Skewable U Hanger HHGU9,00SDS Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Truss Clip HHUS7.25MO Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULCseries hangers Adjustable Three Hanger Sized for Wonts Skewed Truss Hanger Multiple Truss Hangers 8 HTU25; HTU28, HTU210, HTU28-2, HTU28-2, HTU210-2 Multiple Truss Hangers 9 HU. HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUOQ1.S1/9-SDS, HUC01.81/11SDS, HUC 0210.2SOS, HUC=O4i-8DS, HUCQ310- SDS,HUC0410-SDS, HUC04112-SDS, HUOQ5.25%SDS, HUCQ5.25H1-SDS, HUOQ810- SDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJ0/2e20 For drect Inks to all SST approvals fated below,. CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice, of Acceptance (NOA), Sir rrrr HERE. FL#1148ti-R5 ,12" Product Modal. Number or Name Product Description 1 HHUS210-3,HHUS210-4 Joist Hanger 2 HRSB, HRS8, HRS12 Strap Ties 3 HUCQ210-2-SDS, HUCQ210-3-SDS, 14UCQ310SDS Joist Hanger 4 THGB2,THG63, THGBF2, THGBH3, THGBH4 Joist Hanger 5 THGQ2SDS3, THG03SDS4:5, TH001-112 SD53, THGQH3SDS4.5, THGQH4-SOS6 Joist Hanger 6 THGW", THGW34, THGW4-3, THGW4-4 Joist Hanger FL#11473-R5 Product Modal. Number 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, HF-TA40 Embedded Truss Anchor 5 HETALI2, HETALIB, HETAL20 Embedded Truss Anchor 6 HGAM10. HMO Masonry retrofit connectors 7 HHETAIB, HHEfA20, HHETA24, HHETA4D Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 GirderTiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, META18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM36, MSTCM40, MSTCM80 Strap Tie for Masonry 12 MTSM16, MTSM20, HTSW O, HTSM20 Twist Strap for Masonry FL 111498-R5 AK9 Product Description 1 DTTiZ Dock Tension Tie 2 1­1012, HD19 Bolted Hoidowns 3 1103B, HD58, HD7B, HDOB Bolted Holdowns 4 HTT4, HTTS, HTT53/4 Tension Ties e LTT19, Lmola, LTT131 Light Tension Ties &Ufi Product Modal. Number or Name Product Description 1 SB518k24, S87/8x24, S81 x30 SB Anchor Sots 2 SSTB16, SST820, SSTB24, SST828, SSTB34, SSTB36, SSTBi 6L, SST820L, SSTB24L, SSTS Anchor Boles SSTB28L FL#t3973-R4 ,,e99 Product Model. Number or Name 1 CMST12, CMST14, CMSTCi$. CS14, CS16, CSIS, CS20, CS22 2 HRS6, HRSB, HRS12, FHAS, FHAO, FHAl2, FHA18, FHA24, FHA30, MSTI28, MST136, MSTf48, MST180, MSTI72, SIMST27, S/MST37, SIMST48 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C 4 LSTA30, LSTA38, LSTi49, LST173, MSTA9, MSTA112, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTAO, LSTA12, LSTA15. LSTA18, LSTA21, LSTA24, ST292, ST2122. ST2115, ST2215 8 LSUBH3.25, SUBH3.25, MSUBH3.25 7 LTP5 8 LTS12, LTS16, LTS18, LTS2O 9 MSTA30, MSTA38, ST8215, ST6224, ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 10 M61`086, MSTC78, STS238 11 MTS12, MTS1S, MTS18, MTS20, MTS30, MTS24C, WS30C 12 $01.56, &SI.81, S/62.06, S182.37, S/82.56, S32.88, SiB3.12, SW.56; 3/133.62, S1B4,08, S84.12, SO4,28, SB4.75, Si85.50 13 SBA2.12J8, SJBA2.12/10, S1BA2.12112, SeA,2.12/14, S/BA4.18/8, S6A4.18110. SBA4.1&12, WBA4.18H4 14 S1HIA 15 SMD8S, SM08B, SMDiOS; S/HD10B, SM015S, SIH01SR 18 SAHDU4, S/HDU6, SIHDU9, S1HDU11 17 Sfim, SMJCT Product Descrntion Coiled Straps Straps 97 mil. (12. go) Heavy Twist Straps Straps 43 mil (18 go) Straps 33 mil (20 go) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mil (16 go) Straps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers HurridaneTie Holdowns Holdowns Joist Hangers Product Description Concealed hangers Face -mount (DU, DHU) and top flange (DHUTF) hangers available in widths ranging from 1-9/18" to 3.9118" and heights ranging from 9-1/8" to 23.15118". Face -mount hangers Face -mount hangers available in widths ranging from 1-518' to 7- 3W and heights ranging from 5-W18" do 12-718". Face -mount hangers Face -mount hangers Skewed face mount hangers available in widths ranging from 3- 1/8" to 5-1/8" and heights ranging from 4-314" to 15-314". Concealed flange version(HSURC, HSULC) avalable for all double 2,X and 4X models; only acute flange is concealed. Face -mount hangers Face -mount hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 2.718" to 19.114". Concealed flange version (HUC) available for all models having width equal to or greeter than 2-9116". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approved Products updated 12/3D MO For direct Inks to all SST approvals Isted below, CLICK HERE For additional intonation regarding Handles Statewide Produd Approval System and Mani -Dade County Notice of Acceptance (NOA), MUM 18 SI BV1.56, S1LBV1.81, 51LBV2.06, SdLBV2.37, S4-BV2.56, S1LBV2.e8, S/LBV3.12, Top Flange Joist Hangers SILBV3,56, S1LBV3.62, S/LBV4.06, SfLBV4.12, SiLBV42fl, S/LBV4.75, S/LBV5.50 19 S/LTT20, S/DTT2Z, SM1714, HTT4, HTT5 Holdowns 20 &MST80, SWST72 Straps 118 mil (10 ga) 21 SP4. SP8 Stud Plats T'les 22 SSP, DSP, TSP Stud Plats Ties 23 STC, DTC TrussClp 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector FL#13904-R5 Product Modal. Number or Name 1 CCQM3.82-SDSHDG, CCQM4.02-SOSHDG, CCQM5.50-SOSHDG, CCTQM3-62-SDSG, OCTQM4.82SDSO: OCTQM5.50-SDSO, COCQM3.62SOSG; CCCQM4.62-SDSG, CCCQM6.50SDSG 2 ECCLQM3.62G-KT, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLQMD5.5OG-Kr, ECCLRQMD3.62G-KT, ECCLRQMD4.62G- KT, ECCLRQM05.500-KT 3 HGUM5.25, HGUMS.50, HGUM7.00, HGUM7.25, HGUM9.00 4 LGUM20-2, LGUM26.3, LGUM254, LGUM2 -2, LGUM28.3, LGUM28.4, LGUM210.2, LGUM210.3, LGUM2104, LGUM46, LGUM48, LGUM410 5 MBHA3.1219.25, MBHA3.121i1.25, MBHA3.587.25, MBHA3.56M.25, MBHA3.56111.25, MBHA&BB/11.88, MBHA3.6&14, MSHA3.SWIS, MBHA3:58/18, M13HA5.50/7.25, MBHA5.50/9.25, MBHA5.50r11.25, MBHA5.50/11.88; MBHA5.50114, MSHA5.50(18, MSHA5.50/18 6 MBHU3,5d/9.25, MBHU3.56/11.25, MBHU3.56/11.88, MBHU3.5W4, MBHU3.6&10, MBHU3.56/18, MBHU5.50/9.25, MBHU5.50111.25, MBHU5.5W11.88, MSHU5.50/14, MSHU5,50/16, MSHU5.50118 FLiN3975-R8 Ow 9 Product Model. Numberor Name 1 SDW22300, SOW22338, SDW22438, SOW22458, SDW'22600, SDVmew, SOW22838, SDW22834 2 SDWC1545Q SDWC15800 3 SDWH1WOODB, S0WH19400DB, SDWH19800D8, SDWH1O800DS, SDWH191000DB 4 SDWH274000; SDWH278003, SOWH278000, SDWH271000G, SDWH27120OG 5 SDWS16212, SDWS16300, SDA616312, SDWS18400 8 SDWS19800, SDWS1971Z SDW522400,SDWS22500;SDWS22512, SD'WS22000: SDWS22800, SDWS229A SMS221000, SDWS221100, SDWS221200, SDWS221500 7 SDWS2230OD8, SOWS22400Dfl SOWS225OODB, SDWS22800DB, SDWS22800DB, SDWS221000DB 8 SDWS22312DSB, SDWS22512DB8 9 SDWS27300SS, SDWS27400SS, SDWS2750OSS, SDWS27600SS, SDWS278OOSS, SDWS271000SS, SDWS2712ODSS 10 SDWVI3400 11 STN22 FLXIW63-R3 JW Product Modal. Number or Name 1 AS 18. AS 18S5, AS 18S8 2 AS 2UHS 3 AS-20 4 ASHP Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Boom Hangers Product Deaorlatlon Strong -Drive SDW EWP-PLY and TRUSS -PLY Scram Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER H EXScrew Strong -Drive SDWH TIMBER -HEX H DG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (Interior Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SDWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Has -Head Washer Pmduct Description 16 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL#I5730-R4 AingProduct ModN. Number ux Name Product Desortotion 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GDPM-50, GDPM-75, GDPM 100, GDPS, GW-50, GW-75, GWAD0, GTH Goeattuated fasteners and assemblies 3 PDPA, PDPA-K, PUPA -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 Updated 12/3W20n For erect hike to all S8T approvals lded below, CLICK MERE For additional information regarding Florida's Statewide Product Approval System and Mard-Dade County Noble of Acceptance (NOA). CLICK HERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8r to 3- 9/18" and heights ranging from 4.5116" to 11". Concealed flange version (HUSC) available for models having width equal to or greaterthan 3.9/16". 12 IUS series hangers Face -mount hangers available in widths ranging from 1.7/8' to 3. 5/8" and heights ranging from 9.1/4" to 16". 13 LGU3.25-SDS, LGU3.83SDS, L6U5.25-SDS Face -mount hangers 14 LU24, LU25, LU28, LU210 Face-mounthangen 15 LUC26Z, LUC2102 Face -mount hangers 18 LUS series hangers Faoe-mount hangers available in widths ranging from 1-9/16" to 4- 5/8" and heights ranging from 3" to 10-1S18". 17 MGUZIV-SUS, MGV5.25-SDS, MGU5 60-SDS, MGU9.62-SDS, MGU7.00-51)S Face -mount hangers 18 MIU series hangars Face -mount hangers available in widths ranging from 1.9t16" to 5 1/8" and heights ranging from a-I&V' bo 19-110. 19 MUS26, MLIS28 Face -mount hangers 20 SUR, SUL SURC, SULC series hangers Skewed face -mourn hangers available in widths ranging from 1- 9118" to 3.9/18" and heights ranging from 3-1/1 it to 13-3/4". Concealed flange version (SURC, SULC) available for all double 2X and 4X models; only acute flange is concealed. 21 U series hangers Faoe-mount hangers available in widths ranging from 1-9116" to Wand heights ranging from 2.5I8" to 11.1/4'. FL.#IO987-Rs y4M&I Product Model. Numteror Name Product Deaeriation 1 SA series hangers Top flange h rgim available in widths ranging from 1 9/18" to 7- 118" and heights ranging from 7-118" to 30'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-616'to 7- 1/8" and heights ranging from 9-1 /4" to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" to 3- 518" end heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 13/4" to 3- 5f8"and heights ranging from 9-1/4" fo 24. 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 11"to 32-1 a'. 6 EGO series hangers Top flange hangers available in widths ranging from 35/8" to 7- 114" and heights ranging from 11.114" to 32". 7 GLS series hangers Saddle harrgam avalabis in widths ranging from 3-1/4" to 8-7/9' and heights ranging from 6-1/2" to 28". 8 GLTV series hangers Top flerlgs, hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from 11"to 321. 9 HB serieshangers Top flange hangers available in widths ranging from 1.9/16" to 7- 1/2" and heights ranging from 8" to 30'. 1 D HGLS series hangers Saddle hangers available in widths ranging from 5.1 X'to 8-718" and heights ranging from 10-112' to 21r. 11 HGLT series hangars Top flange hangers available in Wdfhs ranging from 3-1 /4" to 8- 7/8" and heights ranging from 7-112" to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1X' m 7- 118" and heights ranging from 14" th 33". 13 HIT series hangers Top flange hangars available in widths ranging from 2-&1 Wild 3- 9/18" and heights ranging from 18" lc 26'. 14 HUCTF series hangers Top flange joist hangers available in widths ranging from 3.1 /8" 10 3.9/18" and heights ranging from 5-3/8" to 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9118" to 5- 1/2" and heights ranging from 3.7118" to 15". Concealed Range version (H UCTF) available for at models having width equal to or greater than 2-9/16". 16 HWP series hangers Top flange hangars available in widths ranging from 1-W16" to 7- 118" and heights ranging from 53f8' to 26. 17 HWPH series hangers Top flange hangers available in widths ranging from 1 9l18 to 7- 1/2" and heights ranging from 5.3/8" to 32'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-9/18" llo 3- &8" and heights ranging from 9-1W to 10. 19 JB series hangers Top flange hangers available in width of 1-9/19' and heights ranging from 5-3/8" to 7-1W. 20 JBA series hangers Top flange hangers available in width of 1-9116' and heights ranging from 9-3NS"to 13.1/8". Simpson Strong -Tie 2020 FBC Approved Products Updated i2/30=0 For erect inks to all SST approvals lied below, CLICK HERE. For additional irdarnadon regardig Florida's Statewide Product Approval System and Mani -Dade County Notice of Acceptanu (NOA), Cn W M. 6 SET-XP Adhesive Anchorfor concrete 8 Strong -Bolt 2 (ST82, STS2.4SS, STB2-dSS) Strong -Bolt 2 Wedge Anchor for concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-HBSS, THD-CS, THD•CS8SS) Then 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) Then HD Threaded Rod Coupler for concrete 9 Tien HO Threaded Rod Hanger (fHDB25168RH, THDB3715SRH, TH037212RH, Titan HD Thresded Rod Hanger lot conc(eta THD50234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-R8 JW Product Model, Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Sbong-Bolt2 (STB2) 5 Tito 2 (TTN2) 6 Titan HD (THID-H4SS, THD-1­18SS, THD-CS6SS) 7 Titan Turbo (TNT) FL#lGW-R3 j}gU Product Modal. Number or Name 1 X34BIOIMK,X1S1018,X18101S-4K,X01SI018,XQ1B10164K 2 XL0114T11224, XLQ114B1224-2K 3 XMQ114S1224, XMQI 14B1224-2K 4 XQ114S1224, XQ114B1224-2.5K X114SI224, XQII2S1224, XQ11281224-2K 5 XU34S1016, XU34BI01MK FL II5320-RO Sea it Product Modal. Number or Name 1 DSSCB43.5, DSSC646, OSSCB48, DSHS 2 FC843 5, FCW.5, FCB47.5, FC849:5, FCB411.5 3 FPHS034SIO16, FPHSD34B1018, FPHSD34B1018-5K, FPHSD34S1214, r-PHSD34B1214, FPHSD34B12I45K 4 LSFC2.25, LSFC4.25; LSFC8.25, SFC225, SFC4.25, SFC6.25 5 1 4.25, LSSC S.25, SSC2.25, SSC4.25, SSC8.25, MSSC2.25, MSSC4.25, MSSC6.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.5, RCKW7.6, RCKW3S, RCKW5.5S 7 SCB43.5, SCB45.5; 90847.5, SCB49.5, SCB411.5, MSC845.5, MSC647.5 8 SCS325/97, SCS62-5/97, SCS62-WI18, SCS82.51118 9 9CW3.25, SCW5.5 10 WC8.26, SJC10.25, MSJC8.25, MSJCIO.25 11 SSB3.518 12 XLSH3481414,XLSH7881414 13 XQ1Si018, X01W016-4K, XQ1S1214, XQ1B1214-3.5K, XQ78S1224, X07881224-3K, X0114S1224, X011491224-2.SK, X0112S1224, XQ112B1224-2K, X34B1018.5K, X1 S1018, X181018.4K, Xt S1214, Xi B1214.3.5K Product Description 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 31e stainless steel with hex head, and 316 stainless steel with countersunk head. Tften Turbo Screw Anchor for concrete or masonry Product LlesclMlon #40-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 Dell Point 01224 Strong -Drive XL Large -Head Meted Sel-Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head 912-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive XMeWl Solf-Drilling, Tapping Screws with 05 Drill Pohl 010.16 Strong -Drive XU Metal Self -Drilling, Tapping Screws with #1 Drill Point Product Descriction Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-16 and #12-14 Strong -Drive FPHSD Framing4o-CFS Self- Drtlilg, Tapping Screws Stool Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector YPes 9 tP Bypass Framing Connector Head -of -Well Slide -Clip Connector Steel Joist Connectors Bypass Framing Sl le -Clip Strut Connector #14.14 Strong -Drive XLSH Shouldered Set -Drilling, Tapping Screws #10-18, 412-14, and #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws a) Cn C0 (D U L CD OL 0 0 C Q CU -0 Q_ )v o c 0 a) i� O U_ CU An E CD_O Cn U) VJ a z Z W J C� C Co� r� CV o i- - r_ din 1.16. a N co i Ve N CN O ro Q N Y 3 err an « c 9 L C d] iz r Q 3 no Cc • err u err � M T d � E 0 co L 0 w Cn E z Cn � V / CU O > L CL O CL L U O 0) U CU m ^< I..L o L ICU W Q W z J z Q J 27 SHEET N0. PA 1,2 N N LCn —Cu L }/ O Cl) � O c ca -0 �- .� U N N ca cv 5: OO LL — .N -p O O �. (n O M Q v s N L o F� 6 C- o m M N N G7 - N � V7 Q O ,p N Y 3 d d �a � 3 � � c o � T N Q_ m c E o c., 0 L -4 -0 z U) CU O i �. O Q U L Cn U m CU L� Z Z Z Q J a SHEET NO. PA 1.3 MIAM ��t-ga�€cat1 '" ► i� rtec�e►vcrcan�al. sEc�x+oarr PST ist�tri�e�s� Znc. PGT Iadnst�es.Inc. PGi3ati�s,i�c. ts�as �w�a �sa,� � �vrnr�c�E OF ACCEPTAP1T�cE; EV MIAMF h AMI-DARE COUNTY mma PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Streer, Room 208 BOARD AND CODE ADMINISTRATION DIVISION MiamL Florida 33175-2474 T (786) 315-2590 F (786) 315-25" NOTICE OF ACCEPTANCE (NOA) w".miamidade-noy/economy 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", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated 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 &5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. �t NOA No. 20-0630.15 Expiration Date: 09/11f= Approval Date: 08R0/2020 oj2ol2eZo Pagel Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None: F. OTHER 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. