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6381 Beverly Hills Dr
X r I i I I INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS STRUCTURALNOTES SN DETAILS SN1 ABBREVIATIONS DETAILS S3 S4 DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S5 ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air DETAILS AC or A/C ADJ1 or ADJ. Air -Conditioner Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Red. RAG or Rag. Radius Return Air Grill . . . . . . 9-- S6 DETAILS ST AFF or A.F.F. Above Finished Floor FIR or F.P. Fireplace REC or Rec. Recessed STAIR DETAILS AHU orA.H.U. ALT or ALT. Air Handier Unit Alternate FR DR French Door FRT Front RECEPT REF or Ref. Receptacle Refrigerator SS RETROFIT DETAILS BC Base Cabinet FT or Ft Fooll Feet REINF Reinforcing D 1 SECTIONS & DETAILS BF BK SH or Bk Sh Bifold Door BookShelf FTG or Ftg. Footing FXD GL Fixed Glass REQD or Req'd. RM or Rm. Required Room SECTIONS & DETAILS —WATERPROOFING D2 —W—P ------ BLIK or BLK Block GALV or GaIv. Galvanized RND or Rnd. Round ---------------- —DETAILS BLWorBLW. BM or Bm. Below Beam GC or G.C. General Contractor GFI or G.F.I. Ground Fault Interrupter RO or R.O. RS, RIS, R/SH or R&S Rough Opening Rod and Shelf PA1.0 PRODUCT APPROVAL NUMBERS BOT or Bot. BP or B.P. Bottom Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SO or SD. SGD Smoke Detector Sliding Glass Door - — — — — — — — — — — — — — — — — — — — — — - PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh, Shelves C CAB Carpet Cabinet HDR or Hdr. Header HGT or Hgt Height SHT SHWR or Shwr. Sheet Shower SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J CLG or Clg. Control Joint Ceiling HORIZ Horizontal HS Hard Surface (flooring) SPECS or SPECS. SPF or S.P.F. Specifications Spruce Pine Fir SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Colf. COL or Col. COMM or Comm. COMP or Comp. Coffered or Tray Ceiling Column Community Compressor INSUL or Insul. Insulation INT or Int. Interior KNVALL or I(Mall Kneewall KS or K.S. Knee Space SQ or Sq. STO SW or S.W. SYP or S.Y.P. Square Storage Shear Wall Southern Yellow Pine S i U U SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL — SH1.5 ----- - HURRICANE SHUTTER PRODUCT APPROVAL CONN or CONN. CONT or Cont Connection Continuous LAUN or Latin. Laundry LAV or Lay. Lavatory TB TEMP or Temp. Towel Bar Tempered � � � a CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. DB Dryer Door Bell LL Lintel Length LT Laundry Tub TOB or T.O.B. TOM or T.O.M. Top of Mck Top of Masonry a _- _-__ __ _ __ ______ -- _ _ 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 me Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFIR or Mfr. Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum LIC 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. Microlarn LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic Vorv. 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 MEAN ROOF 15 FT, HIGH TYPICAL DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry .,,VLorV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ELEC or Elec. ELEV or Elev. EQ Electrical Elevation Equal PC Pull Chain PED or Ped. Pedestal PH Phone W/ or wl WA or W.A. WC or W/C or W.C. With Wedge Anchor Water Closet (toilet) THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID EW or E.W. Each Way EXP or Exp. Expansion EXT or Ext Exterior FBC Florida Building Code FDN or Fdn. Foundation PKT or PkL Pocket (Door) PL or P.L. Parallam PLF Pounds per linear foot PLNT SHLF or Pit. Sh. Plant Shelf PLT HT or Pit Ht. Plate Height WD or Wd Wood VMW HDR or VVDW. HDR. Window 4eader WH or W.H. Water Heater WIC or W.I.C. Walk-in Closet WM or W.M. Wall Mounted (plumbing fixture) FG FIN FIN FLR or FF or Fin. FIr, Fiberglass (Shower Pan) Finished Finished Floor PSF Pounds per square foot PT or P.T. Pressure Treated PW or P.W. Pre -wire WP WS VWVF Water Proof(ing) Water Softener Welded Wire Fabric (Mesh) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. PLAN REVISIONS DATE VERSION DESCRIPTION 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 04/25/12 1.00 NEW BASE PLAN 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 06/25/12 2.00 GRADE BEAM FOUNDATION 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 08/26/15 3.00 2015 NEW CODE UPDATE 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 03/06/18 4.00 FBC 2017 CODE UPDATES & MODEL UPDATES considered for reimbursement by the Designer/Engineer Without advanced notification and approval by the Designer/Engineer. 05/30/19 4.01 MOVE KITCHEN DOWN, ADD 6" WALL AT REF. Payments will be made in accordance to the terms of the agreement. 12/19/20 5.00 FBC 2020 CODE UPDATE 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. JN 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 1525 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. W a) 0 > 0 C) CL cio Li— h C:) 6 CU 0 ' C: > > "offilill lift VYI SE �A ew Ul 0' F 0 F 5 E S 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. I* W a E ti 8 C1 04 C-4 04 co — LL r _J LL r- IZ 42 UJ C� C14 0 U. C� Q '! .6" LL LL 0 Z 12 Z; � 8 mmcs— OP (D - ;; co �¢ Z go Z LLWw 14 W T) 6 6 (ti -1 vOi 0 v ;Z C14 2-- 9 Zi < �v-04-J a: (a �Z V 0 -0 ij— —LU 0 V) V) ro u LU M , CO < C> co Z LA- E 2 go "0 Z® E 8 cc F- 2 E U 90 00 7)0 U 0% Z, c—, W /) C 0 ZLL -Z Z 06 Z CL NW C=) 0 Z1% 0o §1 `C LO LO M (0 CU = 00-%. < r Q WC .2 (0 0 N C:) o M LO LO 04 E M 04 -- r- O 0 C4 0 Z Z CE E 9 0 0 JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. CS 5 O 3 v, z 4 B n b4 z 4 c :n 0 9 0 0 E v N E sn U z I Y / o 0 v 0 J i 'V s 5 z. 3 53 60 KITCHEN 11 Up -in OWNER BATHROOM VARIES, 2" LESS THAN CABINETS BELOW T MIRROR VARIES � a oc KITCHEN -- ■ i oll it (■I �I BATHROOM 2 INTERIOR DETAILS VENEER KEY PLAN SCALE: 1/4 "=V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z Ll w > OD 24' TOWEL BAR ON WALL ABOVE TOILET TOWEL BARB ON BATHROOM WALL TOWEL BAR IN TUB OR SHWR. VALVES g a ¢ a = W MEDICINR. E�� CABINET ¢ TOILET eo = 1r PAPER tO H D S fO U r HOLDER 4 LLa LLQ v 4 v 4> iy> '4 O M h N TUB FIN. FLR. BATHROOMS, SHOWERS AND TUBS SINGLE ROD ro in CLOSETS LAUNDRY c 0 KITCHEN POWDER BATH r o� J S6 f TYP. @ 2 STORY (3) 2x4 #2 SPF STUDS W/USP HTT16 @ BASE AC PAD 10'-0" O 35 SH -- DINING 8'-8" FLAT CLG. CARPET FAMILY 8'-8" FLAT CLG. CARPET 42" HIGH 1/2 WALL W/ 1x CAf OPEN " ' TO AB . I I 11 21 FOYER 8'-8" FLAT CLG. TILE D I I I I � I I ;ENT Y 8'-8" FLA CLG. Y = -- AF ---- 42" H UPPER CABINETS 36" H UPPER CABINETS i6" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEEDI2"MAY REQUIRE A SUPPORT BRACKET It 36" H BASE FINISHED CABINETS o COUNTER TOP 30" H BASE R CABINETS b cRe a0 LL •N F `4 In o 1 2^ 2x 17 m FRAMING 4 c a 112" GYP N o7 N N <? BOARD IN.F FIN. FLR. SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" LANAI I I G.T. 8'-8" FLAT CLG. A.F.F. 1 "I TI-0" 2'-01' I I' I I HB I O I I 6068 ■ -- -- NOOK t-- - -- 'a FLA CLd. - fiTILE-1- I - -�-� i I FM I I I I I 26 8 F 1 I I 0" 0" I