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables" sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. 9 Adz ---- my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 "Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E, wed March 24, 2003, last revision #1 dated Apri128, 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 ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CA.LCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2 Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino; P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products slated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No. FD4612, titled 'Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated Minch 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, AE., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. P nct Control Section Supervisor NOA No. 20.0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 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. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 4"� � luytn� Cl Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 Cut -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables" sheets I through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared signed and sealed by Craig Parrino, P.E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, RE, certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS i. None. B. TESTS 1. None. B. TESTS 1 None C. CALCULATIONS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE 1. By Miami -Dads County Department of Regulatory and Economic Resources (RER,). E. MATERIAL CERTIFICATIONS 1. None. E. MATERIAL CERTIFICATIONS F. OAR 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & seated by Craig Parrino, P.E. zz --- elmy A. Makar, P.E., M.S. -414 9 A44�:�— C,-Igelmy A. Makar, P uct Control Section Supervisor Product Control Section Supervisor NOA No. 2040630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/2012020 E-2 E-3 CO i —Cu N O� .� N t- CU O 0 N = 0 _O CU L1.- .CU Cn Cn � 29 O .E F- -0 (n 8. < z z W J c2 Ni > W CV Aso 3 °'• d Y „ow d > C, CD U = a 3 3 cc • u m CUa o ? C- .2 >, = in c C E O G. V O Cn z May 27, 2022 SHEET N0. PA 1.4, .R I f-, I P M"flif E 1' [ [ "[1 g I' I I 1' TILLIT TESTING to ENGINEERIMB COMPANY PIRDID IC r EVALVATION REEM NO. 20A7 LD1 T. 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 & 3 6. MATERIAL GHARACTERiSTICS AND SPEGIFiCAT10NS• 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.20-176. Anchor Specifications shell be as indicated on sheets 1, 7 and 21 of TILLIT TESTINO & ENGINEEi INN COMPANY PRODUCT 19yAIA:Ari0N REPART NO. 3 7 3 2 Z+a_ 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 3 A. INST LLATION: 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. 20-17a. Minimum separation to glans shalt be as indicated on WATTRR A. TL11T, rR , PA. 'a 1.0 NLP.6. Lk2WV :44167 BLCAL4.-N.Wft,"7 WADIR.A. TILLJT, nL, P.E. ti)teoD�ao).Com PRODUCT EVALUATION REPORT R.Pr u.•++x• ai6T +Lc.A•uom.ak-600stlo Testing, Inc., Reports # 96-609 dated 08/09/1996, #96.570 dated 09/18/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by Wllham sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document PRODUCT VALUATION REPORT #96-T30 dated 09/20/1996. all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0T27.02 R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. (P.E.D.), drawing No. 20.175. P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated OM18J1998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMNTAT10N8 AND CONDITIONS OF USE: DATE: July 27, 2020 Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20A721t.at 0219.01-09, dated March 4, 2009, signed and sealed b Edmundo La aes 9 y re tea' P.E. and Henry Hattem, P.E. loadings per Protocols TAS 301 & ?03 as per an Test 160ab of of the Florida Building nq Code. Test Report prepared by American Testing Lab of South Florida, �„_MATER[AL CHARACTERI9TIC3 AND SPECIFICATIONS• DATE: July 28, 2020 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 thro 4 and 11 thru 18, indicated PRODUCT CATEGORY: Shutters Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Jullo E Shell be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D. drawingNo. )� Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. 20.175. PRODUCT CATEGORY: Shutaxs signed and sealed by Frank Grate, P.E. preparad by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E. PRODUCT NAME: Z4 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, Anchor specifications shall be as indicated on sheet 1 of 18, of Product PRODUCT 3U8-CATEGORY: Storm Panels 2.a STRUCTURAL ENGINEERING CALCULATION& On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. PANS- signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed Evaluation Document (P.E.D.), drawing No. 20-175. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind bad and panel MANUFACTURER: Global Protection Products. LLC and sealed by Jay Jaciofano, P.E. as per ASTM E-8. MANUFACTURER: (211oh01 Protection Product LLC. length based on rational and comparative analysis, and In accordance with section TESTES of the Florida Building Code. Calculations prepared by Tiiteco, Irve., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures.. 4800 S.W. 51 Street Davis, Florida 33314 2.3.3TRUCTURAL ENGMNEERNG CALCULATIONS, 7. LIMITATIONS AND C-ONDMONS OF USE: 4800 S.W. 51 Street Davis, Fladda33314vs. dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E. C)rl 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well Galvanized maximum anchor spacing maximum design wind load and panel 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Inducted 1. PURPOSE OF i:1►ALUAT[ON; 3. MISSILE IMPACT RESISTANCE Large missile Impact under section 1828 of the Florida Building Code, as per Product Evaluation Report po prepared by Walter A. Tiilit, Jr., P.E. (Florida License No. 44167), President of Tiftoo, Inc, (Florida CA-0We719), 1. PURPOSE OF EVALUATION: This is Product length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteoo, on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 Prepared by Tiiteco, Inc. and signed and sealed by Walter A. THIN, Jr.. P.E. This is a Product Evaluation R Report Issued by Wetter A. T1111% Jr., P.E. (System ID # to the Global Protection Products, LLC, Ruts No. TAS 201 Protocol. a Evaluation Report Issued by Walter A. Tllllt, Jr., P.E. {System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. Inc., dated 12/18/10 and ON7113 (for this revision), signed and sealed by Walter A. T111it Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES 0-3, D 81 G20.3, Method 1 D of the Florida Department of Business and sines Professional[ Regulation. 4• WIN.O LOADS RESISTANCE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind ��,111+�"'N""++eel �a p, A. TJ( �,t� ........t/TJ ytiQ ''VGEN' •,� 61 G20-3, Method I of the Florida Department of Business and Professional Regulation. 3. MISSILE IMPACT RESISTANCE: as defined on section 1620.2ofthe Florida Building Code, 7.3. Product shall only be Installed into concrete, concrete block, and This product is being fiance an Evaluation Report as described herein, and has pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16. 10, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawl No. ( ) drawing � 4416T This product is being issued an Evaivatlon Reperl as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the p Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. poured weed frame structures. been verified for compliance to accordance with the 2020 Seventh Edition at the Florida Building Code, and to verify that the product is for the purpose Intended 20.1T6. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, ; 7 '+ STATE OF Florida Building Code, and to verify that the product Is for the purpose Intended Product Evaluation Report prepared by Waiter A. T1t11t, Jr„ P.E. (Florida Lloense at least equivalent to that required by the Code. 14, t 5, 1 T, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.178, �,c'••,.10R1R at least equivalent to that required by the Code. 4. WIND LOADS RESISTANCE: No. 44167). President of Tilteeo, Inc. (Florida CA-0006719). This Product Evaluation Report shall be subject to review and revision In case of ng change that a Building Code ch may affect Its limitations and conditions 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on !ass/ONAL ; �"+I+"NNnnNN This Product Evaluation Report shall be subject to review and revision in case of may a Bui Code change that m affect its limitations and conditions 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on streets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. „N111(u1r,r1( om,III A; T14 +Fl.,.• ,� 3 thru 7,10 thru 20, WATU Maximum Anchor Spacing shah be as indicated on sheets 5, 9,10,11,13 thru 18 A: GNENSF' •,�P 2- EVIDENCE SUBMITTED,sheets Z.1_ PRODUCT EVALUATION DQ�NT (P E D 1• 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as DA TILTECO ADMON RECORDS 1 P. E. REPORT.20 ( GLOBAL PROTECTION PRODUCTS. LLC T 20 GAGE GALVANIMSTEEL STORM PANEUORWOr20.1n REPORTl20-OrABDI 2. EVIDENCE SUBMITTED: and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. ZO-175. ( ) 9 24 Gage Galvanized ��_ _�._ 7 D►ElWinq No. �-178, tltled v20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P. E,D.), drawing No. 10-178. ? 1. PRODUCT EVALUATION DOCUMENT (P,F D.1: -'— '24 Steel Storm Panel has been verified for code compliance to work as a non roue storm shutter assembly, as pp y per SSTD 13�89 Standard. J/Z wAT1LL —� :—R— s p $ sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Waiter A. Tlllit, Jr., P.E.; dated 4T/28/2020. This drawing Is integral �,1�1, Drawing No. 20.176, tRled GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. D:1 TILTECO ADMON RECORDS ( P. E. REPORT.201 OLO�AL P 01 61RRN Pit , L AOE YYYiii OALVANI2ED STEEL STORM PANEL(DRWGi%10-175v REPM02"W ,4X'•. OR1D an partl4, shi's Evaluation Report,+`+rGP A, %/ A``Ay •. / ,rs++u((A r a,`' DER,..,.. �llr y,9 Tillit, Jr., P.E,; dated OT/27f3020. This drawin ie an iota + Itt 9A; Evaluation Report. aa` ��........ (/fA``iA NNNr T1(Lh rd •:' 427 G� ' S10NALE�a� ``//ANHMI)T/MApI , ��• �tCFNSF T✓,�s •a��,`\,\CENSF� r�� �_ � P•''�CENSF. �%'� � c ��CENSF •,� — N(1.44167167 - * ; .* .�� _ 167 - + = 67 = yP. 'ttORIDP 4�' STATE OF r a~ .FtOR10 ..� 0 5 ATF OF $�p�;•• flQRltl� E A Fo �tyFss� •,...... '�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 3316t - PhLRIe: (305} 871-1530 - Fby,>5'31 .�Ac� NSSMNALF� `a "'Ir"IttllR+ltu+"� 6355 N.W. 36th meet, 5uiUe 305, Miami, Florida 33164 - PboDe: {305) 871-1lpitpi36t80"�1-1531rNtnNtptaa S8%pNALEN�,.�, IIHI//H{1+ yl11NIIIIIN111 a>zr�.ro...fauM. MEN 0.3) 0 CARE THAT PRECAST STONE. OR PRECAST CONGMM PAWS. STUCCO OR WOOD MWW K FOUND ON THE ELISYM WALL. 4400 R5 94KL 9E LOW ENOUH M REACH THE WAR STROCIME BEHIND SLICH PANELS. ,. STEAM PANEL 9MORW ON THISIE PMOOUCr EANILIMTHON OOCLREHIf (P.eo.) BEEN VERIFIED FOR COMPLIANCE IN ANCIHOMCE SMALL WE AS MENTIONED IN B.T) AND IN 11-2).ACCORDANCE WITH T2020 (7th EDITION) Or THE FLORIDA BUWINO CODE.IIAR (C) TO a,,,m r13m +OM,- CRAIAM C - OSS IWL1, OETROIO WIND WADS SHMLL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTONED CODE. - 1/4'I TAPCON ANCHORS, AS WWY►ALTURED BY H.T.W. BWDOI. WC. - 114-10 PARMATE FOMLE 0 AND PANELAWE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FORA WND SPED AB W 7NE JIAIMIL7IOM WIIFJE THESE :;Inv WML BE INSTALLED AtD FOR A OBKCIK9WIfY F�KNOAS. AIS1NG ASCE 7-fe ANO SMALL NOT EMCEED t1E MAXMNMM (RSA.) - 1/4•I IIIO SCREWS PER N.O.S. OEM PRESSURE 0030" 010 CATED ON SHEETS 7 THAW 12. 14. 15. 16. 19 A 20, - VIA* M 5/r ROOD SUSNO. AS 06TRBUIffi BY ALL POINT SCREW. OW A SPECIALTY CO. N ORDER TO VE11FY THE ABOVE CONDITION. ULTNAM OEM WIND LOADS DETERMINED PER ABLE 7-16 SAL BE MST REDUCED 1O A.AO. DESION WAD LOWS BY MULTIPLYING THEM BY 0.6 N ORDER 10 C-9 MIWUY 1HRFAADED PIDETIWiMM INTO WOW OF TAPCON ANCHORS SMALL SE 1 1/2' AND 2• FOR ELCO PAPaum PLUS AND PMELMALL FO►A,E Q. COMPARE THESE W/ MAX (AS.D) OSW PRESSURE RATNGS INDICATED ON SHEETS 7 TMN 12. 14. 15. 16. 19 k 20. C3) MINIMUM THIMA01D PDllRA110N OF LAG SCREW, INTO THE WOOD EANE UNIT SHAALL BE 1 1/2•- NIO THREMFD N ED IN E STRESS FOR VSD HAWS IENIS � USED N THEIR ANALYSIS. fIISIE1IA'M SIACNG 7O M000 HNS aFi71 OE1fl6aNED N S ESS F R VERY THAT AS RM ON IN P.E.O.RNIS YES1ED WERE NOT OAST STRESSED. A J]W Od DETERMINED PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PAR OF THE REQUIRED THREADED PENETRATION. ACCORDANCE WITH K.D.S. 2010. CAI) MAXIMUM MINE DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED W TAG DWWNO STORM PANEL IS ADEQUACY FOR IMPACT AD WOO ROMANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 106 OF THE AMC MENTIONED CODE AS PER MRtl6CAlE EDaEERWK) A TESTI D NC. REPORTS 96-sM, 26-570 A 96-T30 AND ENETR ION D C.4) A61OiUM PENETRATION OF WOOD BU91aNG SMALL W[ SAES'. 1/4' h10 SCRE715 USED 91KL B[ 1 T/Y LOUD IMIII6R11H 1W. Ile0-20 FENESTRATION TESTING LAB. NC, IEPONS 12032 A 12/ffi . AS PRUMOOS TAS-201. TAS-202 AD TAS-2W.WITH 51N01AD AND W6YUY FOR OVALS . LEST NAB OF SOUTH fLOTIDA REPORT 102/9A1-09, AS PER TAS 201, TAS 202 AND AS WELL AS STANDARDS. TAS ICJ STOS. C.S) IN CASE TW PRECAST SIONL. OR PRECAST CONCRETE PAILS. SSUCOO Olt WOOD 9QMpS W FOUND ON THE DOSTIM 2. AL ALLAWMM EX1RUSIDMI TO IE W63-TES ALW Me TEMPER. (UNESS OTHERWISE NOTED). SM SHEET 2 WALL, ANCHORS SMALL BE LOW ENOUGH TO REACH THE MAIN WOWWOO SUCH PANELS. ACHORAOE 06CL BE AS MENTIONED W CA). C.2) A CA) 3. ALL ALUMINUM SHM METAL USED AT CLOSURES 54ALL HAKE 3105-1114 ALWY. (0) ANCHORS SMALL BE INSTALLED FOUAWN4 ALL OF THE RECOMMENDATIONS AND SPSCFrMONS OF THE ANCHOR'S MAARACTNER. 4. ALL STEEL SHEET METAL PANELS 94AL HMV[ STRUCT PAL QUALITY STEEL ASTM A-653 LADE SO MWAUO. 0-60 pALVANxEO site DESCRIPTION W/iY- 56.E W CATER ROLLED).THROUAH L PANELS WAY ALSO BE INSTALLED ilOaZOMfALLY FOLOfBNO INSTALLATION DETAILS SHOWN all SiC110N J TIMOUMLH IO (SEEI9 4 6) EXCEPT THAT HEADERS m A CD SMALL NOT BE USED. S. ALL SOtM 10 WE STAPP ESS STEEL 304 O, 316 AM SM" ON CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50015 W/ 50 M YIELD STRENGTH AND 90 AM TENSILE STRIM N A SHALL COMPLY W/ FLORIDA BUIDND CODE 9. It SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEWI%• THE SOLMIOMESS OF THE STRICTURE WHERE SHUTTER IS 10 I SECTION 24I,.3.3.4. ATTACHED TO INSURE PROPER AJCNO A E. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD TRW BUI DING& L SOLIS TO BE ASTM A-307 CALVA IZED Snit- OR AS 304 SERFS STAINLESS STEEL. WITH 30 6* ANURN YIELD STENOIN. TO. EACH IEOU AR STOi1F PANEL NTH IDIOM OVER W-e THROUGH 12'-4•, AS PER SECTIONS 0. L 9 k 10 AID ALTERNATIVES OR. 9W A 1010 ON BEETS 5. 6 A 12 RESPECIMLY; SMALL NAVE A LEGW 40 RGDRY VMkr MAMM INSTRUCTOR; OWNER OR 7, A CHOR9 TO WALL SMALL BE AS FOLLOWS TOMNY TO SECURE PANELS WITH APPLICABLE REINFORCEMENT CARD PFAIOOS OF HURRICANE W VOM6. (N ro��� It. THE WSTAIATKN CONTRACTOR 15 TO SEA/CAULK ALL SFAMP UTTER COMPONENT EWES MOM REMAIN AN CONTINUOUS CONTACT WITH - 1/4'I NAP" AN No' AS MQWACIURED BY I.T.W. BURDEX. INC. (Mn. Fc-3192 p..Q THE BUILDING TO PIEWENT WND/RAIN INTRUSION. - f/4' I . 7/6' CALKS ANCHOPMANCHOR AS MANUFACTURED RM OV 0 L PO SC. W. WILT CIAL) - 1(/4'0k&L • J/4' SOtA-SET ANCHORS. AS OBTPoBNM BY ALL PONY SCREW. WELT A SPECIALTY CO. & 12. STORM PANEL WSIA1/OgN SHALL COMPLY WTI SPECS INDICATED N THIS DRMVM PLUS ANY BINDM AND ZDWNC IEpMTM)NS (IA,, rP-30oD P.I.) PROVIDED BY THE JURISDICTION WHERE POW. IS APPLIED TO. - 114-'0 PA/EtMAIE F0049 0 A PA IE MATE PLUS ANCDRS. AS WIWFACTRW BY ELCC COMWOUCt10F1 PRODUCTS. (WK. f<-3360 Psi.) 13. (•) THIS PRODUCT EIMLWYION DOCUMENT! ((PLEA.) PREPARED BY THIS ENGINEER IS GOOK AID DOES MOT PROVDE WO WTKN - 1/4•F CF TAP-ODP ANCHORS. AS MANUFACTURED BY TW-FAST CORPORATION (1` .3600 PA.iJ FOR A SITE SEDW PNOAECT: LP. WHERE THE SITE CONDITIONS DEYMTE FROM THE P.ED. (M) C�'O' 10 I RESPONSIBLE FOR THE sEurcnaw. PURCHASE AND INSTALLATION MAKING UFE SAFETY Or THIS PRODUCT CND) CONCRETE A1) MNARIY EWENENi ai TAPCON ANCHORS 6M1O POUND) CONCRETE SHALL K 1 3/4•; 2' FOR PABIIYTE FEMKE BASED ON THIS P,O. PROVIDED NE/SHE ODES NOT KAM FROM THE CONDITIONS DETAILED ON THIS OOCUTADIT D AND PDOMME PU15 AND 1 t 4' FOR W TAP / CONSTRUCTION SU'R1' AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A2) CALX-IN A SOLO -SET M04ORS SHALL RE EMBEDDED 7/6• INTO THE POUED CONCRETE NO DOE MEM ITC (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WWLV B MODDWD. STIOCO SHALL BE PEt C= 1/4• 0-20 SCREWS USED SHALL BE 1 1/2- LONG NMMUA SHOULD MOOD EXIST, ND 1' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SPEWS OR ALL THAPADED SCREWS W/O HEAD. (4) SITE SAECFiC PROJECTS SMALL SE PREPARED BY A FLORIDA RECSTE ED EMH eS OR ARCHITECT WHICH WILL BECOME: THE SM WIN WIND mum ENGINEER Or RECO D (E.OR) FOR THE PILOIECY AD YND WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. PMOMPiR Oi . ACF9D As A DELECATED ENGINEER TO THE A3) IN CASE THAT PRECAST STONE PREC4= CNNCRITE PAWS. PAVERS, STUCCO OR WOOD BOARDS BE FOUR ON THE PLO. ENOEER. SKVL SUBMIT TO TES LATTER THE SITE SPECIFIC OFtAMM FOR REVRW. EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BOND SUCH PANELS. ANCORACE SMALL BE AS MENTIONED N AI) AN IN AZ). (•) THIS P.E.O. SILL WEAR THE CAN AND OR061A. SEAL AD S*MIM OF THE PWWEMMW EN61 m or Roam TAT PREPARED T. - 1/4• F IAP)OM ANCHORS REL AS MANUFACTURED BY T. W. BUR.OM WC. 14. SWUM MWIUFACIUREPSMALL RM S LABEL L BE LOCATED ON A READILY VISIBLE LOCATION AT STOW PANEL SHUTTER IN ACCORDANCE WITH SECTION 1708l.3 OF FLORIDA BURDID COOL ONE LABEL - 1/4• • . 7/6' CKX-W ANCHORS, AS WMTWRM Br DENALI AMC. (Wt. f- -1SOD WJ SMALL WE PLACED FOR CANT CPO". LAf1 M TO COMPLY WITH SECTION 17OVA.2 OF THE - 1/4'I X 3/4. 90LO-SET AICIDRS, As DISTRIBUTED Br ALL PONY SCREW. BOLT A SPECIALTY CO. FLORID& BLPU NG CODE. (ON'fl -1a00 P.A.I.) - 114-DUCT10 PAIELIMIE FEMALE 0 AND MNELWTE PLUS ANCHORS. AS MAFAFACRRED BY EELCOCONSINUCTION PROS (MN. V -2071 PILL) YM DMBRD SMALL ONLY BE UStD � IN , HE STAR a � TO - 1/4' I OF TAP -OW ANCHORS, AS MNIUFACT PED BY TRW -FAST CORPORATION Trio A• Tlt/� •,••••...•,•vj B1) MOOMAI EMBEDMENT OF TAPOON ANCHORS. ELCO PAELMATES AND C F TAP -CRP AND". INTO TE J(•F FLORIDA BUILDIM CODE 111 h Ys NMMOa a = UNIT WALL IE 1 1/4•. "r0 /U0°N "O' 20 QACE GILVANIM STEEL SMW PANEL ' NO.4 167 &2) oMX-N k sOIDLL ANCHORS SM/ BE EIBMOM 7/6. SASH THE COMCE7E BLOCK IRFT. No INTO ENO I sW6l M ORIIrIFD. WITH IT SI SeREr6 USED SHALL ■ , 1/2 LONG M06wuM EXIST. MID 1' IRlAUY FOR 1WA1S aT1N NO STOW, Y'_ A:TA IL .-- -- -- mmm —L�. 6 k Are a 3/6-1 INSTALLATION DETAILS FOR REGULAR PANEL.S(I & a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CNTETE Aww" am omms a° a NM,INmama OM,t•---ED. p ao®AEA"'M a 4 ►OUIIE — _ ..]I a"6 TINUWUW IJ ` � � [ 1[pNED ms 6 WNONH 6) 1\1 32JLNNILNSE IM 1; QIiNfIINNNg iC1WSCRE S/6-7/B-� a 1WI{a aC6E 3/6-1 ALTE6111 IM IAA in,YQl1tID54 aaALE 1 EA -EDGE mrwxm (RE SCHIECIULE )4 MOIL FOR r�l6Tla1 OF M'PHIY•• TOP A BOTTOA MWRIla105 CAN ■ Pip COMBINED N ANY WM TO SUR ANY 91STALLATbN. " FUMM M UMM CODE (■6E1 VeloeHv I COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SALE 1/2-1' CMIAL MOTH) --i .-- 13.19C (tOfAL WOM` L� EDGE L W- A SIPAwns ey Ip �� Masao W/ �'FM•IA� lOAC .1 001 i 33m' AI3' 09r �..250- 1 2.116• +EM it a JW ISOMETRM! VIEW DETAIL A i..� ROUNDED CORNER B SM OF PANEL'S END UP W/ HDAIED EDGE. (N.T.S) 1/14 A 2/14 I i TEST NOIL Fdt SOON RUANSIL 0~ I 7A00' j I 0it LM L Zino•----! ® 2'X7-X1A=NUM ANGLE �{4' concm E aloof k RO whw HEADER O IULWAIM ' 1.350•--, \ N Oaf' WL IN" 1 I.3W0• ----- -- / <i' M. i BALwm AA`f.7 SRR " � 9R40C 10 f J •�F- EDLE LgFAI A ON.350" atrAN. © END STORY PANEL .1ffi• .750• Jp4 fBlltf JN4�2•' --1 730• •1 I = R/1m ILL SM WEOR _ (-- TO ARMS • t0 APRIL w � - _ - i 12 1/r O.G 12 I/r OA I 2.000'SEE arngL 1 .vw' OCTAL I .12s• tI. ._.----'S• MPA.- _.J ,.SON•--+ LI,DD'� 4O E ® ANGLE W" STUD �� �.�I�� ft-AAW1i.JiLaI66 • TOP FOAW4. A96' poa 1.407'1.Oa3' A. i .3m' _ ABa' .3W 1.6Tt' 1.063' I1.3N' 062' mr t_ N . r .a1D• I .OaO' SO (HEY MXE WASFIER BAsti :.oar �• © •f" TRACK ANGLE (. .37s•6 'I MIS No. 44167 ' .37a• :* DLt; l L � an (�oi orB r MPMMSM OF .1 lam• ® KEY HOLE 0 '+ NMI-. AT PSIL AL=WT U. M WN9 PAR W/OKMOOOLMC / • ADDITIONAL 7/a'.AS/3r W�tlIMA•/laoWIMETB• 911M OM ACXEL PANED STS14 t 1ar/ARIYaUB/Gl[ few 0. concom MCHM DTI0 a 9 SM= a ikiewo10N 6) [ L705TIC PolAl}p i ,I �REMISM 1 1 'INBN NR 1N6KME�,, _-I rMewtNi on�a ONLY 1 f � 1 1 1 1 d 3 1 i J CONCRETE HEAL BLOCK Li cmmm NW,AMA lam SPIRITS, 6Car '°'Fp"`W,1100.+oN 9) ALM 1'2 NEW i• WIDE • WM A 1/4' I"=ALM. r"O I•A-7 P.T. WOW PUCE SPACES i V --A (NP 90000E all - Sam a THWIU H SD C.M. E.D. - OW DISTANIM (SEE sanxuLE ON sHEETs a a 9) iffi' 4y,.p. 364 aR to NIBL • IS Ill O.C. i 1.Sb0" I 0 fLAT PLATED iM1TN STUD ITWRIDA • ,r as e I " f Wile �- fr1NE 3/1M1' AAVII•AP CJLS A B SCALE[PLAN) J 1/y E 3/16-/• 4«OA i I I PANHi Atii�YP' r I/C 0114. � IAn W � �Nrre ' �9aAAE y!6�1 r•Aee D fPUN) Im „" a6. RMs WR`AM` r. AA�ArW a wW ar AP a Nry 1 Nr� SCALE 3/iht• MW BE JAW s,�3E E (tat N) SCALE 3/la-1• 1/4. 2/4. 3/4. 4/4. 5/5, 7/5. 1W/10, 2W/10, 3W/10, 4W/10, e/S 5W/10, 6W/11 a 7W/11 3• ►wl ANCHORS. FOR CONCRETE SEE SCHEDULE ON SMEM a A 9 J• MN FOR WOOD SEE SM79M OM SHEETS 10 At 0 0 (_l_-(-17- 7— 4 _ --� I UMILTEO PANELS , 900E0 PANELS W/ 1%N-10A1•- (SEE SECTIOWAS -= TLT�W"7,r M 3/32' r (SEE SECTIONS AS APPLICABLE) D.M.. 4 •+ V� 2/4, 3/4, 4/4, 5/5. 7/5 . r VAX VA . 7W/10. 2W/10, 3W/10, 4W/10, a/5 SW/10. SW/11 i 7W/11 ANCHM: FOR CONCRETE SEE SCHEDULE ON IIHEEIS I k 9, -- FOR WOOD SEE SECTIONS ON SMEE S 10 A 11 --- REGULAR STORM PANELS nZ_Q ELEVATION N.T.S. 2.4r 1/4• MNNL D+P pAl O+O6M .1 7NGIE WRUM I i MML OMf�Pp:.. ,�L EN T FLORIDA PALDW CODE fth Velmlly Nurriwm 2AHI 7 44167 '°0101L"M re 20 SAGE OALVANM Sail STEIN PNEL IRw W. 1L E C O TRIO. L PROTECTION PRolmis. LLC. p "N oat � �'="1 °F A: m '�'A'Ea all +ED'D BN)•I-1A6. AR a•)tRI zo-17s sf •• OA-ORN)19 -+• AR own" Rs wNLtaf A TAUT 4,., PA. MM 3 W N �ANrAHORs iD»I1EDAt a MCHM 01" am AIMR I �5 AL aRW �WC ES/L0. W ayaA ' MII 0 SON i-I `WIT IN WIII ,N IAAaM.I041AIP I I IX sox OF V or V MAX i E '/4• M�. 1 `L,1/4-P- 4' i5. BOLT I IT/ 7nS] WWs NUr • 12 1, D.C. � so"" am w/ sWO COST ICNOL am NInT 6) [OIIam an �'611YATE Sam R1'AIRP - ,aMMCan N OX MaMBI® SriAIZ 3 1` iiITN� SAKE LO EA - 1DK DISTANCE NOW FOR MMUMT10M OF SMTMK' (SEE SCHEDULE ONI ! TOP k BOTTOM MOUNTNOS CAN BE SKEET 9) COMBINED N AA• WAY TO SUT ANY INSTALLATION. i ; I i i � a011NE1C AN7D10 6HMRT fE OM $CAM NR I l i I1 1 I I( l i I III -MA r ' I ' , i I • �I�.l I l i I C I 11 I ' i I (i '�NiR3/w:1R!LVWN I I I i i I i i 1 I , , s I11. Ll 1 or 1 I 1 1VIA � r L, NL 6, x aYaL BYs r rr. Ms` ANCHORS: FOR CONCRETE ---- EN ON aNf 01 WD SM SECTIONS ON SLLT 12_ REAUL♦R STOW PANELS SCV.E 3/3rP& Q ELEV♦TKki 1/4- MAX. CAP 2.6r (AIW OAHRAP .1 vmw VALE» SCIE 3� L Cn _ Nca. O� .� C ca-�� O O C0 EX.0 C U- tT3 p 6O CU .n 0 �-10— >.� .Q .� Q Q Z Z W J C�t3 ems+ N CIS -0 U W - o t� cv t- O M Cc �' LLx N N) co eq y N Q O cc CV :HC 3 DO CA C y a c .a 3 m = L i Li Cu .1 Cu f= o � � a •Qa 0 t3 CnrIi., W _W ICU Cases U) CIA. 0 ■ Cl) ICU ■ ■ . LLI Z Z J a SHEET NO. SH 1.0 WIT ' \ Rif:!• . 1 iW\■S■■iNMI■1��11■i1NMM■ii MiIn�l1 liiiiiiiiiililr°IIII N111i=i Ply igl s r oo. aAw Y FLUID am a N *. nvn ,M. nwF su ,WW "It.P1aNaa 1, AMs 'nNw a NO,. M■LA I ISMEI .W, I WALE 1/4'-1' WSW if3N AL 2 Ma VA. YIlLl Y3N SM WttttEF Ma MULLION WAN (R) • REQUIRED Mk TUBE WWI" - { 4'-r 2'. 3'. t/r ➢ 4•-r W S'-r Y . 4• . t/r > r-r m or -to. r . 6• N t/r. IIQif a a N ``✓^ �% `~'DI tENF�CI■Ma. '. 7,.. 51NN0 or T AI 0. pEapN • W TO +Sa.O�l. -77A �,.a,,t,.P,larlaAE M1No SECTION T - AIi�L� aim ACNE 3/8-1- IINF: MULLION OW ALSO BE #MM%lED Wro STORM PANELS ON TOP OR BOTTOM so THAT ,T a U ATIM Ar mP OR WUXI OF OPO". (ONE PANEL OPE31N0 W/ TUBE TOP a wnuo INSTIIlATN3N - AILTERN47M 1W SCAB 1/4' - I• NIl�BMS■!•.,NNW-MB-WM�WVNOfla'WSE iii�i11111��I, iilhlll HI 111�1111111111�:�� ■ a.n� •�n� �n� �n� un� Wnr W \ •L •�_ •L :.\ _► it _ i�. ►_AW 1 .a30LOOmitm3 ML4TILL�TION - ALTEIML�TIVE 11M SOILB 1/0 - 1• 1� 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.T. AND PANEL:$ LENGTH UP TO r-B'. L FOR NEW WOOD FRAME COfSTRILCTIO1: WOOD MEMBERS TO BE SOUTHERN PNE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL TOP k BOTTOM MOUNTINGS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. CoNco E ANaNONS (sw SCHEDULEOW 14) pi fl �P 1 MIST 1 t710M - TEMN�TIVE AN j MGIB 1/4• . 1' Cao1CT ANO = (16 logo".) So ON POUM OORMJEE I I IfOM m 064410 1/t•`�`aa � CHM 1 oA.ikfo qIO. (MQ alr. 2/14) I I I I I i UG.T ON H) Pa1MEa alSR2W:7E , / Osls. �•••• i-t•--I / cOMcAM ,SICI+OAS � A WALL AND FLOOR MOUNTING INSTALLATION - SECTION l SCALE- 3/W - 1' - SECTION 2 SCALE: 3/8• - I- INNES ON LIFE SAFELY 570RM PA11EL srsTY bLSTAt1ATON t. LIFE SAFETY STORY PANEL CAN BE =4= AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL CAW PANEL LOCATIDN INEEN EN BETWD PANELS). LIFE SAfE'TY PANELS MAY OR MAY NOT BE INSTALLED ADUAf2;MT 7O IWWLAR PANELS (W/ OR W/O REGULAR TRAILS.) 2. LSE SAiiIY S�Tpq� PANEL CONSISTS of OA3M' GAWAtA2ED STEEL 5TOR11 PAID. M PER COIRONBRAILOlYS, SHEET 2 of ORAANNG. THIS PAINEL AlOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE Of srRULT1ME. > LIFE SAFtTr REpUBES TOP TweK ro BE COAPOiEM(�k BOTTOM TRACK To paTM B: As f+Elt SHEET 2 of TiN4 DRAMWIO. �,�,......, COMPONENT , BE INSTALLED WALL OR FLUOR MOUNTED FOLLAWNO SECTIONS I ♦ � BENS 2 ON TH16 . As WELL AS OETAMS 1 k 2 ON SHEET 14. �.:•' 4. Yin. LENGTH FOR COMPONENT® is ITS'. Mop. ANCHOR SPACING FOR COMPONENT®ANCHORAOE AT BOTTOM a GNEN ON 2 ' SCHEDULES k 2. SHEET la. *: COIIPONM ® MAY BE PERMANENT OR REMOVABLE. .qOE S SEE DETAILS FOR NWAW1TION INTO WOO FRAME BUILDINGS ON SHEET IS. 9,'C'•� M. SEE SLEET 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION OF OcSS Op SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WW BANDS. Hi fEtlJ!!0 t FLOOM MOIMNTIINO WALL t FLOW MOUNTMiO NISTALLA,f10M - ALTE■Itl1YE •11t MISTALLATIONS - ALTEMIIAM W (SECTION AT TOP IS LBWED 70 +55.5-07A MAY. WALL' 1/4• . r A". DESIGN B1/P�tA1E RUM) F aWn ■I■ • 1e ,? ea 7 • .r ,TTA oA•.•wa •iiI�M1� ANN FLOW MOLOTBEO INSTALLwTION - SEC UM AM SQAUD- 1/4' - 1• BIRLDING CODE i nommmmmo LWA 2/41 W4 3/4 at 4/4 L.I. 2'i IW/IS yt, t iW/15 i -= ON LIFE SAFETY PANEL L- AREA W/tq LSE SAFETY PANELS NONE tOLOM) ------ L.. AMAIN PANELS W/ OltI ZZZ4 W/o RMA A TRAOM (SEE NOTE 1 eE1A•0 • LAN PAFELm O tFsfALED As OPTION ji FOR LJEE LSE sAFEn RE AV 0PY1MN6 SHILL STORM NRAK FRNIOm wI WFAA HANDLE PAN & 1 EL(J) TO FACM1TA19 NaOW1A710N IF MDNOea K Not1�iE aW Mt2HO,ED PROM MIROE ELEVATION orTO SCALE 3/32•-1' 1 IQ NNE , �ILIUWMFTy�LLagCAtHOM �i01[ ,) SECTION B-B SCALE 3/32•■t- MAXIMUM A.S.O. DIESIGN PRESSURE RATING (p.M.) AND CORRESPONDING YAXDAUY PANEL LENGTH AIL' SCHEDULE AN,n nW .nN .N■, dA A.A+ .w. ., NCNO V.afa ilEiL n N W crEN OIo. W Lw Al11 +3S.f, -7l.O r-r ON LJW 2 1/4• UWOLtm 1 TNIu a 67 +SSA -72.0 >r-r W r-r MR ! 3/4' LNMORED , Tim S k 7 +50.0, -72A )ram' W 1t'r Ma 2 f/r p OVSIM,IP6 f -4"+a, -4 11'-4' OR IfA 7 1/T' • •` • L S t 10 • W= N/ 1/4'►20.I' u M3 a MOM AT WRAP a WOEWM W RVIIL WO ONLY FOR PMIE)SOU (A INEDMIF WS AM PER fMCTIEW 1 "MMN 7. LNI swerfS 4 t 51 MAXIMUM ASO. OEUOM M ) wxmw acHo If lMOM FOR Ea - 3 1/r - APPMOIaE W fEC1tO1M ► t OFTHEM MUM(IU IA t• M) tACO1 O' LM-OI.P QMxT , FSAplHi FUME a F)P1eaN[ PLUS 1000NONOW IS , IN=F A ODMOEIR 70 S,aO+Qa� 1[ 10cone T To OUMONER 7a a coo Ic CO EE amUOM[xR 10 oON OER NO'k OWM r WA WA WA r N/A •• NSA •• Nst 1 (TOP) r r WA WA r r r r 'r r may) r WA N/A WA S• WA r N/A r M/A 2(TOP) r M/A M/A M/A r WA S WA or WA ! (Na11a0 +SSA -nA OM LOS r WA WA WA r WA r N/A r WA 3 a 4 (I n Y-S' Oa LEl6 r r WA WA r r r r r r 3 (SOray) r WA WA WA r WA r WA r WA 7 (TOYJ r r N/A N/A r r r r r r 4 k 7 0017a0 W/A N/A 12 1/7• 6 t/4' t! 1/7' 0 1/4• a 1/.• 4 1/4' f 1/4• 5 1/4• a WE SNS7S 10 ! 11 FOR AM MON "PE a SMCW FOR aMtALAava MS 0000 MA lMS1oN0. NWMM AL7d1 SMALANS AM MINIMUM SOME OM IVIVE ARE a INDIM ON INS SO EOLAL NO Ea UM INN aIMMED ON SO,m1AE Ilo1AW MOM vww 0 MLILWLTtM VINO WMWM am sc," E Mr iW FMIDWAM FACIM PON INS OPOWIOI TO ME !MANE MmU{M WON OIPOWW IMN• FAL= ■ML WN a Low; TI.N ME■MM WACM+0 woo m AN OIOI Now TIPt AT , kom L omm ANIONS! vot 1/4'. ,/4'i 1 1/4'. 1 1/4'. 1 t/r. 1/1r. 1■MIM d WPC aMA-N 1W1■-NU r• MOM SMMW 04 2 3 3 3 2 1/2 3 I'MW N.I.r SY■ OV 3 3 3 3 3 3'A 3 a 3 1p 3 ,/3 1 ,/2 AOMSL EL onow NIMMR 1 - 3, aM 3. ,• 1J• - IS A - 1 I 1 i SEE ON SHIES I i no MN, 1 E I I � 1 I 1 4 J I/r IA . S/r LOW mu "M • I W/ 7N'►-Ena.' s. M.f. • N 1/4-t a u r n ON rwn UBMIRa LP W 6 a AM f 1/4' OL LOMIIM TO W T+... AA AI OD 14-f0 ►ANU.WWE FOME O OM I i ; HND120NN of COMM�WOOD MAT[ MR A OMUIN2IEWTo r-r Ma 33yYLpp�� fSSE� 3 SCALE 3/0-1• so SyUP A�aBLaam /L tlm, 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS 1WTH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 PST, AND PANEL'S LENGTH UP TO W-6'. 2. FOR NEW WOOD FRAME CONSTRUCT10Pt WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL ND1E FOR OOIWtMT10N OF-•'F'710N5: TOP t BOTTOM MOUNITNGS CAN BE COMBINED N ANY WAY TO SUIT ANY NSTALAITON. STUDS MEVERY OVFAw T'012 D •P i1FY' �Mw • IL ,aAfM �;� ; I .' I •' I _ N I I Q . I M W .r7 _ • . .I •. • . :all • .L ; �( �1 }, '11: :all : ?'• STUDS • EYO (12 1/2�a c TO HIOLD PAN S/a• M. tow 1) r Mn. (CAME f) MMOMM A.S.O. DOM1I PWLBaNM IAPM OF t•-aMP nMN-W INRBWT FBAE O PA110WIE Ptat APHIORaE W wcnm P a CNMPNaMM Or TO" MAXIMUM PANEL LOW" 1' (If.) W ODNOEI[ MIOCN W To OONCIE7E MLOCR m COFIOo[T 10 aOCM W COINORI[ ILOCN W ItIOCN 55.0. -72.0 M' N/A N/A N/A a• N/A a• N/A 6' N/A 1 a 2 (TOP) 6'-0' OR LE55 M' 7' M' M' M' M' B' M' 9' 9' 1 (BOTTOM) a• N/A N/A N/A 6' N/A 6- N/A a• N/A 1 a 2 (TOP) M' S' 0- 6- M' 7 1/2' 9' S- r 9' i (SOTf011) +SSA -72.0 B' N/A N/A N/A r N/A 6- N/A 6' N/A , k 2 (TOP) r-r TO r-r •• 4• W' 6' M' 6' e- r e• B' 1 (BDITOY) NASA PIImaN1E 1 (aAlf • Ma• fa. 1YI TN► M AIW,L} t3S 3 QAM M r MI. Fd TW ? ARaQ APPLICQU SECTIOIIs O L YAlOYW P LENOTN 7' (R. - - OF THU +49.2 -51.5 y I r 4, 4, r 2 (WITOM) r-6' OR LESS +52-0 -06.0 3• 3' a' ' 4• 2 (BOTTOM) r-6. OR LESS +55.0 -n.0 : 1/2• 2 1/z• 4- I 3 1/r 2 (BOTTOM) r-r OR LESS +55.0 -72.0 1 1/2• 2 i/2' N/A N/A 2 (BOTTOM) 71-6• TO B'-0' +SS.O -72.0 N/A WA 3' 3' 2 (BOTTOM) r-r TO 6'-a• ALTERNATE LOCATION AT ENO PANEL ^ / 1AV I� I 1 III \-WONOR PANEL \-ENO PANEL B j` •Cp FONE WEE��3• Ma. A."- M,A. INOI011 WAOIO SPACN/O 1•-Y Yln. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCAB E TO SCHEDULE 2) SEAR s/ir - 1' MAXIMUM PANEL LENGTH -L- SCHEDULE 4.■1 u•ue r m EECTIONS , t 2 � n P0R .s e_..-1., 570RY SYSTEM 21 SNEER /31. - ,4 MM1NSl w PR rA.a W'". 