I Iry I I 1I I I I I I I 171 01 11 121 131 141 151 1O 2x6 WALL- - _1101 D.W. i O O L --- J „a,.. S NK '-8I LAT ICQ TILE _1- �s rs uu vWl r16 B �SE �LL: FG1 TR SU S 10X `I I !,3I -I " i AIL k x PWD" TP -8" FLAT CLG. TILE Q I( C H2 S4 C w S3 S3 ' BUILDER TO PROVIDE NOTE: FINISHED WALLS APPLIANCE PROTECTION TO BE FLUSH. FIELD WHEN REQUIRED PER FB - VERIFY. r 54" x�22 _o Z ATTIC - - H a 'I Q L ACC-Ess a J 0 U J 6 LL 0 1 >LU N - - G.T. - - - E T UARAOS---------- - 8'-8" FLAT CLG. A.F.F. I I I I OPT. GAS I I STUB OUT -4 I I I K I I S4 I TYP. @ j GARAGE 1 I I ---- ------------------------ 1 16070OVERHEADDOOR___ 1'-4"X1' SHAPE CMU COLUMN J - S6 TYP. @ 2 STORY - I( I II ALT II ��al AC PAD Il 1I PLUMBING LINE TO SECOND FLOOR OA - EDGE OF SLAB 2"BEYOND WALL H LU w3 2OIX XU=� >_Jm gg TYP. @ SINGLE STORY q 0 "41b1 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20X38J 18}X37i S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 184X71 J S.H. 1112 271/4X26 26X25 S.H. 11-13 271/4X38J 26x37i S.H. 1 H4 27 J X 501 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 } X 251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 1 52 } X 37 i S.H. 34 54 X 50 i 52 J X 50 S.H. 35 54 X 63 52 J X 62 } S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1!4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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" (A+29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 +26.6 / -33.5 �G SEE SN SHEET HH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 FIRST FLOOR PLAN - A General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows With openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided With window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL 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 721 S.F. SECOND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. Or-0 ' QmN 0 ILL. a- RS O Co D N Y tU 0J = Q� C � E 'Z . tn. < -. 0 - p N 3 0: S.< > 4 0 (U > w ,5 [if C7 F co U) 3 C U rrrri,�j "oti�ltltdll N � v �V ``� o F E 5 SRO A11,1I,ffill 181114 %N °r To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a m Inm� 0 0 ��6 ,Ins 93" Qaj a U)C14 LL a cM 0 Y J LL ii a 0 tY C 0 o W =''a N rp m O J bLLQ 0 _Jn N MZWDO Gi J N z W ❑❑❑ cz c :z co N m z z F E3Ln �{/ V C5 LL o V O W s N = L U MI Q ¢ N s�o Z M o � z QCEF IL` E CL Oo= z g ¢ o� a zo U UO zo� O E aoaz Q z wS p U W z ¢� N i _ w m C r �o O If z N J cab aW iz z 3 T� 0 a8 �w W 8 � Z�� J g w� �g a s� Z ¢ au � 0C!, = 6 Ln LnCID m CIS �. O r (0 m 4-1 N 0) o LO LO T Q N T ai 4 N y (V d Z Z E O E N v ui d U Q pre JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 1.1 STAIR CALCULATIONS: QTOTAL RISE = 10'-0 3/4" 42" KNEE WALL ( (16) RISERS AT 7 -9/16" WITH 1x8 CAP 10" TREADS w/ 3/4" NOSING & CASING 3/4" PLYWOOD USP MP3 CLIP EA. STRINGER TO BEAM/ DECKING FLOOR SYSTEM TYP. FLOOR SYSTEM 1 13� 19� 1 OF7 1 -I 42" KNEE WALL WITH 1x8 CAP & CASING STORAGE g1 ml� B 00 UNDER 36" H. CONT. 00 STAIRS 7\ GRASPABLE 1x TREAD 6� RAILING (TYP.) 5\ 1x RISERS 1x8 CAP & 4� (•i•�.p) CASING co 3 2x FRAMED 2x FRAMED - j (3) 2x12 WALL WALL STRINGERS 1 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/4" = V-0" Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the dear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/2 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE 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 u IN T �K, 14 11;- E CONT. HANDRAIL RETURN TO_ B WALL DETAIL SCALE: NTS 5'-4" dp T-5" 1 D2 6 O H 1 TYP. a D2 25 SH CONERS 2X6 WALL `' OWNER 10 SUITE 8'-0" FLAT CLG. ih CARPET - - - G.T. LO - 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP N 2668 (V CHASE M 44 F, CV BEDROOM 3 AV- 8'-0" FLAT CLG. CARPET m �U) °D (0I tY b rn -O" 3'Q H3 (n G.T. �C O _ N W ('}2'-4" 10'-4" 9 1 2668 D2 ih qIt --- -- 00 CD co I I I I I I I I I I I I I ccc14 , 111 "1 A l cl .1� I of I,n1.114. 4n14Al IC14 60" X 36" SHOWER FIBERGLASS ' 0. BA- 2668 8'-0" FLAT C TILE ;n 2068 'n BF JO '°M o ° 4SH I' r-R&S AlzcE6$- I I -- WIC I 2068 V-0" FLAT CLG IU) CARPET Ica o TILE TO 7' A.F.F. AHU /� 4SH B" - 8'-0" FLA CL 2468 TILE BF TB TP 3'-0" V-9" st 0 I- LL W. I @J 42" HIGH 1/2 0° ILL co WALL W/ 1x c D W CAP in I cn IWI I I 4 O H1 22 I N I D2 D1 I I I 2,1 , ui 8'-0 T-8„ I I 1 4068 BF I BEDROOM 2 I I col aal r 8'-0" FLAT CLG. I I �I - - CARPET G.T_ 16r- I I 1 I I 1 I I 22 I I D1 I I 4068 BFoo I I I L- - - - - - ----a I I I 1 25 SH I 22 EGRESS 4 I I O D2 I D1 H1 I I I I I I I I I I I I I 1 I I I I I I I I L-----------U ---------------------------J 11'-0" T-10" 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP J S6 TYP. 3 D2 SIM. w/ (1) MSTAM36 FLAT STRAP - HANSON BOX @ 36" A.F.F. -DRYER VENT THRU ROOF. LAU N 8'-0" FLAT CLG. TILE 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.* THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 184X37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20X63 18}X62J S.H. 16 20 X 72 18 J X 714 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 37 S.H. 1 H4 27 J X 501 26 x 50 S.H. 1145 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X71112 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 JX 63 36 JX 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 381J 52 } X 37 i S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 J X 62 J S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2'. FLITCH PLATE Follow Q/S4. See Plan for 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" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 O +26.6 / -29.1 0 +26.6 / -33.5 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 SECOND FLOOR PLAN - A General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 721 S.F. 2ND FLOOR LIVING AREA 807 S.F. TOTAL 1528 S.F. GARAGE 397 S.F. LANAI 60 S.F. ENTRY 30 S.F. TOTAL SQ. FT. 2015 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c> 0 e,x. 04 '. cCL mX -0 CD L r C 04 CU O M C Z3 N Y N 'N .-. ;O'^5�'' M r N W a N 0) C:C)� - CQ (D 0Q a_= O 0 O 1v >}(Z �u Cie �+ r of o[N V �O Q- ON ., � fa+rrjllltct►�, � To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E r- [- $ co 9 O cn 04 n 4k N o LL v c 0 -- Co 3 LL w IL M (3rZ. Mv U. Q. Y Q coLLLL a w Z W O �O ca `° W p:g rp c Z NO M Z 6� y O ILW IL N Q U in Z O U ❑❑❑ W U M Z N (� z o Q J a ca C9 ii a--+ cn O N c U W J �-- E i I c U3 d Q W s� o w Z MZ 1 o wo �° >& Z� a L 0 - �� lao ❑o 70 Z o E ro L a� S G aZ W� + M p g O� F0 ZLL Z J Zz 3 a a°- ON � ' O Q U �w W ( o w 0 ;a IIIIIIIIIIII' cD V zl< a 0 3 C O o O i Ls7 LO LO m T M (0 d. o {.L. V / m 0 N o T Q T� ui 4* C�11 N c Z z C E 0 y >v m c a ci ¢ o 0 JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 1.2 .4 GO> -9 LO rn L> E a E .2 14 :L .4 Ln 60 o? 60 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 :��5.9 -------------------------------------------------- I HD- — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — HGT. b Ci F, FLASHING--%,,,,--- 12 25 SH 25 SH - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CJ / WEEP FIN. FLR. T.O.P. HDR. L 35 SH ----------------------------- 6068 SGD REAR ELEVATION — A SCALE: 1/4" = V-0" FIBERGLASS SHINGLE EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU FIBERGLASS SHINGLE 12 INSTALLED AS PER 5.9 MANUFACTURER SPECIFICATIONS V-0" RIDGE VENT 12 Z��5.9 HDR. ,,--EXTERIOR PLASTER E e ON FRAME 9 Ci F- FLASHING 12 FLASHING—N,,\ 25 SH 12 12 4 — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------- ---------------------------------------------- CJ / WEEP HDR., ;0 F, o? &D 25 SH 25 SH ----------------------------------------------------------- ------------ 4 --------------------------- LEFT ELEVATION — A SCALE: 1/4" = l'-O" INSTALLED AS PER 4'OFF RIDGE VENT FIBERGLASS SHINGLE 12 MANUFACTURER INSTALLED AS PER 6-0" RIDGE VENT SPECIFICATIONS 5.9 5.9 MANUFACTURER SPECIFICATIONS T.O.P. ------------------------------- 'PGT. RAISE BANDS OR FOAM PER COMMUNITY EXTERIOR PLASTER 6" SPECS ON FRAME TYP. 50 1H3SH 1H3SH 00 Ci ci M FLASHING -,,—EXTERIOR PLASTER ---- 24 SH_ 1Z --------- ON FRAME 1 I'll . 12 I11111-L 2WI 25 SH 4 FLASHING 12 4 ' — _ -J, ;:� FIN. FLR. I _____J4 -- ----------------------------------------------------------- % -------------- FIN. FLR.J ;M-A T.O.M. T.O.M. ----------------------------------------------------------------------------- CJ / WEEP CJ WEEP A HDR. TEXTURED U TEXTURED CEMENTITIOUS r7 F=7 U /"`_�EMENTITIOUS FINISH ON CMU---,,,,,, ;0 L FINISH ON CMU C? _f 00 ;0 60 SANDED OP 2'-0" EO 1H3SH 00 FINISH 00 !N FIN. FLR. FIN. FLR. -------------------------------- -------------------------------------------------------------- ALL TRIM LINE - S 3068 16070 OVERHEAD DOOR ARE SCORED SJ FRONT ELEVATION — A SCALE: 1/4" = V-0" RIGHT ELEVATION — A SCALE: 1/4" = V-0" 00 FIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU General Notes ROOF CRITERIA: 0 12" OVERHANG U.N.O. 0 PLUMB CUT FASCIA ROOF 0 PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. C926 and ASTM C1 063, or ASTMI C1 787 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 C1 063 or C1 787, or as otherwise approved. (Refer to sheet SNI for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-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. verticallythorizontally 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 ASTMI C1 063 & ASTM C1 861. 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 ASTMI 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 AAMIA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTMI 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 an si s. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. At wall and roof intersection. At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 -C > or'-- Q 0 X > M LL 0- C:) C-14 _C M 0 M -C 04 a) C: C E < < 0 M C) >.— CU > = > a) 0_0 E 0 c 0.2 M �///46- .%\N I-% i A J CN < og 0- 4 FLO..-` To the best of the Engineer's knowledge, information and belief the structural plans and specifications contained within tivese drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineees signature and seal is only for ft structural engineering portions of the drawing pages bearing EnVineees signature and seal. CD Ln cS E 'c�o A 8 44 C8 C'4 - co C14 U. Go *h W r- F-L T? -J W �L C-4 c, LL Q� LL 13 U. Z CM � 13 8 0 0C C� cr 0 �H 09 CP 1�4 6 9 Z 2 Z; Z _J M W (A ILL a " 60< 5 5 8 ILW Z 0 g? !�2 C> < ay-d E: U 0 LU V) Cl- C-4 S C) CO to 14 Z E 0 K 0 E cc z 0 0.