6-ta PV ONE CIAO 0 R oI •oN. -7u ram' : 7/4• IAMaIm SEE V NET U FOR AMONIS TAPE • SAMMIS! PON NMOY3ANNa INm WOO PA+AM MU AMA. 1NIOI ANSION WACA6E AM MIYaI mK OaiMW ARM .M1CWE0 ON eW Sam" FOR LD LM TAW SEMW am SONEOU E Omm No= SPAOM 0T MU-M. SPAgM SHOWN ON SaIWOE IN THE FQLO W FMORt POR INS WOAWW W ME PONIMLC MOOU® WO MIB OM[MIRS 1■a 041011 WILL NOT ME LEM THAN OWNM WMCNM I M2CAim IN EEO+ MONO I'm a tmwm uma AMHIMR tlTt ,/r 1/410 1 1/4% Iµ-. 1/41. SYOM W TAP4. NIM-M N2. a1ewR SNOW OL3 a a a a 2 I/3 SN�,n pa a 3 a a 3 wM.) w 0.} a a 7 +p a +p Som ML your MMMMMR011 )W - - vr ,m ,m - -I +m 47 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R a.i•) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORY PANELS nt & Q INSTALLATIONS II EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VAS ONLY FOR PANfl3 (Dk ®•'SIMLA101S AS PER SECOOPIS 1 IHN U 10, ON BNO?TS 4, 5 0 0) ANCHOR FLDRIDA lNHLDINB CODE W V NMnieon• TORk # ? NO. 4167 '®°'A704 "� 20 OW OALVAMM STEEL STOW PANEL Dow. W. S i It • D/OWL. PROTE IMISS PPRDuc'Ts, UdC •.� °�� • `� 10� ` �a• �o� 1L EC O iMB. �ONN ss • •• C1 wy /0 L N .a iP AL .a. a ,.rM.111•.a w NN. N... PM 21 -0 h , NV 01-YM Mae (N)W7U& FM +ONNff►fm 20-176 t WAL/eaNAAMvoAT . a aaa7fa A a1M Ms NA A t. ►L f3WD N p S A.S.a 0EU0M AIR�MIE M7M10 (P...L) rA,aRr ANLMMMS WAaW mM Ea . a ,/2' • APPLICABLE m s[eMaM , . IN,' COf1AailO11 K tIe3H MM2MIM FMNB. 1A16M l' DL) 011t00N CF 7N-oSP CNA-N MMRIWTd NIJWE ID MY61YwC RY9 SIOtID SET W caH1EIETE W oaHL7ETE MTACK m EaHLTMYE m aallutTE alaac m ODMCIE7E W oOIa/ETE Nlna m mNOEI[ W I3NEAETE .AST ro OOIM:M[T W FANOET alml W 1;aA1nETE W Ca1+OIMiE N.a 6• N/A M/A N/A 6• N/A 6' N/A e• N/A N/A N/A , (TOP) 6' 1' N/A N/A 6' B' 6- 6' r B' N/A N/A 1 (BOTTOM) 6' N/A N/A N/A B' N/A 6' N/A r N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6' N/A 5- N/A S• N/A N/A N/A 2 (BOTTOM) 55RL -72A r N/A N/A N/A B- N/A 6' N/A 6' N/A M/A N/A 3 # 4 (TOP) >r-S• TO r-r � LESS 6' 4• N/A N/A 6' e• 6- 6• B• 6' N/A N/A 3 (BOTTOM) e' N/A N/A N/A B- N/A r N/A r N/A N/A N/A 7 (TOP) 6- 4' N/A N/A 6- r e• 6- N/A N/A 4 e 7 (BOTTOM) N/A N/A 12 1/2' 6 //1' 12 1/2- O 1/4' 6 1/4' 6 1/4• 6 1/4' 6 t/4' N/A N/A S (10P/BOTTOM) 50.0, -63.3 N/A N/A 12 1/Y B //4' 12 t/2' 6 1/4- 6 1/4` 6 I/4' a 1/1' 6 1/4' N/A N/A 6 (T0P/BOTiOM) '-B' TO 1,'-2' SB.O, -72.0 N/A N/A 6 1/4' N/A 6 1/4" N/A 8 i/4' 6 1/4' 6 1/I' B 1/4' N/A N/A 6 (TOP/BOTTOM) '-B• 70 it'-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' a 1//' a 1/4' a 1/4' 0. S. 10 (TOP) 43A -4B.0 B' 4' N/A N/A N/A N/A N/A N/A 0' 6" 6 1/4' 6 1/4• B (BOTTOM) OR LiSS e- a' N/A N/A N/A N/A N/A N/A 6' 6- 6 1/4' B 1/4' 9 (BORON) 12'-4' dt Lffi N/A N/A N/A N/A N/A N/A M/A N/A 6 1/4' 6 1/4' 6 1/1' 6 1/4' /0 (BOTTOM) SEE BtQiM 14 I7 ARID 1! fOD AHrAI01a ,YPE a WACaW FOR aatALLAHaIa LMiO MOOD PAN[ MLROMa 1AfWM AIOq EMTCM300 AND M3MM fltOE tIa,AFri AR[ fMrmm ON TAt mmAc POII E0. ,m LIMN f1010ATiD aN SCIIm1A[ LIEe110E AM3.)R SIVTCNS MY MULTNIRSQ a►AErIO MMWM ON SGEOLAt Mr THE FIA{OWRM FALTOIIk FOR IIW OPGATMN m N MtM111BE. MEDUCm fFAt•10 aMMNm TAUlO pLTaM 61.ML IMR K Ina T12w MINIMUM SPPGIa MOGLTD Fq1 FAEAI Af1E1MM 1WE u AIL7UW Lmaa. �� Tf1E 1/a1 7/rN 1/4'. f/4'M 1 rraWll a I// -MS/ aLA�a1 fOLM-00 Ma A+cxNlr •MONO BI.I 3 3 3 a 3 +p a «�� ww of s s s a a 3 I/2 aa2a•N a a 2 ,p 3 ,/A • 3 +p A■K m IiBEE •1M•M>0 F A•0 T o R - - - - ,b as 3- 1m tAO - +AO n - a \ • �. 1 \ , • • P it ' � ; %► 4 WOW HEATER MEDINAED 1 i NE I a� a ; >rQ > aM Way a PA 1100 SDNWMMUa 1't F°" w alf �YWYMllw1 E I) ,!'.-3On' fb. LE"M M_ PAMEL Loam (SEE Ig1F 7) +/�Y-a,• 4f_ gig 7/WM 'i'riafr� °ag 1 i 1 F. No i I I I 1 , 4'. uG ac1EW6 • 1 I O'C. svmun W/ Ell f 'I I , • MN. kr / AT 1AUNDfH OF PULE IKA E 3/bW SCALE 3/e-1• l� 1. INSTALLATIONS FOR ALTEM31Y S IN. SW t 190 ONLY VALID FOR suium S WITH ILSXL OLSO N LONGS UP TO +43.8, -4&0 pf.l. AND PANEL'S LENGTH UP TO 12'-4' L FOR NEW WOOD FRAME CONSIRUCTN)N: WOOD MEMBERS TO BE SOUTHERN PSE MD. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUATL. MOTE FOR COMI LUTOM OF WLTIO IC• TOP k BOTTOM YOAt1N05 GIN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. ,1-,0 PoNEIAN,E MMS ENSM ��ro 1 7 • OL • i L- M■. PANEL LENGTH (SEE NNE 1) OF t' YA% I 7oW' j LS Mi y , 7 LM SCICWG O.C. W/i I/r YM I,1 • '- it ,mot I,•;. INSTALLATION '/•, fA0 lO6NM • r as W DETAILS FOR OPTION # 1 FOR LIFE SAFETY STORY PANEL SYSTEM INTO EXISTING WOOD STRUCTURES I 2 Eo I I I � 20 I i �'aa �I ALTERNATIVE 1 ALTERNATIVE 2 1 4YMrW/WCINE FL IWq 21o.C. I �dd I � i I r EO ro Eo I CIA EO / I � i 1 11 I) .•R6 MANE , '� MmUBfa ALTERNATIVE 3 ALTERNATIVE 4 PBM1M1rWIQCa / t 1/r I/41nd/M• NORM SMM PAMIWM W/ 1/4Y-201r a Ms. •roc 0a ALTERNATIVE WOOD FRAME CONDITIONS ANCHOR LOCATIONS 1/4.0-M PNKUKN va"I M as FM1W3111T MLM • r O.C. A , f/2' rl. I11M/Om PLUS .. w m 1Fo0• SON& 3AW" - i• PUT WORE WUMEA TOM NOT SHOWN FOR CLAAN WALL MOUNTING INSTALLATION ALTERNATIVE 1 W HOME= 2/11• - /• is= 1. MaIALua16 AME ONLY ,YAM VM BU LOSM WITH AS.O. DEMO N LOAN UP M 436A -72A Ad AO MF4'S L&MN LP W r-r. : PPNE MEN N. 2. / ACOIatIMAMTQWIIam 1Esa t m LE SOUTHERN IN3TFIao11• co CO N U O� Q O 2co .� U � N O ca cn 0 L_ O O LL O .cn � Q CL ._ �`��� cn Q N t t7 •- N CD -o � W O L.L V L.) G) E '0 m >K LA. N = O_ N N t L/) Q C= a7 -- 3 °) 02 C o) V +L Q � 3 � � 3 �- � i u ey d C C C E cc CD SHEET NO. SH 121 MOORS (SEE SWIIOMS ON 91EEM 17. It 19 t 20) MUL MDT. w%I9. %19 t iMr/WD NOT. M T�9W� 0 =W/2D 1/146 3I" MMW1� MY 0 0 0 I I I Il i I `',i I I f I �i i ; wN1r•urAWDI MAX. 1M/17. 4A/t7, sA/19. ]ATONAL M,/1f. BOIL 3. IN. L1Nwh+ fAF/u : Mwt/M9 ■I V+9 Tw/t9 t nwr/�o t Mw. ANCHORS (SEE SECTIONS ON SHEETS 1-1. 1L It t 20) OPTION #2 FOR LIFE SAFETY STORM PANELn ELEVATION WOVE 3/1r.,• ,!r wa UP SECTION A -A SOME 3/,r.,• IM ► :1. i.1 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L LINE) 1D CLASS CONDITION (p.s.f.) (SEE SECTIONS) +55.0, -72.0 W-6' 2 3/4' UNBOLTED L i_ 1IfAL,WALL NOWD SCALE s/s•.t3/•.t' SCALE 1. WPJAA DHE ARE ONLY WILD FOR OAIOME WHIM AWED. OWN WADS If TO +ILL -no PI' AID PAlitl$ iDDtN UP 10 r-r. r FOR P NOD. 2. Al SPECIFIC oa Or ox■OR EQUAL. ro E wuTwAN COMPONENTS FOR SERIES 2000 k 1000 E-Z HANG STORM PANELS (SCALE 1/2.17 /L,fs• (TOTAL WV" ,i 12JI0G• (EFFECTIVE ' / / 1 �® INIM 2 sRn ,zGE 2.00r I• , , ,■ TYP. ASIA A-453 CODE CANOE so 1r.AN 1METAL J / M ��. I.gTML A 4Lr I -------------------------- I_Ar t.Ar Q STORM PANEL -- O REVERSED 'h' TRACK PALLY DID UP v W/ HDACD DOGE `\�` i •/ "E'"'E�, SETA. ISOMETRIC VIEW DETAIL A 2.o00• ROUNCED CORER 0 ENDS OF PALELY I 12S• j DO UP W/ HMEWIEC E00E. •7Sr (NETS) 1-•--2.000•� O .J TRACK .750' .056' (TRH') ® aSTOP BAR IT* LONG 6063-75 ANMR. ALLOY EHYP•) O 1 1 4 GNI-76 MOM AIRY CODE •rQC r WOOED ,25• �j I 2.060• .,2s• I © 2'R5'(jgxa ALUM, ANGLE INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES fr IAPC°M ANCHORS r I OTAMN ANCHOR , - WCON AMMON INXH� BlOL7L RED{WIfD 1 9WOc nommEO 9LOC1 1m0UMED 1/4' 1/4• i E�• - � 'tial. IfCIA=s _ .IA� 1 BLOW 1 • EEvEww"IMM Yt 3r N10 NUT /2. O.C. CHORS WILD) NE n ! >a MR s TYPE ! AlEltw 1WB vr. WIND m !NANO TOR IWWM/DIW TOO OOD oft AA\ 1W■ i1NDLW LA.) ] WMWE IWMIL NOWAY OMA%U=A OODIU AND 1lWN OLDIE AN ODIUM NN `.n�10 N 3 u no ca s0ROULE M I EL HEM UMW MpMWD OM MANKIND 91410ND[ 111 'R fIMC SC M IAOR F tW101M ON fd1[OIRL YfR.I q.•.1 w N 7 AIIN Y N1AW1 L OW* r OP M MNTOIRIIE ORMAL NOR INS 070E FORMAL INR OPVM= I I/]• M FA Nil W40R 140 I D MARCMIQ FWCIOIt WPLL NOT- VACM E IBA Two IDIOM OTMMI N i MHDi0m MR BAN MmomTYPE w tX1EWA[ 3' IAp ], I... LENSTHI FLOW) WALL MCIILM eLldTl4l1 IN SCALE 500, 1. WIDVAAA0M5 ARE ALLY BALD FOR BUILDINGS WITH ASO. DESDN LOADS UP 70 +53.6. -72D PSF' AND PALELY LENGTH UP TO r-r. 2. FOR MEN WOOD FROM CONSTRUCTION tr000 MEMBERS TO E SWI ERII PINE NO. 2. W/ SPECIFIC ,NNSITY OF OAS OR EQUAL III i I MAwaT' - I yar wit �u • i I 1 1 1 aY-2pJ/4'S.9. ILL. W/ 1/2' t 99q MIT WASM 0' TAFCON ANCHOM 4 ,rr O.C. So" 3/r.1- sett TAPCON ANCHORS D.C. 1 a' i/PCON • 4 1/2. O.C. )I►ALi.. M lLLai14H bi SCALE 3/6'.t• e. n•u.. r,. l...w none W— . Y.S. W/ MR %OWNER BHMWM��M!w_� �l1f■NlAP� - Illiilllllllllillllllllllliilllllllilllilll N 1 ' 1 I I I, I fill 1 11 1 1 L t A I I I I f H AW w Gl'MWN fjj_ . ... _ 40 % 1• rMj 1111 40 % 1• J (LTOLCPA)lgN WE NOR a RE jpE MR COMMON[ to tY AT DO PNELM 1' IMti aIQ.T F4 iaR WOm� .EtOfl i � ]!E RtY10Ni ON SET >y �I� tK 1DAE .�,• sAM®W/ ON W/O®.® tr3 • E N yW plp� m E IaTAl® AT rAa+ wOG/NC LFA,DA7W awE10 IWNLSOFPNIM63�EWYDDM F INTENDED TO E NSTA M FROM MN[ OF STRUCTURE. -Z HAM SYSIM /HOE a sTRurnmc am - , H r-1/4• M .. OAP -I 1/r r GOP 1/4' 11.E OV 4. vv N... 0A► DO _ SECTKHd B-B SECTION A -A ,�'LWo"�'MNn°�10M (I). ARRIMU OF REIAFS 1000; E - Z HONG SMM PANEL SYSTEM CON618MM OF PANEL + AMEL- AT TPOP&P1ME IM7E PLUS Olt Tr LONG AT (t). E - Z HANG STORM PANEL SYSTEM CONSISTNO OF PAID. + BTAM= ((G ORON W/ ! C1CO (2). PMEIS SHALL AAT E MMSUCH TO (2). DO PANELS SHALL ALWAYS K COMOIMV TO SILL WALL BY MEANS of PNNEIAMTEF OR, FUSED Y/N iS LONG TR/C/N AT W WILL By ME PANELS OM7TRI �jID CONNECTED 0 LS, THOU OTHERWISE A STOP 8ML GEJ SWILL E PRWOED AT TOP OF SUCH PANE'LA SMALL I MNNECED TO�IEn. �41 /3 '00 WRq MUE pR 1 4•r201A N10 T AS (3). F END PANELS AE I:OTTOY TNCL. COIBIECTON SMALL tXNIST OF 1 a r2O.3/4• Y.S. w 7 WING Mtf OR 1/4•PW�4• Mn THUMBSCREW 1 1GIPPED WrnTOMH ION a< FASTENERS iMY AT EM*R OF TWO OEWCRIBED ON (3) "S AT (3). FOR CABO WHEN ENO PANELS ME UK JORFRY w/ 1fi• Lpq ExTEDOR FLAT FLAHOEE OF ENO PANEL .® Bur END PANELS ARE NOT COMECIED TO TRICK 7C STOP BIIR B,MLL LA At TOP OF SUCH PANELS. (4). N CASE THAT DID PANELS ARE NOT CONNECTED TO SOflOM TRACK QUAIL A STOP WAR IS ONLY UEDERIOR us" SPECSIADTICT�LpTPE)p AT LGA 7WO PANELS SMALL E CONNECTED TO BOTTOM TRACK (� ABOVE.N SUCH�ECPDN OF PALLS IONSPROMEDED ENO PANELS MD SOME NEIM PANELS Et$ ARE DIRECTLY (4). FOR TEED TO DOSTING MENSILL PANEL / TRACK (Y) � TRKK � K USED ®TWO TO BOTTOM 7 MAY OCCUR AT P��Y � To FOLLOWING SPACING SHOwN� A� /2 (5). SEE SECTION 1'. 3' ! 1. ON SWEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Off ORTAIICE. FOR THIS MElUOR PANf1 LISED Y ■/ NOT NEED TO E OOMPOM TO O Fry MF.VIS. iRACC �i oDEs�ID Sit A• t�r._ TlS�B ! 0 E $=AM BY �. LEFT t RDHP SIDE Of PANEL) 1UNE INSTALLATION DETAILS INTO EXISTING 1 ♦ TAPO0/U ANCHORS FOR POURED OPTION #2 CONCRETE FOR LIFE SAFETY STORM PANEL OR CONCRETE BLOCK STRUCTURES 1 TAPCOM AMONORS 4r SYSTEM (-i/r ae Ot. INac9aft i CONCRETE a 1 EOUY RENTED Ere 1 .. WM.I•W. w ; � ; j 11r w i row 1 I I 1 1 �•/I ) 1 ' 1 ; IDM • IO1 I I I r I LaA L' t.-lo•O Pw�EuwTE w.us W/ 'A;a•>ff wm MR ,WIPER lrfri PuwnwTE PwR W/ LV.L CONCRETE OONCETE sum RE01ME0 WALL Md! CATION! jj%S.L w)3/3Y• W9q tAR MN9lR L-bR °00 7 llACN R[GUYEO SCALE 3/r./' trwi ZjIFE E C.PANIE! Stu 3/r.1- ••�EN �`: i' .••• NOK ARE N0.44167 *: ctowDA eVttAil■ CODE h v )karioan• ZaHI AFICHOR WPM BY ON No" ATE .MOD ILA= NG 20 DACE #ALVAH= STEEL Sim PA1E1 oAar W. �.oF . OR IL E C O PROTECTION PRODUCTS, UC. DNB.MUL SITS I.W. sl NnxNM Aa N. ..fH.W.I�1A a S= 314 �, �. 4 333,E 20-176 01M4TItl-TAIq MI: tM4)MM-Na . r�-moan WWAW 1Wa PA K4A WANAT/d0L A ALR i.. Mt !EY N Of N M WQT H ! >b IWR AIHOICRs /W[ • A1OM INPB //r• WMmI ]►N1CID MaR /IRW1.11101a MD WOOD NNt. WIWIN WAOW ] a HtrME IHEIIa �DawfE MRI00R�aN WAS •.NaWLrN ] ] 3 ] 1h IL7NIAL MR EA t2ft INN/ I1U1001O ON !17 mt� I�A1C419 WWMN E YMV BIw. w 1W Aa1L n � MINE IN M MOUOMII R1L901I. FOR AE 0PBI0101f TD E MIOEIWE AbDUFM I I } - ] , - - IMGID OIOAIRO YIMD tACT01t MYMI RDT E IMF TWO! 1IIIIAN NAE]IQ A1OIbM0 Has wM3f A1NL]OR lY•E ON WP9 f1310N1tt r 1m Im f�.ffEJML tlf3isA YtL E-2 IYiJR SfdMi PANEL .VSTEII 1. E-Z NVO S10RM PANEL SHOWN ON TM. MOM EVALUATION DOCUMENT (P.E.D.) HAS BEEN VEINED FOR COMPLIANCE N ILI) MINIMUM EMBEDMENT OF TAPCOM ANCHORS AND PANELANTE FEMALE 0 ! PA,ELMATE PLUS IMO CONCRETE ACCORDANCE NCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BUILDING CODE. SIOCX *HALL K 1 1/1'. DESIGN WIND LOADS SHALL E DETERMINED AS PER SECTION 16M OF THE ABOVE MENTIONED CODE. &2) M:Na" EMBOiAENlT E t/11 % 7/s' CAM!(-N ANCHORS SHALL IS 7/8' NATO CWICREIL. MR A WIND 7K[D AS RZOURED BY THE WHERE THESE SMURERW wLl E IbTALED MO NO ETMEDMENT Nt0 ANY FRNISHI MATERIAL SHALL L N PERMWTIM FOR A OMECWOlMU1Y' iACRM Xa-oss. USMO�7-1s ANTI SHALL NOT EXCEEp iNE YAXIAURI (ASD.) 1/4" r20 N SOEYMMX BOLTS USED SWILL WE LONG ENOUGH(SHOULD Nw FINISH MOMERK 10211* TO DESIGN PF438 E RATNTIS NDIDIND ON SHEETS 25 t 2L ENGAGE 3/4• INTO ANC HOPS. N ORDER TO V[AWY THE ABOVE CONDITION. ULTIWUE OEM WIND LOADS DETERMINED PER ASCE 7-19 SHALL K FIRST REDUCED TO A". DESIGN WIND U DAD$ BY YIA.TFLYINO THEM BY 0.0 N ORDER TO SA N CASE GMAT PAV" STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE COMM WALL TO O MMM THESE W/ VAX "0) DOW PRESSURE RATIRIS NAMED ON SHEETS 25 ! 2L ANCHORS SHALLNENOU'H T RED THE MNN STRUCTURE KNOW SUCH PANELS. ANCHORAGE SKALL BE AS AND IN N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TERM WERE NOT OVER STRESSED. A 33X INCREASE N ALLOWABLE MISS FOR WIND LOW WAS 8M USED N THEIR ANALYSIS. FASTENERS SPACMNM TO WOOD NO KEN DETERMINED N ACCORDANCE WITH K.O.S. 201S. (C) ANCHORS SHALL E MAULED FMLOW94 ALL OF THE RECOMMENDATIONS AND 9PECSrAToIS OF THE ARCHON 'S MANUFACTURER S1ORIM PANEL'S ADEQUACY MTR IMPACT MO FATIGUE RE9STANCE 1/4S BEEN VEMED N ACCORDANCE NfH SECTION 1626 OF THE ABOVE TENONED CODE AS PER FENISIMTION TESTING LABOIMT01Ir. INC. REPORT / 2032E AS PROTOCOLS TAS-201. tt. R SMALL K 1NE ESPOtMU1,' QF THE CONI1Mt'TOR To Yt11FY THE 301AIDNE55 a THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. is TO BE A PROPER MIp1011AE. THIS 5}RITTER SMALL OKY E ATTAGIED /b COHHCIIEii, WI.Ga 2. THIS SYSTEM HAS SEEN OE+AONED TO E INSTALLED ON THE OUTSIDE OF THE DOOM ACOEWSM THE OPENING FROM THE OR 11'000 rmw BUEDINCS. INSIDE W/O THE USE OF A LADDER OR LIFT. TM APPUCATICI IS VAM WHEN NSTALLAVON IS MENDED 70 E PERFORMED 12. THE DWXL41M COW%%CIOR IS 70 SFIL/CAWG ALL SHUTTER COMPONENT EDGES INICH RUM N CONTMOA FROM THE NINE OF STRUCTURE WITH THE SLALOM TO PREVENT WWID TENT INTRUSION. GUNK AND SEA SHUi1ER iTACKS ALL MOUND FULL LEACTIC 3. STIES 1000 IITTAMATIDIL IS APPLICABLE TO SINGLE AND DCRLE HUNG STYLE M M O WHEN INSTALLATION IS REOtM1ED TO E PERFDIIED FROM THE INSIDE Or STRUCTURE. 13, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS NNGTED N THIS DAWWAD PLOW ANY MUM AND ZONING REO!"WIS PROVIDED O THE AIRISDICT10N1 04X POW IS APPLED TO. 4. SERIES 20M 04TAIATION IS APPtr/IALE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL StUDEft STYLE WHOM METH INSTALLATION IS AMp 10 E PERFORMED FROM THE MK OF STRUCTURE M AM" WINDOWS AND DOORS. NC. E - Z HAND STORM PANEL SYSTEOM IS PRJW POE 5. ALL NJNGMAL pORUMNS TO E 40113-TIT AHOY ANTI TEMPER. (UNLESS OTHERWISE NOTED) is. (a) THIS PAcEucT EWtALAy" OOCUMEM! (P.E.D.) PREPARED BY TITS EN611EER IS CDCRIC AND DOES NOT PROVIDE OF0RW11ON FOR A SITE SPECMIC ILL WHERE TIE SITE COMMONS D MTE FROM THE P.E.O. S. ALL AUAIIIAA $FEET METAL USED AT CLOSURES "Al HAVE 3105-M14 ALLOW. (D) CONTRACTOR TO E RESPONSIBLE FOR THE SELECTION, PLAMCMIIISE AND NSTALLAIlDIi INCLUDING LIFE SAFETY OF 7. AUL STEEL SHEET META PANELS SHALL KW STRUCTURAL QUALITY STEEL. ASTMA A-653 OR40E 30 NIL., QALWwN ZED STEEL THIS PRODUCT SAEG ON 7MF P.U. PROVIDED HE/SHE GOES NOT WIAOTE FROM THE CONDITIONS DETAILED ON DESIGNATION W/F3. 5" ON (AFTER R FLED). THIS OOCRENT. COI�IpACTp/ SAFETY AT SITE IS THE CONTRACTOR'S ESPOL4.UTY. A ALL SCREWS TO K STADIUM STEEL 304 OR 315 AISi SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN I-) THIS PRODUCT EAMUMiON DOCUMENT WILL K CONSIDERED WOW F MODIFIED, 50016 W/ 90 W YIELD STRENGTH MITI O W TOME STRENGTH t WALL COMPLY W/ ROOM BIAAN6 CODE SECTION 24,,.3.3.4E (d) SITE SPECIFIC PRDECTS SWILL E PREPAED BY A FLORIDA IE1'.EiIEREO ENGINEER DIM ARCNAiECT WHICH COAL 9. STILTS TO E ASTN A-307 CALVAM2ED STEEL OR AS 304 SERIES STMNLE'SW STEEL. CORN 36 W MINIMUM YIELD SIRDI M. BECOME THE PKI EER OF RECORD E.O.R.) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROPETI USE OF THE PLEA. ENGINEER E ACING AS A DELSOATED ENKANCER TO THE P.LD. ENDOW. SISAL 10. ANCORS 70 WALL SHALL E AS FOLLOWS: NBHIT 70 THIS UTTER THE BITE 9PEdFIC DMMIIRIASSFOR KVIEW'.. MrASINS(� - t/4•0 TAPCOG Ammon AS YANUFKTURED BY LT.W. K*DEGI. WC. (MIT, rc.31W2 }COL) I.) THIS PLED. SMALL. KAN THE DATE AND ORIGINAL SEAL AND IOLMM OF THE PRWE�OM. DAMON A OF RECORD THAT PREPARED ff. - 1/4" 0 X 7/r CALX-N ANCHORS, AS MAMk'ACTAED N DEWALT INC. (MN. re.3000 P-L) - /14-10 PAMELMTE MMA E ID t PM M&Wf PLUS MOORS. AS MMANUFALWRED BY ELCO CONSTmUCTIDN PRODUCTS. It S,ORY PANEL MMNUFACTISN" LABEL SAW. E LOCATED ON A READILY VISIBLE LOCATION AT FMR M PANEL N (r-3350 ACCORDANCE WITM SECTION 1709.9.3 OF FLORIN NMDNO CODE ONE LABEL SNARL E PLACED FOR EVERY OPENING. P.J.) L4BGING TO COMPLY NAM SECTION 1709A.2 OF THE FLORIDA, BUILDING CODE. At) MIMAUM EMBEDMENT OF TAPCON ANCHORS ALTO POURED CONOWTE 9IALL K 1 3/4• AND 2• FOR PANELMIM FEWLE ID t PA ELLMTE PLUS. A2) MNMNMI EOM MON OF 1/4 f X 7/6• CA K-N AICICHS SOIL EIS 7/r INTO CONCRETE. NO MOMENT INTO ANY FINISH 1MTORML SHALL E PLJ'tIi1ED. 1/4• rO K WIDEMILX BOLTS USED SHALL K LOUD ENOLOH(SHOUID MY FRAN MATEAW COST) To DAMAGE 3/4' MID ANCHORS. A• r• A3) N CODE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR POWERS E FOUND ON THE MOSLNG WNJ. OR •VCEN4 FLOOR. ANCHORS SHALL E LOO ENOUGH TO REACH THE MAIN STRUCTURE KHM SUCH FAMILS. ANCHORAGE $HALL `�: ,.'o E AS MENTGED IN At) AM N A.2). N0. 44187 (a) M EXMLTND 1AlIfJiEYF n r - 1/4• • TAPCON ANCHORS AS MANUFACTURM WY G.T.W. NALOER. INC. FL.OBIDA BENLOm CODE v Nu"im" - 1/4• P X 7/5' COAX -IN ANCHORS. AS MMNIMLILTUED BY DEWILY INC. (rm 150D PA.IJ O�;•,. /k • ILXM M 2D OAOE GALVAMM $IEEE SIDBM PANEL ' - j14-10 PANfllM7E FEMALE ID AND PMOAMOE PLUS ANCHORS. AS MVXUFACTURED BY ELCO CONSTRUCTION •;� Q AAW PMOOX13 (rn 2071 P.I.G.) .... ------------------- - - - nnl PANELMINTO POURED CONCRETE OR CONCRETE BLOCK I j 1 6 j 1 I �/� � +I(t1i- i•- am I w 1AAMa TD f1U/s 1 s p allN 2! IOWIM Ii1MID !` ' NNrt47a•AiII/ m a ( +ramA• am xQ v O so" L WrAE / g = MMDC!lgpm 119WMOB'/�W PCP 4 ,A@e WI®a ,9M7M°e m° Fueea ® 0 ��N�Awr�Wn m pIrt .NIL IMITAY . fII . ONM 17/NCS fO1lL• 1/2' . 1' VIEWAID � m V Y wq m 1 :7 ITN , � III[ 1 NOA19 � � t/M-IOq COAL p••.. maNIDAOL•1o0 6 r u 1F10DR TO CEE.�MOYMM INST. RtRLp-01IT I�ITEIG INST- ,XMLE ,. N N � O O U O O O N Q- O O O O O W E OO O (O � � Q cu lV O .- f••. 10 LAA V A o O 4.1 L\ G C U C7 N Q'- N N y N Q C= H4 N LAC3 al •� Hv az a] c � s c �-• 4 Iz _ 3 m O N � 7 i fJ d c p 1S � E O f.3 H�cu W O U O V� W = Q Z Z Q J a SHEET N0. SH 1.2 r7mpITFIFIMIT1111"T, III 11JOIJ III- mjmw� f l I1 ml I orl 'if ! 11 mr MAXIMUM AS& m-w - I " w- I 1 .,IV= .06 +01A. -713 W OR LESS 2 9111r BOLTED 2'. IV. `* 2'm -7343 w opt ms 2 7/0' BOLTED C & 4'W INt10Y OF%s&PANEL M.S. & WINCIALF AT OVERLAP & 4011 OF PANEL LENCITH MANNINNI ANCHM SPACING FOR L D. . 3 Ilr - APPLICABLE TO socroms OMI * ANY CMWTON or 'm MAN" PANEL 11"PCONS CAUK-111 FAMMIAMIt FIDAME ID FAMIRAIM PLUS To CONCRM to CONCRETE To Comomm 10 Go"Go"m SLOCK TO CONKER19 WL= I= 12* N/A Ir N/A 12, N/A 12' N/A 1' & 2' (TOP) it* r* to' 31 51 4' Ir a- 1' 91=) � 12" 1. 12, 5" 1. 1• a, a, sc;B?or++ N/A N/A N/A N/A N/A N/A 12 1/2- it, 2' (BOTTOM) +wc. -?U I" A a Ilr N/A 4 1/2- N/A 4 112' MIA 3' (TOP) 70* OR LESS /A 12* N/A 9 1/2- N/A 9 1/2- N/A 3- (BOTTOM) /A 12' N/A ir 12 4, crop) tY Ir 12' 9 1/2' 12' 11. 12• 11 1. ( 11) * UNITED 70 MILO P.J. AILD, DESIGN PRESSURE RATING, &SM OW 29 FOR AICHORS TYPE A. SAWING FOR 1WUlLDIDIt KID WOOD new ANCHOR ANCHOR smammas me mommum ON ww= AN wwam ON rms SCHEDULE. FOR EA LESS THAN REMOVED ON =Ut" #M= ANCIM SPACMG SIT 14111MVINA SAMANO DHOW ON IX'PIMMULL In IHE FOLLOWING IrACROW. FOR THIS OR GRIN TO BE POBNOM RSDUO16 110091101 MUM USING FACTOR SMALA ZMKLM AWIMINIMUM SPACING YOU= PON EACH ANCHOR TYPE AT 1/4'0 1 1/4. 1 1/41 1 now Toe - I :are I I" Amm wmm 00 3 - - 1/2 oNAPNA 04 3 1 i 3 Paw.) I0w4Waw11mkW 3 3 to 3 th 4 "M SAM appmo ORO= 2 HAD AO IAD - I I- + REQUIRES Am DISTANCE BETWEEN BOTTOM OF PANEL I NO (1) TO BE 1/2* MCA, ++ K"n A- DISTANCE KTWEEN 110TRIM Of PANEL Are (D e To BE. 3/tr 311r v MAN. INSTALLATION DETAILS FOR SERIES 2000 & 1000 INTO EXISTING WOOD STRUCTURES 1/4-0 LAC SCREW 0 r D.C. W/ E-Z HANG STORM PANEL M Games 0 s- 0O.C.W/ I Ilr W. THFAL40M PENETRATION -10 IDUSTING WOW HEADER. % 2.4' THE Wit-= re2kmn WOOD THREMIED PIDIEWtUm no OR 04 ONE WOOD MEAW. j -0 sk On of 0 EA DID IFS v a - HEAD M.S. W/ To E-MY • WOW HEADve. MIYWIIX r1r AO- POP ANCT 4 Ceft MOMM OF 0M 0 Lk END OF MAO *- 7 OAK -r .1 -.�' F DIVE DETAIL In4 A IA subso 1 =M*T SM 21W Oft T, .1 2 911or 111. 1 4*0-=.3 SEPPRAIM / SWVN 'v 10 GLASS. ha s a Ir oc, 1 SEPARATION To GEASS. ><! /32 12*Q NLU6 M ID C..L me, a Iwo %NSTIAIJ290 F MAW. 111bISTA ON ON a" ALTERMYNE VAIN SCALE 1/4--'-- ALTERMV=. I Iv, I SCALE 1/4-.1 fa 1. IMSTAUAIIONS ARE ONLY VALID FOR BUILDINGS WITH A.Sq, 11%." LOAM UP TO +664. -75,3 W AND PANELS LENGTH UP TO S-ib. L FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN BE PONE ft. 2. W/ SPEC= DENSITY Of 0.55 at DOUN- Mp AS I --TOP ALURNAM t MOUNTIM CAN K MMU NANT compfflIm I TOP INAM 11610101111 f & AMC" LOCATION ANY M VX ANY XRSI41Rn11, SMILE- 1/4• - J* HOW ; SHUTTER TRACKS Not SmOmm FOR CIA" a-m I a NY "m IA snow) LAG sca •N.. TH= Imoct.%. VIA. 2 •=FLA PLATE T 1/0 LAG Sc"$ tIr O.C- W/ I 'm am nwtA= PD*7mmm m 6siwvi WIM HEADER. cvmL 11116, erMEWAA; 1" S.Y.S. am OF (SIM MAIL 1/24 & --kS) L=e- LLB. W/ 7/9%V32- CAM M"4 L11 "1 1/4-0 LAS SCINDIS 0 Ir wmwt-41 V-1, I 1ajWL THREADED POKINATIM IN OF "At AT an ON EDGE Bull MIT 1211FIG Trelmul -W SCALE 1/4'-1' FLORIDA BUILDING CODE (NIgh •volodly HU c me zon N o. 4 i157 'T zt 20 BADE GALVANIZED STEEL STORM PANEL Pp. Do" ft. STAI A tol s's/bi '4014111 OF 00' /T L1 E -CO... GIM& PROTECTION PRODUCTS, LLC. GRAL FL =14 "low (W)M-754 fam, ")No-m7 on. a. N. , � DWOIMM COMPAW TILLIT T'wTL me, :00 04-0011411"s IN- tt 1L 20-176 ORV" E -.1 - -- pq -1 GENERAL NOTES MOCUMOENT - -RAN61Y. -.2 1�11`101u: (C) !a f. STORM P19EL SHOWN ON THIS PRODUCT EVALlAUON (PI.D.) HAS KEN VERIFIED FOR COMPLIANCE 0 A� I'/W46 .'m A. . II DIX, INC WITH THE 2020 (71h EDITION) OF THE FLORIDA KUM COOL THIS STORM FANS WALL NOT BE INSTALLED AT MICH #14-10 PANELMAXE FIEMAU ID NO PAMELAIATE PUPS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCT" PRODUCTS. VELOCITY MURFWANIE ZONES (MIAMI-DAIDE / 90MYRD COUNTIES). 1/4'# SCREWS PER N.C.S. OEM WIND LOADS SMALL BE DETERMINED AS PER SECTION INw S OF THE ABOVE WvomwCODE FOR A 949C WIND 7/16`01TS/r WOW BUSHING, AS DISTROM BY ALL POW SCREW. BOLT A SPECIALTY CO SPEW AS REQUIRED BY THE A10130ICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIFIECtONALITY FACTOR KO-0,85, USING ASCE 7-16 AM SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE ROWS INDICATED ON SHEETS C.11) MMLIM 11W.ADED PENETRATION INTO WOW Of TAPCON ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCO ANNELMATE PLUS 3. 9 THRU 12 at 17. 16 AND PAMELMALE FEMALE O. IN ORDER 70 VERIFY THE ABOVE COMMON, ULTIMATE OEM WINE LOAN DErOMM PER AS 1-16 SHALL, BE FIRST REDUCED TO ALS& DESIGN PRESSURE RAYING1 BY MULTIPLYING THEM BY 0.6 Od ORDER TO COMPAIRIE THEM W/ MAX ".0.) C.2) WOMUM THREADED PENEDIATION Of LAC SCREW, INTO THE WOOD FLAW UNVT 94ALL BE 1 1/2-. NO THREADED OEM PRESSURE RATINGS INDICATED ON BEETS & 0 T""U 12 t17. Is. PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REOLAWID THWIADED PENETRATION. IN ORDER 10 VERIFY THAT ANCHORS ON THIS P.LM AS IESI WERE NOT OVER STRESSED, A 33X INCREM Of ALLMMILE STRESS FOR WIND LOAN WAS JBIZE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD STALL K As INDICATED N THIS DRAWING ACCORDANCE WITH N.D.S. 2018, STORM PANEL'S ADEQUACY FOR IMPACT 00 WIND AIDSWANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 OF C.4) MINIMUM PENETRATION OF WOOD BUSIONG 94AU BE 5/11', 1/4" 11-20 SCREWS USED WALL BE 1 1/2' LONG MINIMUM THE ABOVE MENTONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814,01-01 AND #021602-00, AS SHOALS STUCCO OW, AND I" MINIMUM MR WALLS WITH NO STUCCO. PER SSM 12-99 & ASTM E 330-M STANDARDS, AND AMERICAN TESTING LAS BMW FLORIDA REPORT #1123.01-10 AS PER TAS-201 AND TAS-203 PIRIMMS. AND AS PER MCLILAT04 PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C.5) IN CAM THAT PRIECASIT STOW. OR PRECAST COMMM PANELS. STUCCO OR WOOD WARDS BE FOUND ON THE MUM WAN. AN0401VS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. FLORIDA BUILDIMIG COME. A%CMOftGE SMALL BE AS MENTIONED IN CA), C.2) A C.4) 2- ALL ALUMINUM EXTRUSIONS TO BE 8063-TS ALLOY AND TEMPER, (UMLM OTHERWISE NOTED). SEE 31HErT 2 (0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE M004OWS MANUFACTURER. 3. ALL ALUMINUM 94M METAL USED AT CLOSURES SMALL HAVE 3105-MJ4 ALLCY, 8. PANS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SMALL HAW STRUCTURAL QUAILAY STEEL. AM A-653 GRADE 80 MING", C-00 GALVANIZED THROUGH 5) EXCEPT THAT W-40M 0 & 0 SMALL NOT BE USED. STEEL DESIGNATION w/ry- 92.2 W (AFTER ROLLED). 9 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION POWA04T COMM CARBON STEEL AS PER DIN ATTACHED TO URINE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE.SLOCK OR WOOD FRANC BUILDINGS. 311018 W/ 50 W YIELD STRENGTH AND 90 Im TENSILE STRENGTH 00 SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411 "3.4. 10. EACH WGUI.M STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONSI 1. 2. 4, S. 6 AND ALTERNATIVES IW, So & 4w ON SHEETS 4. 5. 6 A 7 RESPECTIVELY. SHALL HAVE A LEOW AM READILY VISIBLE MARKING INSTRUCTING OWNER OR TVW TO 6. BOLTS TO BE ASrM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 36 k.1 MINIMUM YIELD STRENGM. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING POISON Of HURRICANE WARNING. 7. ANCHORS TO WALL SMALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SWUM COMPONENT EDGES WHICH REMAIN IN CoMMUOUS CONTACT WITH THE BUILDING TO PREVENT WND/RAIN INTRUSION. (A) -M 101C/Mrll TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUR.M. INC. (Min. rc-3192 P.ml) 12. STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BLALDING 00 ZOMW REGULATKINS 1/4' 0 ' '" - CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BIT THE JURISDICTION WHERE POW IS APPLIED TO 1/4'0 . 3/4- SOLD -SET ANO-IORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. (Mi.. r.'woo P.I.I.) 13. (a) THIS PRODUCT EVINUATION DOCLMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PROADE INFORMATION 114-10 PANELMATE FENALE 0 & PANEILIMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. MR A SITE SPECIM PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 1/4*0 ZAMAC HARM ANCHORL AS MANUFACTURED BY DONALT. INC, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LINE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS KM POURED CONCRETE SMALL BE 1 3/4"; 2' FOR ELCID PANEL/ATE AND BASED ON THIS P14. M04M HE/SHE DOES NOT DEVIATE FROM THE CONOTted DETAILED ON THIS DOCUMENT, CONSTRUCTION SVETY AT SITE IS THE 0ONTRACTOR'S RESPONSIBILITY 1 3/4. FOR ZAMAC PARAN ANCHORS. THIS PROMV EVAAATION DOCUMENT WILL BE CONSIDERED WAUD V MOOMM. JL2) CALK-IM & SOLID -SET ANCHM SMALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SMALL BE PERMITTED' 1/4- 0-20 SCREWS USED SMALL BE 1 1/2- LOW MINIMUM SHOULD STUCCO EXIST, (4) SATE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE IN AND I' MIMED FOR WALLS WITH NO STUCCO, AM WAY BE HEADED SCREW OR ALL TIWEAOED 3=0 W/o HEAD, WILL ENGINEER OF BE RESPONSIBLE FOR THE OFE01Mw BUT WIN WING RUTS. PROPER USE P FD O== AS A OVIANIATED ENGINEER TO THE P.EO. ENGINEEIk SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REMV. A.3) IN CASE THAT PRECAST STOME, PRECAST CONCRETE PANELS PAVERS Sn000 OR WOOD WW435 K MIND ON THE EXISTING WALL OR FLOOR. ANCHORS BALL BE LONG ENOUG14 TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. (0) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SMALL BE AS MENTIONED IN AA) AND IN A.2). ENGINEER OF RECORD THAT PREPARED T. (9) TO EXISTING CONCRETE BLOCK WALL ASTIM C-90: 14, SHUTTER LABEL SMALL K LOCATED ON A READILY VISMSUE LOCATION AT STORM 1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BIALDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.92 Or FLORIDA BUILDING CODE. ONE LAM &HALL K PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE I /4- 0 x ?Ar CALK -IN ANCHOR& AS MAIMILFACTURIED BY OEVAILT. INC. FLORIDA BUILDING CODE. 1/4-0 X 3/4- SOLD-SEt ANCHORS. AS OISTRIKITED BY ALL POW SCREW. SORT 4: SPECALTY CO. 114-1 0 PANIELMATE FEMALE 0 AND PAMID-VATIE PLUS ANCHORS, AS M~ACYURW BY ELCO "IN 1/4' A ZAMAC WAIN ANCHORS. AS MAIRFACTURED BY OEWALT. INC. ............. r BA) MINIMUM EMBEDMENT OF twcoN moom aco PAWILMATES AND ZAMAC MAIM ANCHOR'= L CEN FLORIDA BUILDING CODE (Mon High Visiceft zom) BLOCK UNIT SMALL BE 1 1/4'. cone 9.2) CNA-01 & SOW -SET ANCHORS SMALL BE DABECCED 7/8' INTO THE CONCRETE BLOCK UNIT. NO %,44 VA, 7 03= mmm P& 24 CAGE GALVANIZED STEEL STORM PANEL OMAN W. STUCCO SMALL BE PERMITTED. 1/4'0-20 SCRINS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD COST, AND I* MINIMUM FOR WALLS WITH NO STUCCO. STATE GLOM PROTWI1ON PWOUCTS, LW. 8 3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BMW o VAAL TL 3M3$149")en4M 20-175 EUSTING WALL. ANCHORS BALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 0"Now-Hem, ANCHORAGE SMALL BE AS MENTIONED IN BA) AM IN 9.2)L NQNAL DAMON;, Nsok-00wis i -1 .- - 1- I=FLi "A F PARIS& FM9 ISMIX, I or is -0 O CL = 0 CL cu 0 -0 16- a- - -I.-& C-) CD U) a) 0 0 5- -C) a L 0 CL) 3: a a .0 u- cu cu 0 > "0 E U) CIO '0 cu -*-a CD -.0 a - C/) < "MUM A&D. DESM ERMM RATING (p-jLfj AND CORRESPONDINQ +2/4 1/4. 34/5, 5/5 & 6/5 INSTALLATION DETAILS FOR REGULAR PANEL MMUM SW= PAMM MI mdm 00 scm=LrLL ONLY rag P&MRAR STORM IW/6. 21N/O. 3W/7 4W/7 COMPONENTS FOR REGULAR, UFE SAFETY jk E-Z HANG STORM PANEL SYSTEMS r No ANCHORS CODE SCHICOULE OR F* K MAX- INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES (SCALE 1/2-l) PANEL INWAU7M INTO POURED CONCRM- CONCREM K= & WOOD (t) r'llm-7-'--- I• ML ---1&12V MIAL WV"--- 2.1 sms ummgaj�� (I)rAMISI� AT Em 6 o --Jzwm Pam CONCRETE .___Brm POURED CONCRETE CIJ t no STITH TRAMM Im- a)- 0 & CORI ----12" (EFFECTIVE r1or OR DA-0, 4 . -1--i-r r--rT r r -7-r-r-7-7-rr-- I- T OR CONCRETE BLOCK CONCRETE BLOCK CL 750 am mwm WITH TRACKS (b OR plaw MOUNTED AT EACH EW1* rT REQUIRED REQUIRED cli -.-$ c"')- 474'L' CONCRETE ANCHORS or MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH (ISEE WHO" ON ME SCHEDULE ON OR -L-' (ft.) -L+- OR -L-- (ft.) SIIEEIS 9 THROUGH 10) SHEETS 0 THROUGH 10) Exenm POURED OR CONCRETE "LK 3.3 ! 7. 1/4' REQUIRED. aa.