� 0 Z E3, E =� (0 04 t ?Z z X Z C�3 Wo 0 K�r Z WZ T, <0 Z CD 0 Milli! C.0 N .2 C> C:) L6 Lo L0 M CID C) 00% < = Cr U) 4-0 0 04 C) CN LO C\l CF) E M Z E T 0 E 0 0 M _J a I 0 _' JOB NO: 22-02356 SCALE : AS NOTED SHEff NO. 2 P 7 ) ) ) I ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150At200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 #12 Copper to 20 amp ckis 150 AMP/ 200 AMP #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND sconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER Y WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE NOte& unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Are -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSINL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying With R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 4�3 THREE-WAY SWITCH �?4 FOUR-WAY SWITCH 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 O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION Mn ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR ® SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ^_�I^ C� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACL FOR MICRO\ RANGE HOC PER SPECS III_ 1.5" VTR 'I { I I 1 I � I <\ I I I I I { I I PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER I FOR DISPOSAL OPTIONAL LIGHTING SCALE: Y4"=1'-0" S.D ROUGH -IN FOR OPT. CLG. FAN/ I I LIGHT PRE -WIRE BEDROOM 2 ' I � I I I , I I I L-----------{ 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 t--------------------------------------- j SWITCH FOR DISPOSAL IN CABINET If� 11 I I ALT I I AC PAD WP GFI DISC. �► PER SPECS / ELECTRICAL PLANS - ELEV-A SCALE: Y4'=1'-0" :a D V N �00X a. "0 O M M O U — C aN ) 11) (13 C ,-� � < 0 M ^�` 3 .. 0 2 C I� 3 > ._� 0_0 m 0 00 0 CU �' V UJI / N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � H E :t Q O N N J Ol (V 1y Iii ('n F r T? J W QlUM a LL Q SY� J LL LL d W S o Z tm�10 OC 5 1a - � o W ? a t°n�pjOa d d Z co N ;zwcn0 U0m LU cai m 0 ML(n Z p Q � J d N N W E _ GA CDU- L Lij U 0 U-1 g UOL W '® t U Of O M i w Z ML10 _j o g LL W� g� �dF E 8 U 0- _® oM H _C aa0 %V o 0U O Z14 O E N i °� i ao W z ¢w d M z Mo o W Z6� J `�i ib S 5 c°Z W 10 o y 1 o o 1:2wr� 2I< o'. U O G 6 Lo ai rn c� L � M d' O Q C w m O N o 0) Ln cV LO T Q N T ui N N 0 c z to E °: m c a U � JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 3 N —y7p I 4:112 SLOPE 4:12 SLOPE W ZONE-3 ATTIC SPACE 860 SQ. FT. W ai W�W Uj 5.9:12 SLOPE 9 C= 5.9:12 SLOPE + It -v �Q � y� Cn ui L---- V, AV/ F9 5.9.112 SLOPE O .N- dri L6 � ee� � eels eels e� i e! eel 7_ eeees e! LU V .J 4:1� 2 SLOPE `�Q N yfO 4:12 SLOPE ZONE-1 ATTIC SPACE 288 SQ. FT. ZONE-2 ATTIC SPACE 60 SQ, FT. 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 of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 288 276 39 138 10 69 0.0 0.0 0.0 (Zone 1) Main Floor 0.0 0.0 (Zone 2) 60 58 8 29 2 14 0.0 0.0 0.0 Upper Floor 5.0 1.0 (Zone 3) 860 826 118 413 29 206 213.0 75.0 138.0 **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" .' 001 O M :7 Qm N N ILLx oL Np U ICU CU �' C•aNY C7 Cn N fl C -E'= < Q o U N • — -0 ' C N W E c- cnOo C C U �. CU y 0 �111y`�`�� 13R�OlW/V ro �OPESStO� elf llJ!!t t 61 ijjVttj\\`,,` 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 Engineers signature and seal. W W a F (] f0 J CO 8 i! y 6 yW LL C •@ CO re at LL W 0i fn LL.aY aj�v J L LL a u O 7• 0 O � Co tn�O�jd aQ¢ a N M Z ILW U U y O Z ❑ ❑ ❑ W Z (p z J D_ N Z Q) 0 c W � O � W C , w W gg O M 2 Cl) J LL Zg E N o° LED�z pa Z N f6 o� aZ w • w Lo $ Z w0 m O rd C �YU 2LL zN S �o V aZ W n i oLL �W C:)al y MI5 �t ilia v 3 �o = Ln Y ! LO rn ` m C9 L (p co d' C) IlT Cr� T ( ''/J Vm co O N 0) LO o L0 T N Q N T '� O y N O z rp E m ui v c c a U JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 4 1 WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. r1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN ' t.l.t CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" i r "--#5 CONTINUOUS .: • •_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER -` �•-'- -``' '` ' :: ' ': : .