-�'-" ro' MAXIMUMI A.". CONCRETE & vxm MAXIMUM AS& CONCRETE a WOOD I X MR. OEM IWALLAmo; t OEM t VA ---------- CONCRETE ANCHOR! P�' ok%*M= FEEL .2A w 04 PRESSURE Rum AMM A163 MP. I (+ - VAN so w L, C.J 2110 Ir-1. Ir-41 20LO 141-4* rr -r CJI ZJQ KTAL A J11 -�5 LA- 0-0 mv. - -------------- W- -ALL 210 Ir 2so w-go, A - - - - - - cm Jae imo lf*-r w-r Wf, I STORY PANEL Is �'7� - - PANES SMALL BE MMLO AUNINS UNBOLTED PANELS 901.7611 PAWLS /40-20wl* cn TRACK AINGLIE WITH STUD =0 -101-yar M SECMG AS< FROM LEFT 10 mw a/ 11r Is ON" HEADER -r_& M.S.wL WLT Nc AT 00 AT WT la OF PON& WILD to, 11 AS 4mo (SEE 45 91-01 Irl. 4SLo V,-I* r-7* SEPARAXION 10 1 Q) PARR o.024 Sao TO Cum CONCRETE BLOCK GUNr CONCILETE S � �-) C2 To) .671, .00 EDGE O"S 0 - To 4E T TOP a" GALVANIZED Sao r-y- 01-2* EXISTING M Boom" v MON. � �Sw =m pAmms Be Lp 0 so.0 r-r s*-r me r_r 1-1. GLAS9-1 ON OW 3) PAMEL LENGTH I Q) J75' v r (SEE SCHEDULE SEPARAYKIM W/ mcamw EDGE P.Oft• sao r-.r r_r mo "L* Mm EDGE *OA5* To CLASS. PANEL LENGTH 85.0 71-e r-1. CONCRETE ANCHORS om somax" (ur SCHEDULE 13r -1> I i i ON IAI 1&0 r-51 Ir-11* (SEE SCHEDULE ON ON SHEET 3) _7 3) ON SHT 3) ci c" r a SHEETS 9 THROUGH 5, 0 r-r I" L 11 - rMaX --PLe7W MIT 11-1. 6-7, 1 80LO -1w 8'-4* @ or® OF "V I r-1. 1-1. 80'a I* mam. @ 'A", WMMEk-'-- . $ no ?--w 6,-J, -1* /4. 3/4. 4/5. 5/5 0/0 1 V4 OR 2/4 :�+ V OF 'v cz W/O. 2W/G. 3W/7 & 4W/7 /e. ISQMMM VIEW QEWL A Sao 01-0, 6'-r MAIL ROUNDED CORNER 0 ENDS OF PANELS Am, �ooa` mo 0 -1. r-o' (SEE SCHIDDLILE ON SHEETS 9. 10 411) END LIP W/ HEMMED EDGE. .125' ED. I Iwav s-s' T-11' TOLD 3*-r I I (N-T-S) sw DMA 1 REGULAR STORM PANEL 6) ELEVATION cmearmu 8'-r OF PANEL 10110 GAP 2- 1 2 I/r 0'c F- lur CONCRETE OR APPLICABLE)' 3 ?Wo9r Fmo 4040 9"w"Irlm BLOCK r ALLOY 115.0 V-r I i I . i I S.S. MAL W/ ON WOLOO. r it" Fmo .067, m HOLE WASHER OARAP -1 WHOLE MILLEY) 3105-MI54 ALUM KEY N= AT PANEL SIX SHEET G FOR ADDITIONAL 110.8 1111.6 04tSEE.07r 11124' air -7-a F 1 ummom W saw team a 1 1'. 4"' Aw ONLY MIND FOR INISIALLADOMS INTO I 9 SLEEVE 2 1 Wm SWALICTUNCL meimm sEemAymm To wm SCHEDULE MAX GAP F /"'• NT-/1 LOCATION ME USED &Z2 WHEN OWING POURED CONCRETE OL ur- SECTION A -A PANELMJITE$ CONCRETE CLOCK wmo SPEED 4 170 -P. ALTERNATE COIM=W_; POURED CONCRETE REQUIRED. 'tea O MM. LENGTH -111i -'� MAXIMUM I, WIND SPEED 170 ff4Lh N.T.S. ANCHORS CRETE BLOCK WOUFAID CONCRETE ARE USED. PANEL LENGTH "0.--- low (in) (SEE SCHEDULE ON ON .1or 2.000, UNRESTRAINED NMMWM L*NoteMp%%VWM (T= .125' mmm 94CEM 9 THROUGH 10) SMIEETS 6 THROUGH 10) l5411* (rep-)i 3D OR LESS 1. 6 1/4' D(I) L+: MMRW ALLOWASUE PANEL UUMPIN FOR A OWN POWK A DESIGN LOAD. L-: WAX. ALLOWABLE PANEL LENGTH FOR A GIVEN MIGNINE A&D. CUM LOW. O L 75W (2) PROCEDURE To womw MAXIMUM pwa Umft REV. -14- HEADER "U" 14EMER ; f. 31w To 00 1.• 7 Ilr 7 I/e I" Mo. TO r Ma.- 11 . -- . dWM A PONTINE A.M DEMW LOW. DETERMINE MAXIMUM FAMIL LENGTH FROM SCHOXAF- i -low. f;90 TO 145 1" 7 Ilr 7 1, am =:w oemvzmmrmm m " Few mm Few SCHEDULE. FINAL =j ICE N6tlIBYl orrommeEn mm umm BUILD;ma MOUNTIma w" WALL UWH�� MOUNT SIMM IN MAX KTOM 1L+1 me 1-1. SOME 3/M7 @ &M (a■J* TMCK @ PANIEL HAMM -4 (3) SEE SCHEDW BELOW FOR ML PANEL. LENGTH MR PORM,V OLIALIFICATICRL SCALE 3/8-1* 0 t INSTALLATIONS MO WOOD ARE LOOKED 70 * 95 p..L MAX A.SD. KOM PRIDISLINE RATING ns 3=01 A -01 41 1 /A- MW I A MH IMEMN EM0, Ow• (USE ONLY FOR E-Z HANG WOW PANEL 1'S'X1x IIUXD� 0. 10 A 11 FOR M01. AS.O. LOADS At MAX AV41X LEMOM FOR 1. 4".ID[.t�A 4� ---- "r TRACK Me" SPAM 49 a usm .31 .27S' ow SYSTEM) W53-TS ALUM. ALLOY DIRECT Tpp STUD MOUNT MEN)ER HEAVEN ARGUE TRACK No. 44167 FLORIDA BUILDING CODE (Nor, fth volooft Hu am Zenm`) FLORIDA BUILDING CODE (Non HIGH V*Iocl"ftty cone Zo FLORIDA BUILDING CODE (Won NIBh Velocfty HIM one Zone), 2. + .125- .94- ?,a MIN. 41 Cam ILUM mc- F.P. L ? I " 1. F.P. DOW MOUNT 3V 3r 3V 35' w w 44167 am lum Imc- 24 GAGE GALVANIZED STEEL STORM PANEL .44167 1 24 GW GALVANIZED STEEL lam PAW .Ow .12wr -- 24 USE G&VANIZED STEEL STORM PANEL BOOM Wh OFAM W- crYP.) 2w STATE OF 1.S`XI.5' SPUD ANGLE 35' 1. 3r 1. AS. 30' 36* a/V/Mw NM FOR OF SECTIONS, -- 1. 4r or GO" 11LIEC 0 'No. GLOUL ATE 01<�# GYA7/ZM ED. EI= OWA" MIN. 11LIECO.... cumL Pwmcnom PRODUCTS. LLC. mm. VAX -- TAw PROTECTION PRODUCTS. U.C.GLOBAL PROTECTION PRODUCTS, U.C. L am &AL 5 sow SA III vw (SEE SCHEDULE ON TOP & BOTTOM MOLMAIM CAN BE 4= Lot at 1111111, W�Ew -r we" m" SHEETS 9 COMBINED IN ANY WAY TO SUIT ANY 'MGM, BNMI� P- 333% I VAX "GAWE 3r )MR-mma. rom 20-175 78WL "L. 20-173 P"m 3M4 20-173 3r w -". qq, RI.IN ..,a 'aaaa 'Wee CAME. n. =1 ID) @BUILD -OUT "F" BUILD -OUT *F* TRACK @ WASHEREQ WINGINUT IN= I W 1 32- 1 32' 1 36" 1 W Sr W "w=Am-4- =-7 INSTALLATION. Wx.-. ORam He iAP, 06-amis am! 441 f=9 4 nwm in '4 WMAC 3 Mi" PIL opt/MOPVMOK/M N=A. In T.WA 11`1 tris'14 '4410' IOU 4 w Me TRACK ANGLL N.I '. Ps. "m CONCRIETE DO LOCATION SONEVULE Is 9 THROUGH!ON 10) LED mism POURED LOCANION CONCRETE ANCHORS m SCHEDULE ON ONCRETE SWEI 9 THROUGH I W#0Hw HOW 1/4' �•.mx• CONCRETE ANCHORS aucw 'Na tKNEN Ge /4* MAX. M SCHEDULE ON SHEETS 9 THROUGH 1G)! PANEL U (SEE KH ON SHE 10 man. SEPARMION MR SAM (1) & saw SEPARATION TO MA35 -t- Mae. SEE SCHEDULE TO MINSIL (SEC SCHEDULE I ON SHEET 3) ON SIRE 9 & 10 SPACER PANEL LOWN 6:w owpot 1.4, (SEES cHemE ON SHEET 3) 1 1 MAIL LENGTH (SEE somcom 04RAMON (SEE ScIaml ON smErr 3) "V OF V I OF MAX. MAX SPACOt- LE NGTH OF "v MAX L CONCRETE -We CONCRETE ANCHORS (SEE SCHEDULE SWEIS 9 1 LO (SEE SCHEDULE On to SHEM 9 THROUGH 1 9 2 Ils- LOW -___j MAX ALUMINUM rE D OF WALL OR SLAB SPACERS 0 6 1/4- D.C. VA FOR 10 POUM CONCRETE BLOCK CONCRETE msym POURED, CONCRETE ALL DESIGN LOAN AND PANEL LENGTHS PER SETT I CONCRETE ANCNM-/ i REAMED. OR CONCRETE BLOCK AEOUIRED. - SPACERS 0 -19 'Mr (SEE SCHEDULE ON "; V (SEE TABLE f I ON am" I THROUGH 0) I SHEETS 2 & 10.) CEILNG "D am moutmNa 091,1111ING WALL MOUNMG 12 IWNT W PACERS IS OR I& SECTION 6 SCALE 3/a.1- O. 44167 24 OW G&VANIZED STEEL MOM PANEL OF 11LIECO. WIM& PRONCTW Pf,004m LLB . OWL 'SIOATIJIDV' 4M LW. 0 SWM am q.,30 20-175 INSTALLATION DETAILS EQR REGULAR PANEL (1 INTO WOOD STRUCTURES T T-,,, V'r-T7 min. f WOW ANCHORS TO GLAMM.- -r SEE BeHOM ON i--(SM SCHEDULE ON SHEET 3) L .1. a - PANEL UDQTH WOOD W49R WOOD ANCHORS REQUIRED (SEE SCHEDULE ON ON SWEET 1/4' SHEET 11) SPACISR le MAX SL SPACER LENGTH 1 MAX w w1mL ED Man. ED A-- J L -@I* MAX. LONG ALLMINUM SPACERS 0 12 1/2" O.C. (SEE TAKE It ON SHEET 11.) NOTE - INFLOW SEE 1. UMITATIONS FOR v MAX. AWL I Ilr LONG survm. To PANEL III LENGTH J34M SCHEOULE 1 (SEE SoMEDL&E Cm SCHEDULE Lj i ON SHEET S) I I PAMEL NATE FEMALE 0 OR PANEL MAN ON SHEET 3) ON SHEET 3) PLUS (SEE SCHEDULE ON SW I I) i f mim L. jV I wamH am ram")a To GLASS. P2.4 WOOD LATE RED GLASS ON SHEET 3) i DIRECT MOUNT W/ SPACER ALTERNATIVE 2Vr ft SCALE 3/11-1, 2 0 12 1/2- D.C. SEE TABLE it ON SEES 11 FOR MAX. PANEL LENGTHS At MAX. ALSO DESIGN LOADS FOR THIS INSTALLATION. ED N N Eb WOOD ANCHOR!; --A STAGGIVIED W/ stuc N em scMmDuLE ON SPOM IM, WIN WE 1 Ilr LOW F.- SHEET ONE L (1) kSTALLIMM a Umm *ALM= M" Ir-v U4 wx wm New NNW 111 A $Wnpl=N "m ANY 2'.4- KUM moment CUM Y memo ON saw III, PIATE I;WL MOWN To am "X4* WOOD STAGGE1 OW 3 MW BE MPM V 1/4- AS 0 ANINVIS =4 INN CWMW Sh "ft WE MM 111 04 REOUNIED (SEE SCHEDULE LOW AlTHE AMMONIA AM ON SHEET If) COMPLAD am (1) memmum An on" PmvauIe sum a +ft -0 P^L (3) VAX 24 UK POOL MONTH 6 UNITED 10 w AT ANY awA 5 A IMXCM FROM MM FOAM LOW= ^AM ON (2) max" WOW pan om WON 0 WALL MWIM LIIOUNT smaxam m11). ING DIREF 6 ALTEFXATM 2W (4)1 Iff um VKW TrM X" mout" SCALE 3/a-I" SHED L BOULLAIM x =2= um ITS ONLY at ALTERNATIVE 1W WILD FOR WIND Mn 1. 2 AID 3 At ODOM W AM 9-"" NO THE 2M (NIPcomo or THE nom SCALE 3/6-1- (4) NPKLMW WAAD ORLY PON MO mm 1. 1 A, 3 pin ANN a % FLORIDA BUILDING CODE (Non _fth ve�wffftyNMrlioono Zone) NOTE FOR t INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. Go= ILUM INC. NO. 44167 24 CAGE GALVANIZED STEEL S70RM PANEL DESIGN PRESSURE RATING (p.a.f) AND PANEL LENGTHS DUN W. TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHIM 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE GUML PROTECTION PRODUCTS. LLC.YWO 111A1EC0,N7--\ •10 INSTALLATION. 4m sm. at snw - 1 2. MR MIEW WOOD FRAME CONSTRUCTION: WOOD -Z r a- am FL 333`4 .. ...... PWW. oxwOus-raw Awe (NOW-Im 20 -173 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECInC lft. UNIONS, 0* DENSITY OF 0.55 OR EQUAL a-1 m ism i =& F WILLS U px_ m9 INSTALLATION DETAILS FOR REGULAR PANEL nwNT0 WOOD ALTERNATE Um 4'Ar (Wj ISiSlING INEAM '0QUIRED EXRLL!;� ADEMACY OF EXISTING WOOD BEAU EAM TO BE 'C=EI it EC40M ENGINEER OR ARCHITECT PRIOR TO 3MUTTLR INSTALLATION. ANCHORS ALTERNATE W=00 I' Win -- r-SCMEDULE ON (SEESCHEDULE ON MEET 11) /r Olt MAX. WOOD REQUIRED -1Wr- a 1/4' O.C. I X ANCHM (SEE SCHEDULE ON S(SEE ON SHEXT 3) so he" SEPNo~ To GLASS. 1/41-1. v I mix r" summu ON SHEET 3) PANEL LENGTH SCHEDULE PANEL LENGTH (GIN SHEET 3) (SEE 50*DULE ON %w 3) 1 OF OF 'V a 1 MAX MAX. 41, 12 1/2- O.C. HIMS W79 =Fllh• "XISI WOOD OO PIA19- REOUIWD 2-or WO REQUIRED •-.-Vw moon WOOD ANCHM (SEE SCHEDULE ON (SEE SCHON SLEET 11) SHEET 11)EDULE L--2- 91- amm A LTEA RNmounkc BUILD-gxffrIImNG M ALTERMT4W IAIN 7 or aNse AM . ME FOR COMBINATION OF SECTIONS: NO44167s FLORIDA BUILDING OWE (Man 11k2h VM*Cftft *one zoned 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATW (p.w.f) MO PANEL LENGTHS 440100 MIT= mc- U UK GALVANIZED STEM STORM PANEL F.A. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 STATEOF avm W. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTIOM WOOD •"to 0 gut. OLOSAL PR07ECTM PRODUCTS. UC. MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC ..... 11L EC am tv. 5 on= am DENSITY OF OM OR EQUAL. "n MMM WML FL 33314 �a a FAM (Lao 20-175 1-1- "NewAR sweem Nr- FR9 ' 1 Oman 7 a To cu 0 L- ca- 0- a< (D CIO 0 L- CL 0 (D U) cu co LLJ z SHEET NO. SH 1.3 � N � �r��, ■ey',ep�p�(� ,I.N•Br(y�ll >! i� F;�r� r��I�11L�1��[1�1>III�I� POURED CONCRETE. BLOCK Olt21se WOW ,E41II® tan IItA6� , , sl . 13/4• ANDHoI • u• o.a 0 rx4"i Jr -' ,• a105-M4 003-TO ALLOYCORN. 2 //2• AUK ANDIE CASE A (PLAN) SCALE 1/4•-1• ,.6x OVERLAP BEDYOND oPENNO W" x - ILM DISTANCE CASE E (PLAN) SCALE 1/4'-1• 1 1 ©� 0 OR s\a6t a r = r = as ataa R-,4 -1 4 r FRAME Tarn ALLOT oa6c .w -r ac I 2 In ARGUE WW tt{=Y = , 31C T4RON a MR. 1 POIIW® I 1 2�wtoI L---<Z OR(3 /4•• . 3/r LICaR I,x E OW= L•i/" r: Q U•Iv 016I12, WWMs ( r . 2. AN' m TERNME LEO LOCw,ON s N•c 60< ctaT Yaa 21 wurwiaE'O�aR 1 E 'IT, IT AU ' UM. , t'Tm PLOA6. LT 1dllED LdCER. 1 trsouRED . J I frm.i "4 O M -----� OT. G4P 1/0 . R•lT a• = 4' _ Alr OFIJAI�ftfl COOL ARM MAU CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1• SCALE 1/4•-1* SCALE 1/4•-1• CASE F (PLAN) SCALE 1/4•-l• OR pp{, SCLID--ELt`AWMaMHr�ME� ai0l0rtp'�i a ad ATE Rii ,® ® /PBYYE ,"LOP, CR 7i4' WOOD I Elm Or aPE1/a f rRYc RaaA� j a wL • ,I) C1EDRE t0 ON e, I J/4' wd. •© OR® i NETT r ANbONO FPaN r OMB PLs FIANOD NO 1 m PAL OI„D, CW Bo PANW „MW1/ CASE G (PLAN) 'vCEN2 FOR MOUNT INSTALLATION ✓ •. YA.D DIRECT ONLY A CERTIFIED PANEL NSMIATION AT WALLS W/ No. 44167 ': SURFACE LEVEL VA MOMS WITHIN 3/4• * : t FLORIDA BUILDING CODE (Mon MIT V*lm"v Nurrlaam Zena) MAXIMUM A.S.D. DESIGN o ESSURE RATING. (o: f) AND CORRESPONDING MAXIMUM A_uCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL_ C)j INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL iQINSTALLATXMS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 At 7) MAX. A.S.O. OEM PROS1IlE (P•a+.l M XIYUY ANCHORS SPACING FOR E0.. AS SHOWN ON SHEETS 6 r 7 APPLICABLE OLIEvvam A AN'f OF THEM MAXIMUM PA4l LENGTHRATING t• (N.) TAPCON LAID SCREW PWIFLaN1E FEMME D PANELANTE RCN WOOD 13• it it 13• IF IV 13 Ir 13, Ir ,r Is, (BOT1DM) 6 1/2• 6 ,n• 6 1/2' a ,/r 6 1/2' (SOFT - - 6 1/4• 12 1/r 6 t/4' PIT MIT.-) r-W r e e' e• - (Toll LE�iW e e r e• - (Tarra1) 1Y lY 13• /3• lr poll 445. -45 OR LESS 13• tr tr 13' ,r t3• IF 13• i]• 6 ,/r • f1aM 13* tr s Ir rn PROTON) 6 1n' 6 1/2• a ,n• 6 In• 6 i/r (m►) - t ,/a' 12 In' s 114• (STIR.•) )r-r 4 tn• 4• • ,n' s In" 14 _e 1 In• 4 1/2• Y 7• - 3• (BORW) 10 1/2' 1 • 1/2• 1 12, 12' 4• la (TOP) ,Y ,r ,r t3 a +/Y te6Tmh MAX. ASA OESION PRE TING (PAT.) (p.a1J YA1a1RI1 ANCHORS SPACING FOR EA - AS SHOWN ON SHEETS 6 k 7 APPLICABLE 100LENGTH k AHM � THEM PANEL2SSUIR •,,• (R.) 1AP00N I/iG SCREW ID Ft]AlE D FEMALE PANELMAIE PlL4 BIWNb 13• 1r Ir Ir 13• Iw mm ,r Ir ,r Ir a IS! (BOTTOM) 6 ,/r a 1/r a ,/r 6 1n• a ,n' SCR - - 6 1/4• 12 ,/r 6 1/4• PIP MIT.-) r 7 1/2• a• e• - 0T1� LESS 7 1/2' e• 6• r - 3w (BON1O1) Ir 1r ,r Ir 13• Pop) . +4 -45 TO 470. -75 tr it 13• Ir Ir OMM Ir ,r ,3• lr ,0• r iJ' tr tr 13• • 1/r tr (BOt1ah 6 1/r a ,/r a 1/2• a ,n• 6 1n' (t•l) - - 6 1/4• 121/2 a 1/4• (••1T') PTO 4 ln' S• 7 In• 7 ,n• s• S 1/Y r 6• - 3r pprtOM) 13• 12• 13' 1r 31n• oD►) r Ir • SEE TABLE jt FOR MA)L A.S.D. DESIGN LOADS A MAX. PANEL LENGTHS WHEN SPACER 5 • SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS t MAX PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 USED. OORRESPONOBNG ONLY TO ALTERNATE 2W ON SHEET 8 reolrE.li A ABA. OEM LARD L NtEL 40 PSF OR LESS 8'-B• > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF W-10• A MAX. PANEL LENGTHS ARE ONLY VAUD FOR I STALLARONS ,F/ PANEL MATE WALE ID OR PANEL MATE PWS ANCHORS a W/ sS p0b#W%U- 1/2' D.C. ANCHnR 1 t PANEL Loam (SEE E rw" p ,• Mn. ON sw 12) I TO GLASS. 1 1 I I I 1J CONCRETE P01p1ED. '• CONCRETE ap ORBLOCN I w I 1 1-_1 /,Y IMM0.W7E Pj6N.4,__ MOM 0 12 1/2' O.C. OR Nun 16 A H FOR MICCORS TYPE r SANCON MAW Ilaal,A7g16 RIM WOOD PRIZE ■ROiIOt. I*"" ANDIRON SPPCNO6 MID MIaNn BOON DOODOO [ ARE ROICOO ON INN SCHERLIL TOP E0. LDS THAN WOO17O ON sam" mm ANHOR SWCINO ITT MN7rlma VACM LAIN ON SCHOME A THE r000aa FACTOIa FOR DN OPERATION it K POSSILL IEO, SPAO2a am"= usm FKTW LWL MN a LEST DWI WORM SRACOO 2SOWED MR EACH ANCHOR TOME a" THIS SCHEDULL i I AIaO fl![ aolN N US mow now trMao Do 3 3 •AWNRNIWL yNRY eJ 3 3 NnANEw o..M. ROM w At1RNa R f1AR W RIBRN t/r u - 1- r a10 m 'Ir 1305E Com COOK INA ANCHOR (p6YpO) ' uIG SAPLT7 f•AU6Nl. (VAUD ONLY FOR PANEL(/ INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 t S) MAX As.D. OESIGH PRESSURE ROM MAXIMUM AlIC110RS SPACING FOR MN E0. PER SCIVDILE BELOW AAPPUGMSE TO SOCTIONS MAXIMUM PANELPANEL wam ,) MAX. ASD. DESIGN P"mm RATING �, MUfYM ANCHORS SPICING FOR MN EA PER SCHEDULE BELOW APNAiIaE M IFMCM (A,I TAPCON SOLD -SET FEMME p � LWRC-RMtDN CALK -IN k TMOON BNA-aET FEMALE 6 � ZM61C-NNIN GUt-N k SO A m 1a A 10 om Imo A 16 A 10 /6 T� 446. -45 LEIS ,r 13• 'r u• ,r Ir ,r Ir /r is* 1r 1r , 6,�• OR �• •4•�-4• 4a5, -ee IF Ir IF IF ,r Ir Ir Ir IF Ir Ir 1, 1 6,�. apt LOS it Ir Ir ,r 1r Ir ,r Is, tr 13• it tr 1 (6 ml* lr tr ,r Ir ,r ,r ,r ,r Ir ,r ,r 11 I/2 , (BOFOY) Ir Ir lr it it ,r ,r 1r ,r ,r ,r Ir 2 (LOP) tr ,r ,r tr 1r 1r Ir tr 1r Ir it , to 2 OOP) tr Ir ,r it ,r Ir Ir ,r it Ir ,r Ir 2 DKXT%Q ,3• Ir Ir ,r ,r it Ir it Ir 1r 13' 1 1n 2 (SOTIOW) ,r Ir Ir 13' ,r ,r ,r 13• tr it ,r ,r (TOP) ,r Ir A• ,r ,r Ir Ir ,r ,r it tr , , 3 (RIP) 2 , 2 I 6 1/4. 6 1/4• 2 , 12 In - - 6 1/4• 6 1(4. 3 (6011100 - - 2 ,/r 12 1/2 6 ,/r 6 ,/r 2 , 12 1 - - e ,/r 6 1/4' 3 (•OT1011) r w r r r r e r r r a• 7 1/2. 4 (TOP) r 5 ,/r r w r e In• r 7 ,/r r r r r 4 MP) r - r - r - r - Ir - r - acme r - r - 6• - r - r - r - (10011b1i ,r a ,r ,r it ,r ,r ,r ,r ,r it it (TOP) Ir Ir Ir ,r ,r ,r Ir ,r Ir ,r it t , 0017 13, ,r Ir ,r 13' tr it ,r ,r 13• it t3' (eOnow 13, Ir it ,r Ir ,r ,r Ir 13' Ir Ir it 1/2 5 DICTION) 13• ,r ,r it it ,r 1r 13• ,r Ir 13• 1r (mP) u• ,r ,r ,r ,r ,r Ir ,r ,r ,r ,r 1 1/2 a crap) _ - 6 I/r 6 1 r 6 t 4. / 1/4• - - - - 1 14• a t/4• a !• - - 6 1/1. 6 , r a 1/4' 6 1 4• - - - - s t 4' i t 4. 6 (RIFT IF s' IF 10 1 tr Y Ir Y 7 ,n S to 1S' 4 ,/r , W-4" To 14'-4• 1r a' tr ,3• I a 1 ,r a / i +n• f t/Y tr 5 1 , >5,�• ro r-6- it r IF ,r ,r 6 1/2 it 6 1/2 10 1n 7 1/2 ,r r I DwnDlq ,r 7 ,/r ,r ,r ,r 1r Ir IV it* r Ir a ,/r I MOTION) Ir 5• ,r o , 1r r Ir r 7 1/2 sin ,r 4 1/2' 2 (TOP) 13• r Ir Ir ,r a ,n• Ir a ,n• t t/r 6 I/2• Ir 5 1/r 2 (TOl) Ir 1• ,r it Ir 11/2 13• 6 1/2 to 1/2 7 to 1r 6 1/2' 2 (BOTTOM) ,r 7 ,/r IF IF ,r ,r Ir ,r n• e u 6 1/Y 2 pHormM) Ir 7• Ir ,r ,r a In it i In to 1n 7 ,n it a I/r 3 (1'0P) t3' 7 ,/r Ir it Ir to* Ir /r „• 1• ,r a 1/r 3 (TOP) 12 1 12 , 6 1/4• 6 I/4• 2 1 6 1/4• - - e 1/4• 6 1/4. 