� BAR ONE FOR EA. • - - HORIZ. REBAR, TYP. -------------- '�.,• U.N.O. �.- �. ;�. ;�,; •'; "Alternate: The reinf. bars shall be �;; ; ; Cont. around corner by cold r ": • ,: • f ,; . ; ,: • bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" A. 00 M 0 Q co M Cl) O 0 � o ih Cn 0 10 25'-0" 10'-011 11 A11 7_4" 11 A11 2'-0" x 2'-0" x 1'-O" W/ (3) #5's E.W. L 2' 0" x 2' _0" x V-0" S3 W/ (3) #5's E.W. S3----- TYP. IQ FK7v,;u -- �' 5'-2" 1 5'-2" 6-2" 1 6-10" 1'_8111 AC PAD TYP. @ 2'-8" 2 STORY I 11 1 -1 S6 ■ \\ U.N.O. \\ ■ ■EL \ M 1 PROVIDE 1-1/2" RECESS I S3 I FOR SGD DOOR. REFER ■ 1 \\ INDI \\ CON A ES FILLED CELL w/3000 PSI 3. GROUT FROM FTR. TO BEAM I TO MASON'S SCOPE FOR WIDTH HVAC CHASE \ w/ 1 5 EB R VERT. ABOVE SLAB. I 1 BASED ON �\ \\ TYPI L @ ALL PLACES SHOWN LOCATION \\ HOO <qD G. DOWELS 17111 1 \\ EMB M Et IT W/ 25" EXT. ABOVE SLAB ■ 1 \\ "GRi \\ 40 STEEL" T \\ 61 All 1 O 2'-611 4'-2" n — — — — - OP F— � I io II \ I SIS I TYP. @ 1 I I r \\ I TYP. 2 STORY I I I CP Co \\ I 2 STORY U.N.O. ■ I I O 0'-0" EL \ - FIN CONC. St AB S6 \\ `° I I 1 3-1/2" MIN. 3000 PSI I I I I I � PLUMBING 21-4 \ �ALT� CONC. SLAB FOR I COUNTY I I iV STACK — I AC PAD I ■ HERNANDO 1 ONLY 3-1/2" MIN. 2500 L1 h ■ 1 PSI CONC. SLAB OVER L_ 6 MIL VISQUEEN I STUB UP TO VAPOR BARRIER_ C.j. I _ 2ND FLOOR _ FOR A/C ■ I I ■ 1 2'-6" x 2'-6" x o STUB UP TO 1'-0" W/ (3) 1 r OOR #5's E.W. FOR A/— � I ■ I ■ — — — — 91--8"" 811�_ I I K c w.H w� in S3 S3 1 �3 1 /2 M 1 2 Oyj — — — — L — — BUILDER O T-8'I ~¢ 0 ■■ ■■ 1 PROVIDE 1 w U — 1 APPLIANCE p z > m PROVIDE 112" x 91/2"�� I TOP OF CONC,1 PROTECTION �- nQ. RECESS FOR FRT. DOOR o I _ I 1 PAVER TO BE 4 WHEN REQUIRED I 0 J 0 ■ U L TY a ,TI N i BELOW FIN. FLR. PER FBC � i S3 -1 F- uj LU I >WI S3 — — — ■ I I 2'-0" x 2'-0" x 1'- W/ (3) #5's E.W. TYP. @ SINGLE STORY 0"� A ' I 5'-V 1'-1011 2'-6" x 2'-6" x 1'-0" - W/ (3) #5's E.W. (2) #5 VERTIPALS W/IN FILLED CELL I J \ 2'-0" x 2'-0" x V W/ (3) #5's E.W. 16'-8" 16'-0" 25'-0" 141 I 2'-6" x 2'-6" x 1'-0" W/ (3) #5's E.W. 4 I 00 Fb 0 CIO C4 0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN — ELEV—A SCALE: Y4"=1'-0" O co CL MLLIZ. M 0 C A) C CL C 0 >r. U w > � N DSO a � E — J M v% 0 0 > > 4- 1. "�Iffixlllllf fill _ < 40 SS 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. � h W �gy} E O � N ~ N J d C U. Q CO it LL uu G. ai rn r r, � -, W _ wJ itLL R rn 0 V O z tag o0 N O J W0�pjO' a a "f. M Z coO N ¢�a Z A U y WIL ❑❑❑ � z z � z - N v Co j� fa w m O w 8 L CD W Z f _j E E ¢ o°o 's � OO t� u¢i ~z X � w u: V w� z O N a ¢� o a Wz .,�.. >✓ ra vJC - C o ��zLL yo m o o rz z Q Iwo � �LL U Nw WSaa Willo c.0 N 00 L Ln le C9 CID 0 : It ,•� T C r m N 0) o LO m CV) Z m E O H E: a 0 _j ¢ o � JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 5 t I i LOR LOW ROOF U.N.O. CJ1B �I I L9W I� 1� !, rimi=l W W L)U A TYP. @ LOW ROOF U.N.O. A S3 TYP.