3 MOTION) - - 2 1/2 2 1/2 6 1/4• 6 1/4' 2 1 12 In - - 6 1/4• 6 1/4. 3 (BOTTOM) r r r 5 1/2- r 3 1/r r 4• 4 /n• r e I/Y r 4 (TOP) 7 1/2• 3' r r r 4• I• 4' 4 In• 3 1/r 6 1/2• r 4 (LOP) r r r r 5 ,/2' 7 1/2' (e017DR) r S' • 5 5 1/2• 7 T/r tBaBTOYl ,r Y ,r ,r ,r i ,/r ,r t i/2• o 1/2 7 +/r ,r r (mn 13• 6 I1r ,r Ir Ir le Ir to* it • r ,r "i a f1RPJ Ir r Ir Ir Ir 6 t/r 13• f ,/r' 0 f 7 1/r it a 1/2• (BOTTOM) 13• 6 ln• Ir 1r Ir to' it Ir III r Ir 6 , (eDT1aM) 1r r it 10 in ,r r 13• r 7 1/2- s ,/r Ir 4 1/2• (* ,r r Ir Ir Ir a in• 1r 6 1/r 1 1/2 . 1/4' it s ,/r (POP) e 1 r 6 1/4• 6, r 6 1 4• B, 4' 6 1 1' i BtiTI» 6 1 4' 6/ e 6 1 4• 6 1 4• - 6 1 4' 6 1 4' a N2 S,1INT 11 TOR MICRON IM A WOOS FOR eswuTMN6 INTO ROOD AINE LWONN. • IWORM IIRAIOP MOM AND WOW OW OETANY ARE POOOID ON Wt'tisn•= FOR E.D. Los T11N 40e0110) oN sum" ,Imm ANCHOR mow a "Iffy Nt woom "ON OR SMMU IN THE FOLLOWING FROMM ON!THIS OP0POSSIBLE.M N To BE P06t,EDUCED SFFA OaANO NR16 FACOR IRPLL NOT IN LDS THAN WNMRI SPOON I01CAI D FOR EACH ANDON APE am DN ,cIWaLNLL ANpt01111PE ,H'• ,/r• I/4. ,/4•. ,µb ,µ•. tMNa aria aMRe-Iwsl au-W we" MIEN WRONG W 3 3 1 3 3 3 I/r 1 1/2 RasummoRt 1 iW beam PA4 Iooc 3 3 t/r r 3 3'Ir 3 3 f ,/r 3 I/r 3 In 3 ,/r A71YL NINE DEIGNS Ity 2• Aso as - ,m - w '• SPACINDS ONLY WNW WHEN SPACER IS USED. SEE T /I FOR MAX. A.S.O. OESXRt LQAOS r MAX PADEL WHEN SME 's USED. -- —ANCHORS (SEE SECTIONS A ALTERAMO i ON SHEETS 1& 14. 15 �.---` R-1A/13, R-2A/13, R-3A/14. R-I D.M.,(2J) ' R-1AW/15. R-2AW/15, R-SSAW/16. R-' OorG) O O O O MEL& A ASA. DOM LOAD WVMW LO FAML 40 PSF OR LESS A•-B• > 40 PSF TO 50 PSF B'-2' > 50 Pw TO 50 PSF 5'-10• A MAX PANEL MOM ARE DIV VALID MR INSTALLATIONS W/ SOUD SET M04M A W/ SPACER AT 12 1/2. O.C. R-3B/14. r MAX 15, R-311W/1 0 �I 1 i I L 1 4Y-2al 5s. BOLTS SIT I I r j ; OVER r-a i j ' PANEL LENGTH 1 ' (USE FOR PANEL. LENGTH 11 MAX O N ' ' I • ( t j I STORM PAIL i ` i REGAL" PANEL i (r/ OIE�WAP9I1+40A EL�LLF101"J BOLT) j I , LIFE CRY PANEL 1i r�AEIRAP IA ►AILS LDCIM _- 1L_ _ t _.� _ ^•. 1 faD T IF ,� I1A11} t/ta-tat• -}-f-itrVfr --1 --j ----i ---'-+ , - -- AT ALL MdARNGS S.S. BOLTS A AT EA OVERLAP' — _ L_ — �� �1 1 -- -- WNT—�— LOCATION a LEE j i l 1 , PANEL BOTTOM CORNERS ; r' ! O i 1' LOwMP-� i G LEFT PANEL EXTERIOR NPR PANEL 3• t INSTALLATIONS ONLY VALID F'OR MIND L R-IA/13, R-2A/13. R-3A/14, R-11/13. R-2e/t3. R-39/14 r Mw.I sPEm uP m ,7o my.D. R-1Aw/Is. R-2AW/15T R-3AW/ts. R-iBW/T5, R-2BW/1B. R-30W/16. ----�- •CHIN• (DE SECTIONS A AL70MUMM ON SHEETS 13. 14, 15 kt1/4- MAX GAP •}--- LIFE SAFETY STORM PANEL M ELEVATION (j) j 2.atY 6 SCALE 1/4•-1• Rm' NIL ohA/P .I trNE i REC,AM STORY PANEL (—�) STORM PAID. TAPCON RO rO.C. Rm W/ SNUG WOOD 1 * I� LIFE PANEL : * ftORiDA BUILDRIG CODE Non Ngh Voloa INN no Zone �Q •N10 77e'• = EMFJGR�i s �Rli� 11 L E C ID INS.GLOBAL 24 DACE GALVANIZED STEEL STORY PANEL ORIN,F.PW. PROTECTION PRODUCTS. �'• m�ROL. SECTION A —A 1/4'-,' � u ' " N� , nq Alro . MATT OCW P-,la «m L IIINNW SILT FL fa3+4 WIDE: (aM)IBB-7WL Pat (aa4)SI6-aN7 20-175 .aa ar,•w� /L SL L/ 10wwuw/DME Ow u'h.. IL ORaS N• `• Lai ,f a U 1 t MAX 6. PAMM LENGTH (SEE artma" �--N 4S 1 rN4• wa �! vuTE 1f4•0 TA•OON """'•"' ANC/0R O r O.C. StAGCfREO w/ SILO .r.4- WOOD S LliP PAANfl �MO�� LW3 I. INSTALLATION ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATINGS (P.LQ AND PANEL LE14M AS PER ELEVATION ON SHEET IL 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO DE SOUTHERN PINE No $ W/ SPEL'IiC DENSITY OF 0,55 OR EOUN.. �t�lal 4• as S0.N a /7t as TAPCON 2SN' R 0 i• O.C. Kdp 7:��•i)iT1:�Z1`iE: �If�4�772aitt7J` .It . WI. Emo TI N A 3110N TI 12) MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.N.t.) AND CORRESPONDING MAXIMUM ANCHOR SPACING mHEDUL FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCR-ETE BLOCK SMICTURES (VALID ONLY FOR PANEL)RSTAuA7wa AS PER SECTIONS t THRU B, ON SHEETS 4 k 5) MAx. A.S.O. DESIGN PRESSURE MAXIMUM ANNMM SPACING FOR W LD. To SCHEDULE sum /PPIICARlE IIAOIPHM FOAM LENGL.TH MAX A.S.D. NESSWRATINGIE YMMIY AtIClIORS SPACING FOR tIRN EA PEII lCIm1AL BELOW '�� NN2eRIY LENGTH ) UPCUPONBOLD-W PLUSPLUSZAWC-WAN ONK-N k TAKON SOLID -SET LIIIAC-NRe11 Gll(-N k A m m m to m Wm OF INERT TO TO m A TO tr p' TIENI ro 475. -7s ,r ,1• ,r u• ,r ,r ,r ,r s 1r ,r Ir s•_• OR ua 4 �-7• *Ilk-tas ,r r I• s 10, ,r •, ,r 61 7, s, Ir 41 1 OR LESS ,3• „• ,r ,r ,r ,r jr +r tr ,2• Ir Ir I (BOTTOM) tr 6 tn• ,r Ir it r 13' i• ,r 7,/r ,r r , Owra) ,3• „• ,r ,r ,r ,r u• ,r ,r ,r 1r ,r : tlah ,r r 1r 01 ,r s, /2• +r is •7, n , a /2' ,r 41•2 n (W Ir tr ,r ,r ,r Ir tr Ir ,r ,r ,r Ir 2 (I10T1OM) tr r ,r u• ,r B In• Ir 6 t/2• o ve 7 ,/r ,r 6 ,/r 2 w—, Ir It' ,r 13 1r +r ,r +r ,r u• Ir to• 3 OOP) Ir r Jr it 13' a 1/2' Ir I ,n• 10 TIr 7 ,/r Ir r 3 (Tom : llr 12 1 6 1/4- 6 I/4• 12 In 12 I - - • 1/4• 6 1/4. 3 O+OT OY) 12 I 2 tlr 6 1/4. 6 ,/r 12 11r 6 I/r - - 6 1/4• 6 I/r 3 (ROOD r r r r r r r 6 1/r r r 6• 4 1/2. 4 (TOP) r r r 5 1n• r 3 In• r 4• 4 1/r r 4 1/2• 2 in• 4 (Tall r - r - r - r r r - a - (BOT1n1I) e' - 6 1/2- - B' - r - S 1/Y - r - (1p701) Ir it- ,r Ir ,r 1r it ,r ,r Ir ,r 10• 8 MP) Ir 6 ilrl ,r I it ,r r ,r 6• I lr 7 I/r it r 5 (TOP) 13' it" 1r Ir 1r IF ,r tr Ir ,r ,r to, a (•Or n Ir r Ir I ,r ,r i In* Ir s ,/r a , 7 'Ir ,r r 5 (SOTTOI) f3' „• tr B• 1r ,r Ir ,r 1r it 13' t0' a GDP) ,r 5' t]' 10 1 ,Y 6 1n' 13• 6 1/2' 7 1/r 6 ,n' Ir 4 1n' D'aP) 11/4 • 6 14• 6 i 4• • ,/4• - - - - t Ile 6 1 4' 6 MIT- - - • 1/4• S 1/4• 6 , P 6 1 a• a , 4• a 1/r - - 6 1/4' 4 i e a (faTI.») IF 7 1/r Ir ,r Ir /r ,r ,r it' r ,r a , , >W-e To r-O' tr r IF D , IF 6 , ,r 6 , 7 I • 5 lIrl tr 4 I1r , >6•-6' To r-r 5' 7 I/r Ir Ir Ir 101/2- Ir 10 ,n 11 1 r 13' r I (sOriOM) Ir 6 1/2- U• lr Ir r ,r r tr 7 ,/r 1r r I te01TDY) 13' 7 //2• 13' 13• tr 1r 13• it ,1• a• 13• 6 1/2. 2 (ml) 1r r 1r to 1/2 ,r 6 i/r tr 6 yr 7 1/r s ,/r ,r 4 ,/2' 2 (MM w 7 ,/Y lr ,r ,r o , ,r to , 1 , r Ir r 2 (B0Fp) it r Ir ,r ,r i t/r Ir I I/'!• 0 ,n 1/2' Ir 6 ,• 1/2'7 2 (BOTTOM) Ir 7 I/2• Ir 13' 13• to 'Ir ,r to t/2 I tlr r 13• r 3 pro-) it r Ir Ir it 6 11r ,r i 1/2• 10 ,/2 7 ,/2' IS• r 3 OOP) 2 112 2 In 6 I/r a 1/4' 12 1/2 6 1/4' - - 6 Ile 6 Ile 3 5iFi ) 12 I/r 12 t a 1/4' 11/r 12 I1r 6 1/4' - - 6 1/4• 6 1/4. 3 (eOROM) 7 1/2• 3 1/r r r 7 1/2• 4' r 4 I1rI r 3 //r r r 4 (TOP) r r r 3 1/2• 7• 3 1/r r r 4 1/2' r s ,/r 2 I/2. 4 (7OPj r - r - r - r 4 (BoTROM) r - 6 I/r - r - r - 51/2• - r - 4 (BOTTOM) ,r 7 1Ar IF ,r tr to , 1r o 1n + 1 r Ir r DAP) IF 6 ln• lr Ir Ir r /r r ,r 7 //r ,r r t1a1) it 7 rn• Ir ,r 13• D ,/2 Ir 10 I/2 13• r 5 (fOROM) lr T Ir 1r ,r 6 1/2• Ir 191/2' f0 I 7 tn• tr r S (BOTmY) Ir 7 //r Ir ,r it to 1/2 I3• 115 i , t/ r I it r is crop) tr a ,r ,r 6 In• 13• s ,n 7 +n' s ,n• ,r 4 1n e t t/4 e, a 6, 4 • 1 a 6, 4 6 1/4 a - - 6+ 4• e 1, 6, 4• e 1/4' Is tp 6 1/4• s i¢ omw 11 MR AND"= "m A WRONG FOR IWIMLOONS MOT an IR,4E oma as • WNMM ANCHOR MMORMR NO WOMAN ON OWUN IS ALE Oorum ON rAG SCEDRL NO EM LM DHN NOIWO ON SCMDRE PEO a MOM VACM LI MILIPIANO BOOM, *am ON moms 0 Tw m110we WOOL mR D46 a►mm To a roo mL WHO= Bona ONDOM IONS FACTOR LOLL LOT K LOS DWI IWORA SPICSa NOICMM FOR EACH ANCHOR TM aN DN fC01PL NCHM rim 1/4•. /11 t/r• 1/a • fµi 114Y rm/W NNI.a a6Nl r MINA ARp10e !TINTS Ok) 1 3 3 3 2 I/r 1 1/1 AtItgRMNN OW 3 1 ,/r r 3 f ,/r 3 atwRaB.e3 Aaa a 3 ,/r 3 'Ir 1 3 1/2 3 ,R• ACRML m B.wG,i 11 •A - - - - 2 , all LLD — .3a r n14 an - Im w ,m 190 ' •• SPRO NCIS ONLY VAI WHEN SPACER IS USED. SEE 1 FOR MAX. AID. DESKN LGAOS h MAX PAE). TEEN SPACER IS t/4•a TAW ANCHOR W smtA A.B.D. OEM LW MA> LEMM L 40 PSF OR LESS B'-B' > 40 PSF TO 50 PSF 6'-2' > 50 Pw TO SO PSF 5-10' A MAX. PANEL LENGTHS ARE CW_Y VALID FOR INSTALLATIONS W/ SOW SET ANCHORS A IN/SPACER AT 12 1/2' O.C. ttttttttttt4<.— .�•.— �i, rw� LN/AN CON w ART 0 a. o.c. [ pl±g/wTM4". O.C. _ B�iopW CONCRETE on IK3>f,TE .= KOU'CONCRETE. oR LS WALL MOUNT SCALE 3/Mt SU 111413115 16 A 14 FOR ANCHORS TYPE A SPACING FOR NNALIATma NOT WOOD FMME alaDelOa. rawM MINIM A i/MINae AND aH6RA DOt tR6tMm ME R ms 71 oM tat iDlaAt me EA LED INN HiIrwT6o ON ITC E01AE R[OUCE MOOR SPACING tr MUl7rLYN0 WL'116 WIOWM ON SC®Yl[ Wr M ►ouo" I&IMM FOR DO OPERATION So IN PONOM :eDp3' D WPM ovum usm FACTOR OWL MI K LDa TWO LwIMA SMpa IONMtm FUR EACH MOOR lYK aN TIN 601mLLC MOM TOPE >� Mrr MCNI SPAM 0•) 3 •�W2w ;a.,.•1. 0•J 22„2„Dl,y y,r Lr N 3 3 AN.pppE W RIM 2• Om 71 Is POURED CIE in eBLiOCK BID. 1 v MAX r PANEL LENGTH ON SHEET 12) I I I , _ I 6 EO �/0{Ii•Q lm0 yi cv , o 1/4-0t'D�0/ TAPOON ANCHOR • 6. O.C. 1 ANCHOR O r O.C. POIAtm CONCRETE on HOCK ACCUSED. ExHSIN6 POIaED CONCRETE OR 7E = SECURED. : 0 L� PANEL INSTALLATION DETAILS INTO WOOD -- MOOD wAm MOUNTED 1 4Y TAPCOR FOR LJFE SAFETY PANELU STRUCTURES — NEAODI 1 4-0 TAPOON 1 r��0.G rO.c. __E \ _1 V / �0• tn• .,/4. 1/4. MAX MAX Mr- 1 I ILJ�_ T•IASs _ _ _ ,�a,• ---it_— _. ._-'_ as 1 1 Ir4R1 WO 1� 6 t• ----1GTH ,MIL 6 PANEL M I I ( EtLMl11pH a- (SEE ELEVATION i i ON SHEET 12) B SHEET ON SHEET t2)2) p TO CIA$& N ; 6 aASS. I I 1 L/2 IT I 1 1 awwoC . 1 . , anAr ae 1 CO. �i PUCE REQUIRED I ! ,' , aY ►AI/RIMTE PLUS �� I ANCHHOR 0 12 ,/r O.C. PLATE I .I ; 1� I 1/4-*PAiQWIE PLUS 111 ANCHOR 12 t/2. O.C. LL *lug PFJA WALLWOUNQItlGS N,IH/MM Ep A' Tki SCALE SNIT,• �'•,9 441If7 FIORwA BUILDING CODE Non High Valoafty Hu one Zone ! * * 46o2D nRea NIC 24 CAGE CALVANMD STEEL STORM PAIL rA SPOON N •^ 1. NSTALLAnON ARE ONLY VALID FOR MAX. A.S.O. DESIGN PRESSURE RATINGS (p.s.Q AND PANEL STATE OF �D�:• f'i0R rGLOBAL IL Of Me. PROTECTION PRODUCTS. �• LENGTHS AS PER ELEVATION ON SHEET iL 2. FOR NEW WOOD FRAME CONSTRUCTION: W'000 " �� ���� ��'' `S�ONAIE� /�ri✓W •• L R.4R.WN11 atA �WOOLF•'3DR;;4 MEMBERS TO BE SOUTIEINN PINE No 2. W/ SPECIFIC A ! : .r ur . T.. e141L-,4N PINK ON)MR-ISM PMC (N,) 20-/7S DENSITY OF 0.56 OR EOBLAL. PL � m N r r OMela II. ��q-ppN"'•j,'6"' E 19 19 Car M or to N ly O N c '0 N C 5_O cu -a LO a— .0) U � N O cu O 0 O W C O O CCCf LL p CIO > .� C L_ CL i � -0 0 .� cu U Q I 4j c QN4 o v F N •C C2 W a� V G L O CLL� O Wj e 2O 11 CD N m x L.L. N = d FO O N O s Q =) r� CV cu Y CD m c E _ Q p V 3 o � ` Cu cuu rn a •o c r= NO O u 0 cn +^-J' W O cf)CL CL U c O •� mcu V / L m W Q Z Z Q J a SHEET NO. SH 1A Ezt/ts, Eztw/ta ANCHORS -(SET SECTION EII ! ALTERNATIVE E21w ON SHEET 1a) I -3• Me..� -•i]' MeN. - I- W. 'I- Mina -T(SEE NOTE 2) -��Y"Iwm 2) j „rXery I Tn. 3 Ili ALUMINUM POP RIVET O LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE 1/2' O O O O b O O O O O PROMDEO W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED gVkLEp TO 0E FROM INSIDE STRUCTURE. AT 2 PTR PANEL fiY.Lief 56X OF L (t ). ���i������: E-Z HANG STORM PANEL SYSTEM (END PANEL) 4AK CONSISTING OF PANEL + CON. TRACKS TOP dr BGITOM. (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (NlTERWR PANEL)�r� SEE NOTES 3, 4 SEE NOTES 2, 3, 4 (2). ENO PANELS SHALL ALWJ�pS BE CONNECTED TO TOM TRACK AT 2. OTHERWISE A STOP BAR (� SHALL. BE PROVIDED AT TOP Of SUCH PANELLE PANELS. * +- 40.0 pp1.(3). K END PANELS AID CONNECTED TO BOTTOM TRACK, CONNECTION * _... ' RE kj . .i_ ..__ _ SWILL CONSIST OF 1/4'e-2093/4" M.S. W/ 7/B'exb/32' WING � PANELS W/ ,/4P-2Oe1,' NUT OR i/4'6x3/4' Min. THUMBSCREW a/T0 TAPPED BOTTOM -VPL7ED SS. BOLTS W,e EA. OIIERLAIP TRACK. LOGQION OF FASTENERS MAY BE AT EITHER OF TWO (SEE SECTIONS IS I EXTERIOR FIAT FIANCES OF END PANEL. OF (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM MAX. TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO I PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF JJ_LLJJILLJJ_L J1LLJ LIJILLJJ_LLJJ1 4.LJJ_LLJJ PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION e e e J 3, M. SEE NOTE 4 T 3• Ya. t' NFL L t• Ion. t INSTALLATIONS ONLY VAUD FOR WINO 3 LJW" rm 3 SPEED UP TO 170 m.p.h. t3' ANCHORS • _...-(SEE SECTION E21 6 ALTERNATIVE EZtw ON SHEET 18)--- - --... EZ 1 /18, EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t) 2.6E 1'(uN. OhTIl.t 1/4- MOIL CAP wit/ow a-, i SECTION A -A �,,,,,,,,,•I,NN., - A_ T.ILI SCA1.f. 3/32_=' NNNN`.�EP P� • ' EN '' :�9 : FLORIDA BUILDING CODE (Non High Velocity Hurrleane Zone £ axlo nRrn..< 24 GAGE GALVANIZED STEEL STORM PANEL'm: .44167 i *, GLOBAL PROTECTION PRODUCTS,LLC. 4% STATE 0 1 N o our,%90' fCOR10 ^/�,1[�q�- .anNa a do 6LRNo cwev: DIANE. ti wt. PHai 20-175 4,F�: �"i'````, H•.. ;1®i rrf`,.'e w. (si m-ml )M-10H& FA<- (Ds+ONO-e1nT -ry DRAMAG NM 1, pit ,wt0 s AAAAF NI ,NH1itl, rflEibr'TE rrM.NA A-OOOeTT LT. - MCA NGiNEERING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15, 2020 Application Number. 17869 1 - R2 EX Project Number'. 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FL 33409 Product Name a Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-3.005. F.A.C., for statewide acceptance per Method 1(d) The product noted above has been tested andlof evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: •PRODUCT V LUA CUMENTS EVALUATION TION 00 r in PF -31543 Ntied'24ga Ga van¢eit Steel Storm Panels HVHZ a Non-HVHZ--. sheets 1 5. EX drawing g 20( ) prepared by Engineering Express. signed & sealed by Frank Bernardo. P E is an integral part o1 this Evaluation Report. • TEST REPORTS Uniform static structural performance has been tested In accordance With TAS 202 test standards per test report(s) e6T-ASG-17-001 by Blackwater Testing. Inc Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) NOT-ASG-17-001 by Blackwater Testing. Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been preparod which evaluate the product based on comparative and/or rational analysis to quality the following design criteria' 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3 Minimum Glass Separation 4. Anchor Spacing 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 ( (866) 396.9999 TEANOENGINEERINGEXPRESS.COM EeiGiNteki NG EXPRESS. COM sJw.rcu1 .z rr,.. T, rA rn 3 ,lu+vua 4J.1 TYJ w .I '.I r-T>r-•W J.-kLMA_ K-L MLI LM:_L ]P SH I 1 I njy A06' NIERMTE BUIl�IJi pWMTLM: EXTRU530Mf !, J-• hY i.7• ... 4:rB:.2 J PnG r4^T.-: ) :WU: i a91-_UL D:.�: tA,rJ�,_1T /1 MIIIH txl l NIXW l N-f:11t1R � �I'iFK CC'YC-- MDl;J1 r33' .1}rNYK irx'• I p E.c IC'nuC YY]TK' Ore •Dl EIIR _ ..... T / F r T• , it iri �s rr. i>var �\ W/,LL MOUNT Sa:TIOH -uurr,�su E OV r ;T ;mUCR.F! IV ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product Separation from glanng is not required for installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test repon(s), and is accounted for in the engineering design of this product Wind Load Resistance TMs product has been designed to resist wind loads as indicated in the span schedulers) on the respective Product Evaluation Document (I a engineering drawing) Installation This product shall be installed in strict compliance with its respective Product Evaluabon Document (I e engineering drawing). along with all components noted therein. Product components shall be of the matenal specified in that products respective Product Evaluation Document (i.eengineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i e engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shall be of a material listed in this product's respective anchor schedule Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer i r permanently installed shall be protected against corrosion contamination. and All components which are a t ns of po pe ly w 9 other such damage at all times. s amag This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Respecttulh', Frank Bennardo, PE ENGINEERING EXPRESSO aPE0045549ICan. Auth 9885 t SS Ili•. h:. M, SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3344 (954) 354-0660 1(866) 396-9999 TEAM ENGINEERINGEXPRESS.COM ENGINEERIMGEXPRESS.COM Try{, U 4t VA"i D: j• Ts �/\CCB.INi/M1OOR NOUN YCf10N 4�m.q Y EAlM3°x"4 N'iNr.. •a•.. : rIY A•Ax•1 •Aitr•P-+.tt- :•C:._VNY:I ,.0 HDl'• I�,WF EABIJ4J'. As YN A_ T f 1 L) :it.::-H xl . y•����� TD3 M1 Cut:�' •_ cI:Prl TiiM:• r ;L 1u')A::•:FBiLE"� a'l3ST.•-F , uLEan� ::»;� :TE(1.• avEi . ' •y`^" +:II h44lr. _PU Or. ,.xAR, ; }N', Is•v,<: I,L.LN C' .c mlrrlirT rn-v- rarc.rc r=v U OPiIONP110P/BOTTOM Gt09URE OETAR _ INyOY. �L e i•'• . _ IeA;N :-ar,A,A U •r• IRM:XNNNK:I Nr NK;nox n r: IN(iA lrxtN MlR1M1 N cIN1N 1 20-31543 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG ARM PANEL INTO POURED CONCRETEE _ CONCRETE BLOCK AND WOOD STRUCTURES _ _EXISTING POURED CONCRETE DR , '4`0 TAPCON CONCRETE BLOCK ANCHOR O 12" O.C. REQUIRED. O 1/4'r TAPCON ` 1-' 1114. 1' HEX HEAD TEK OT10D .1•"' _114.1' HEX WAD TEK ANCHOR a 12" O.G. SCREW O 4' rRON REOLIIILLO SCREW O 4' FROM EDGE OF EDGE OF {7 71 9 09 ! - 1/••A-IWP LJ Li ) ,a/S4 it __ .. 1 ) 63, e0.D R 1 e01Rte N N rw DIOR/f� q 1 1/20 l l tic. N M 1 t/2• SE EXISiMG N CtA55. / - E iWQa� SEPARATION - 3/f 6'r 70 TO I _ 3 16 POP TO CLASS POP GLA55- "N ;UMINU4 it ' i I MAX AT rain • E 1 MAX, ILL .,•N,6 AT � ������ - -1 PANEL LENGTH AIR em EN '-j PAHEI LENGTH p NMeleeM' + ; I a 1 w_ Y t' Wn. ) S I. MIN. N-.SEI R TO GLASS. ; SOX I TO CLAM THUMBSCREW OF L. N I-'/4'0-20.2• Or "L- N I THUMBSCREW N ii 1 � I Ely - i'MAIL. /2` r ant J II =1.- 1 /1'r TAPCON ANCHOR ••, - O 12' Q.C. 1/4'0 7APCON POURED - nLATE WOOD ANCHOR O 12' O.C. OUR -RE� �/ - REOUIRED CONCRETE REOUNED. WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIVE EZ1W SCALE 3/8e1- SCALE 3/8-1- pHNil S►�''�GENy�c`�9 FLORIDA BUILDING CODE (Non High VelocityHu come Zone) NOTES: rEPANEL 1-ENGTH • 0.441 p�0 T11WM INC. 24 GAGE GALVANIZED STEEL STORM PANEL RA' 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN BE 2' PRESSURE RATING +/- 40.0 p.s.f. AND W-0' MAX STATE 07/CAW Wo IL E C O Itrc GLOBAL PROTECTION PRODUCTS, LLC. 0"1L PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 OA: FCORIO >wsTl.rr , , IMe a EN9,HEERND .-ANY aDvLFL MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �l NR,,eRNA RL - n1. W,W.• wwA �' ""' 20-175 (lie -,-,sr . Um1 n,..v, MOrc. fc3.)66N-»4s. FAc <IM.)Mn-61n) S/QNALF• N u-wo6r16 o W4RWc Na DENSITY OF 0.55 OR EQUAL. 4NINLN81HssvMlFjDtrz true A nLLn x., Pr. pP�e -isi Scale re ,E ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT (CONN TYPE AS REQ'D) SECTIONOPYIOS y-- f •WA STITCH ALTH BOLTS WI BOLTS WASHHETCH WINGNUTS FASTENED O OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) �W3�E 9 Mg PLAN VIEW E in X ¢ L 110.156' i \ r 1` BOTTOM MOUNT \ ( ) (CONN TYPE AS \` REQ'D) It0.791" MAY SE AT T I-0.375' a BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 PIT S ELEVATION TOP MOUNT ( I NX AS wy.) y-- (SPAN ABOVE OBSTRUCTION) BOTTOM wN� S' (-MOUNT (CONN TYPE AS REQ'D) QiOQ n a� JF' Tel sr � -OBSTRUCTION (LOCATION MAY VARY) %5 > TOP MOUNT zz (CONN TYPE AS R 'D C'Q ) BOTTOM MOUNT (CONK LmBJr (SPAN BELOW TYPE AS REQ'D) oBsrlwrnoN) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL y''-20 STITCH FRONTDIEDTHAT CDNNECTIC'S AND BOLTS WITHWASHERED ANCHORS ARE USED WHICH SATISFY SPANS A80VE a 8EL0V! DBS7RICTION. WINGNUTS FASTENED a ��"' O FB DSP(USE TABLAN APPROPRIATE SPAN E) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM S ANEL SEPARATION IRON GLASS (HVMLWIN. /'.INE46ESSENTIALFACKITIES) �_�F_l ALLOWARE INSTALIATION5lFSS INSTAl1ATKX4SGRFATER SPANILlnall1iHAN 90'ABOYF GRADE THAN 30'A6IWEGRADE ,:writ P�EMX•I45 G00B6IEB'. Ly Ts :. 'e-''� tx91 MAXIh1UM ALLOWABLE Ja^ tlnlW DESIGN PRESSURES: ''7 iMYH, w 16''rl '-0•rV' aS NOTED IN DESIGN NOTES: SCHEDULES o v e POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PE0. SEPARATE ENGINEERING TN ACCORDANCE WITH THE GOVERNING CODE. PRESSURE RE( UIREMENWS AS DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER w 4N 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN wlu u _ ORESSUAL TO THE POSITIVE OR NEGATIVE DESIGN PRURE CAPACITYVALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN 4M Cr GENERAL NOTES: mIt� SPECIFICATION HAS BEENHEAND SHALL IN ROANCE WITH THE RNUREMENNT3 OHEFLORIDALDINGCOD VENn, EOTTICN 00REµO�B-� t b C 0Sif rA5 201. 02 ANDPROTOCOLS. CONTRACTOR SHALL INVESTIGATE 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN TINE DES' OP THIS SYSTEM. 3. THE ARCHITEC7(ENG[NEER OF RECORD FOR THE PRO]FCT SUPERSTRUCTURE WITH WHICH THIS DESIGN 15 USED SMALL Be RESPONSIBLE 0 .. FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH Fri SHALL BE COORDINATED BYTHE PERMITTING CONTRACTOR, 4. SEPARATE ^SITE•$PE:CIRC'S[AL[O ENGINEERING SHALL BE RegUIRED IN ORDER TO DeV7ATE FROM LOADS, DEFllCTIONS, OR SPANS CONTAINED Z HEREIN.CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS MRY Be RBQUIRl 3. TH[ BYSTL9 DEFALLED HEREIN IS GENERIC AND DOM NOT PRWIDe pa INFORMATION FOR A SPECIFIC SILL FOR SIR COMDRIONE DIFFERENT FROM W d p THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT N ALL PRO RE SITE SPECIFIC DOCUME N'TS FOR USE IN i p l� CONJUNCTIONCTIO N IYITH THIS DOCUMENT 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED BY A 1.5 SAFETY FACTOR. :, = 8 Bf X PRESSURES DIVIDED 7, AlL FASTENERS TO BE K'MT OR GREATER SAE dtADE 3 UNLESS EIOTED (n OTHERWISE. FASTENERS SHALL B ECADMIUM-PUTED OR OTHERWISE ZIX CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPECIFICATIONS FOR ALUMINUM STRUCTURES' SECTION 2.3 BY THE ALUMINU14 ASSOCIATION, INC.: 6 ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. < B. ALL STORM PANELS SMALL BE 24GA STEEL, IN0.024'. FORM AST, :Y DY S STORMA TO A633 STRUCTURAL QUALITY S. , AVAILS SHAH CON III ALL ALU YAMiZ[0 COATCNS WITH A MINIMUM A -AM IUMIN NSA. L 10. ALL ALUMPIUM EXTRUSIONS SHALL EE 6ti6}T6AWMIXUM ALLOY, W 4 UM ]1 TOP 6 BOTTOM DETAILS SMOYM EMY B[ INTERCHANGED AS FI[LO LESS NOTED OTH ER WISE.CONDITIONS ,Q HOR19ONTALLY ASAAPPLICAABELE MAY BE MOUNTED VERTICALLY OR Q 12, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMEEODEO TO NON -CRACKED CONCRETE ONLY, INSTALL ALL CONCRETE ANCHORS PER MANUFACTURERS RECOMMENDATIONS. r� g 13. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIAL6 TO PREVENT ELECTILMYSIS. R 9 Bb Ii�v 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY USE OF THIS SPECIFICATION BY CONTRACTOR, el. EL B II4DEPWI ES a SATHIS SAVES HARMLESS TS ENGINEER FOR ALLCOST B DAMAUeS INC WDING LEGAL FEES B APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, 6 CONSTRUCTION PRACTICES BEYOND THAT I I ® Fr E IT WHICH IS CALLED FOR BY LOCAL STATE, B FEDERAL CODES B FROM DEVIATCONS OF THIS PLAN. !t 6 3 15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTFICATIOxS OR AFFIRMATIONS ARE INTENDED E ]6. ALTERATIONS; ADDIRONS. DR OTHER MARKINGS TO THIS DOCUMENT AR[ NOT PERMITTED AND RriAL1DATf THIS C[RTIFlCATON. p M (P N 17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL PER EVERY 3.0 FEET, CONTAINING THE fOLLNG INFORMATION: DWI 7- $� E ALLAN ERICAN SHUTTERS AND GLASS WEST PALM BEACH R ' z 0 �e TAS 201, TAS 202 >L TAS 203 cwrnBNrRMrIN RuxNDDFC 20-31543 FLORIDA PRODUCT APPROVAL NUMBER J VISIT ECALCJ0/37548 $Jrul 1i6L BD -gym ' 'Fen 9,NtffB1NB6RP1®BfAMEIOPE . rOnAMNTW N4L MNR. RfapMT4 i ReotRcea _ _- - III MINIMUM ALLOWABLE SPAN SCHEDULE T TOP MOUNT •� 5aap $$ p °H• Ha dsr (r Cr I 0' 1 23-1 2r 25- 22- 2r 2r rr 28` •U' He. , BNaeelA a 0• a• w rr x r 2s• 2r 2 r 0- 2 r 2 3• zB- r z ' H 2.S a U" Nader 0' 0' P 23' 2 4' 2S 2r 2 r P 3 4' rr IS 2.569Wd 2T rr rr 11' 30' 31` t1" M 27 3O it' 33' 2a BUMt TH. 2r 24' 2r 3P SD" 2T 4S 24' 4a' 30' a .r "F TracA ZS 23` ?S 31" SIT 30" Sr 30' SO' 2S SP 1' 36' Intl Ayk tyvill MourX 22' 2r Zr 1' 1 ?P 3P It` 29' 2r 2P It' 31` O Dr.a MaEN zr zr zr W46' 6O' zB` ea - a 4a• 30' 33• •U- Hwder 0' a, P 29' 24' 2S 2Y 2r 0' 2r 23" 29• 'P N TnOA 24` 24- 24- W 4)r ST 29' 4a• 2r 18' S0' S3' Stud A„ SIN Mour41 Zr 27' 27 11' 9P 31" 11` W20' 90" 11' 33' 'C Tnd 20• 28" 28' 33` 53' S5 3 ^ 6T 28' ST 33' Sa" 4%35 •/d5 _ 10.0N6.G6216 I. NO SE. WuNH LENGT1,s LE_45 *lI4Y iNSgeD IN tAN.E P. 1D ``1 rtN1 .1-40 30.1n 662.16 in AC rFTAEDp104 FOUR' i5 Rr-PED WHEN>WEL LErCAEAHR - THAT AANDE NUCiW� a 0DM 6.062.161n MDUMINe COMNNATION ABOYE. / SO 130E in 6,06 M 2.161n ! SIDE u°uwes aEOuweD foe. NL BunLwri MwJNTs 1N rnBLF ABOVE. wHEae SIDE aDw.es ArE wi - +/ ----- 3065 kl - '- 6A8 _' in235N, - U510'YIIn,BLILWI,i MOVNING CONOm°NS, RMU1RED SEr4 IoNra OH GGSS SHALL MY TEA D11-1. _._ 4, TOMI APNJf3 ,D 60M 21W I WITH OP A,T,rllir BTARH WLT9) AND 249E PANELS, b BOTH WITH RAVEL fASTFN[RS p 11.5' Oa 6.15' O.C. 4/-60 63.Eti &11in 2.72In 3. IN INS, YPPAN ]6'US,NG-11911.GLINE D) Dim SHOW"L.T THESE PHI S9.eM 611M 2.72M I. OPENING iMR rMr.n'xT. UNrIG ANr.IDUNr11NG C1xnmon 53tOWNL TfESEDMW,MfAi. CYAN 5L.1.1tUULt NU I Lb: 1. EiTE0. SPAN SCHEDULESWITH NEGATIVE DESIGN LOAD 6 PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH A POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. -PA 2. -PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ("P-TRACK, STUDDED ANGLE. ETCJ. USE 6.25' O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"- AND'U"-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: L, ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR IN TALLATI 5 OUTSIDE OF THE HVHZ AND OUTSIDE S ON OUTS OF ESSENTIAL FACILITIES IN ASTM WIND ZONES L THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING r$ REQUIRED. OPTIONAL INTERIOR FASTENING DETAIL N L5. RTPANfl INSTR4EI, oN amproe DR K'•zox l•M4a1U1f 6LT,DN STUD W/ WASNBIlD �9�$9�e4 R k W a b (CDINNIC OTT PM MOUNT ROR TO DJACE}pp C rrE{Leaf et7rFON rlDu T (COI,x TrM As � III RED or - 8 9 RL- l fWFD. �rli@N ,M TYr! AS R v LTPrND+:'gNF IEg42�::-: I= ANCHORS., nNE THE e.imNG coxu[,e. .wxe a IN N ow 20-31543 FRAMINRN.xcNOA wow PRAMIM W OG SPACING TABLE. p EACH PAneL to AOJacENT EGRESS MNEL) PA9E DEr£l3�rr1-w,; M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING Z rRANKO[MWVIDO PC R PEin,65N GE I9B5 II 1.35 aSrIri1I $rv! 0.09n"rI 2.250"" 094- rJIIEADEN -,CI,i71 �120• 1 .2.250 -� t,1,094" 0' D 250.750° 0.094] • 8.M• :' al I CLOSURzg$E I yP', P101A611'uDU.aK �SR�1D MIOI.6E25" �a.. cto 1OL25"o16TGA 4-0YP OTYPin T0 4. D94N 0•��Z00To 1-" 2.D'1.930' r-,650 30-�02002' TVP. 2f0-4 2.OD02,00' 2.020250' - 11 :21" BIRO-00 V HEADER .N V y- 1.SL 1.560'1- �1.560" 510 3.3606MAX. .31 0976• -` 0012' •" 0.376' 0. �1 g,N d y 4177A655�� RR1DL� pppp�� tS 5s' S522 '-033' 3 G -y 0.655 0.330' 12.500'PANEL CbVERAGE-1 L�1,� 0.179`-N 0,19rL 01 Igp•� 6.655 �, 1.007 14.675• PANEL LENG r 0.545" 0.5 4150' 0.250" 0.050" + $ �, • I ,R ti DIRECTION i MAYBE 0.DES• 0.25D" T- 0.090' T- 0.090' �.- --II•- �2.� DpgO-�uvrNxn 0.215, .215 0.710' RD.S3S .JDS N aIED- III TIPY mAGc .,"F' 1RADk ig�_ 0.090'��'7OD• W WxmarT 0.957' INN 1 0-19 P DD 655' a.190• ICI `T'� �lC mrrPirTT, JCIa II1P: :. Z - .._ . .. --V `"Yn!.• •fir a N N b ULIZ n !}! I �_ -- ODtCCTIOH F _ r D.125" �-.. run eL � Er�j � ry ul IIrnk it r GY4's.3 -LULEI i--3.000"� 0.NErLSEO ¢-' - � a ej ✓7 n.� 4.•,1H A'uLL Ai �•f ANGLE - YILACK tEX1ErIDm) II :I.'xltvw t: hIP 1>, 111 (ii OVERLAP ' p;1r/.,EC , a 4' MAX /.\ conrlEa aowRE DErAL �. •25" MAX. Qr a I �- O.1BB"� •,a.�ra•; •)v;Rere �.25" MAX, MAX. r4Lt".:.l,JX :J. x1 <1+rA11:4 ,T'•. BUILO.OUT arT..Tf:'RF• Nr: I:T�fIfnY LL vn-, rNAen•E+ - - I MD NMI ] DISTANCE Mw- 1.o0D° _.11 Y. E+. 'r:JOT•.' r •TA�T�ASA•iT.F a. ,Y.r__i. n,2''J_r•A:.u!Jv!.w;rt EMBED 0 . .. OVERLAP TrWJImYNLA 3.620',1 E4II K' ©N,111H1111 Nq,MI arms rrAU a race ro= �.25• MAX. 'J �'.•'r .r.rnrTt:u• N.T.9. !- AAe• MIN. - :N Ta.:Jv.•:.r mI.Soo- -wA-r ccr r7•F 4"MAX. MIN. Imo' p-'A'ric ra, xvLr.. 1n•EW:-„nJ4 ' .ODD• u•DD::+rusul:: ,:i••X :rnr,.,Aarr-• � EE .,�� (; •r Av.'J,�t,C.T'AJ•AX aV• v.'N•.Y'l..^n `••; nl` ¢ i UCORNER CLOSIXtE OETNI :•:9l.eL-:Y•:MY.: r BED • 'n. s-il.n n: D TRAP MOUNT CLOSURE DEEA0. N.T.S. i�.A+eN RRR ., ruxerrilor BHNAIrw 20-31543 E DERCRIPTigll ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS O 12. S" O.0 ® KIM ®i �ECt�EES�®EEE�E��®E�EZYI'i y.%Ntm Efa��D39Dc'�D�®�®[l�I�, ®D 9�®IMIMMiM®D ISM E�E>'�' •2 ®®DID®®®Dim® 11 0 ROAN ex -all ANCHOR ►RMMRE PNF v LIP 10 W IRA AfAx IIY II _0 f.rM1M DP D III f Calls TYPE CONN TYPE U Q O C4 cl CZ C3 C4 COON TYfE CS C2 C3 4 C 114.. r EMBED 33 N�!N:NrS+ 41 46 52 r2 125' 160 160 9 10.32.5 56.0' 16.0.,75• 125' 16.0" 16.0" 6.' 1 12.9 16.0' 16.0 16' 129' III a" 130' 6.1' 12.9' 26.0' 14.e' 6.0" 12.5 16.0'160 75' 1Z.5' 160' 147 60- 125' 16.0"10.7' 6A" 125' L29' 2S.W 1a0 MCI' 14.7u Bit' 12.5 6D' 12.9 160 16.0 147' ED' 14.7' 6o' 12 S" 129' 160°1+7' So" 11.O'147 50" F1H.1lrz' CI•IDCD 33 WOOD 9CREW 41 46 SZ 72 12 S 16.0" 16.0' SO.I" 12.5 16.0 12.1 7 0' 12.5 16.0" 104841 6.2' 12S 160'141' &I. 12.5' 16.0' 97" 5.6" 1 2S' 1 0• 6. 9.7' S.6" 12. ' 139' 12.5 16.0" 1L0" 16.0 111" 160' 96 7.0 12.5 a4' 329 5fi" 12.5 16.0" 16.0 16,, 96' S6' 96' 3.6" 96' S6' 325' ]2.S' 12.5 26.0' 9.6' 5.6. 36.0" 9.6• 5.6" 16.0. 9.6" 5.6" 214". 1-1/4'CMBCD 33 TAPORm •CFAs• 41 y 48 T �WINNNNN! 52 72 12.5' 1- 1a0' 12. V. 16o ills" 9.Z"INISIN 32.5' 12.5" 16.0" 10,2" 16.0" 9.2" 12.5" 16.0" 11,3" 12.5' 16,0" 12.5' 1 .-W 11.4° ILL, 16.0" 9.L" 12.5' 16.0" 9.1" 12.5" 12.5 16o' 10. 5' 160" 9.1.. 12.5' 12-5 16.0" 16.0' 9.1" 1 960" 12.5' 12.5' 16.0' 9.1" B ° 1 A 91' G." 33 All I<IIM,.N MNCi.S 41 WOOD.USHN{,C� 48 �( IIPT� 52 TZ 125' 16.0' 8.fi' .3" Its 16.5 51` 12.5' li 5' 16o" 7.0' 3.9" 12.9 12.5" 4.B" 4 1" 6.25' 12.4" 1 B 4.1- 12.5' 15.4" 5.9" 5.0" 6.2s 1L3" 4.7" 4.0' 6.25' 12.3" 4.7" 4.0" 12.5" 14.2" 5.5" 0.7° 6.25 12.3" 4.7" 4.0" 6.29' 12.3" 4.7" 4.0' 8.29 12.3" 1.7" 4o' ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIEDHEREIN, BUT Y E ONLY PROVIDE MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL 70 SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOP. IDENTIFICATION OF CONNECTION TYPE). 3. "PANEL FASTENERS' ARE STUDS USED IN CONBUNCTION WITH ALL MOUNTING EXTRUSIONS C-1 -TRACK STUDDED ANGLE, ETC.), USE 6.25" O C, PANEL FASTENER SPACING TABLE VALUES FOR ALL "H"- AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5, HOLLOW BLOCK HOST STRUCTURE SWILL CONFORM TO ASTM C90 BLOCK 6. MINIMUM EMBEDMENT SHALL BE AS NOTM IN ANCHOR SCHEDULE, 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FisrmiNG TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4- (RIN.) WOOD STUD (;I,' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINGI. WOOD STUD SHALL BE `SOUTHERN PINE" G-0,55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. Il. REMOVABLE ANOH016 ARE: DE/IALT PANELMATE ALL- RATS SOLID -SET A B11ASS BUSHING. PO S . 12. MACHINE SCREWS SMALL HAVE IR' MINIMUM ENGAGEMENT OF THREADS INTO THE 60.5E ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALLFINISHES, A DESEGNATES ANCHOR Q0NDITICNS WHICH ARE NOT ACCEPTABLE USES, 13. * DIRECT MOUNTING CDNDR[ONS. 16. LINEAR INTERPOLATION 15 N CIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, nl�iNria,�+Hi•IRAi1n aJlPin.v o=4T4S o .S <u N� Wg 4' LI l.' W w 0 e In J Q 4X f i � P = 8 IE V) . Z U W J " Q 07rrNRIR' 4Nr D', uJLY R 20-31543 7 }I N Q) C_ Cn q) CIF > O (1) -1. -A V L O 0-70 Q O C C CIO U - 0 (Q O (� W O O O (a) C __ l \J O O -1.-L� ca Li._ 0 �•L•� \ V > ��••11 Pz _0 _E A✓! Q E Z Z W J E:-i (1 f " f r� N c o N N O A C'NNI L N Q O N Y 3 O2 c � 3 � m V DU /.3 O) � c a T Q � O E.i cn ^�1A nW, W v U)) O 1� 0_ �e U O W LLI Z Z Q J SHEET NO. SH 1.5.