@ SINGLE CJ 1 B STORY 2 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) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE SQ FEE (-) VALUE DENOTES SUCTION [4:12]-[12:12] ( a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/e' EXP. 1 (FY1e) or 1V32" EXP. 1 6/16) TILE: 1%2" EXP. 1 (/6) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F4667 0000-0310d (2%s" x 0.131") NAILS OR ASTM F1667 RS00-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2* D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 *" 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 "* 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 — 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 131 V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ LUGT2 00-M 4520-F 3100-M 3800-F w/ 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) 161 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 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)1 Od x 1-112" * 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 W EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER III SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y"=1'-0" olio am X MU_CL NO 6 In 'D N Y C CL Q } N < 5 C � E -- C Co N 00 � ca e>,? O W/V ., • �� _ U `J` O . " kh v ;* �-�� *g 0s"••'. F b h �� ESSi To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �. o E o $ n xt J O tVO4 cm 0 e-i. m �i at LL a ni In h PAL LL W _ QyC'40 a Y �LLLL aw �0 z tom°' 0o OC ;C4_n Woo ow Wt°n2OjO' ¢ a a Z N NCl) z en O �—'N =OU Ut Z z z is C� Q N V O +1 N � a U Ln c �N 3 i(S t— w t N I� co Cl) z o U_ ¢ �� ae � � w2 0. Rc"j w� oOV z 20 = ado a� az Q? i m0 r ZLL s Z s W 2 a� U s a O O O a1 �� 22O _ " > Ln LO LO TM 3 C0 O O N CD T N T E m N y CV z Z E 0 E v m - c c a. U J Q pre J JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 6.1 i NP I U.N.O. I I I — — — — — — — — — — — — — — — — J 'P. @ HIP )RNERS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft ✓IND SPEED (ULTIMATE) �1108NMPH 4MPH ✓IND SPEED (ALLOWABLE) XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 1 -60.99 60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %s' EXP. 1 eY16) or1%2" EXP. 1 (216) TILE: t r32" EXP. 1 (1/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131') NAILS OR ASTM F1667 RSRS-04 (3" x .120') NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. HIP ROOF >20 TO 45 DEG. [4:12]-[12:12] a=4ft a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]412:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O 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 1 112" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8-8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 1 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 3295 -- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 " 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24)1 /4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 406O-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w INK (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) 161 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 605 1 12- 10d SPT24 1090 12 -10d HCP21 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 680 570 (20)1 Od x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY **' DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02.20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-O" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER x CONT LEDGER�A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" ;�-+ i; c., 0�� am X CUUa 'a p M V O CU cQ)(Y C Q= C 0 q 3 U (D -0 a •� � C � > .— (D > E C N 0 0 C 0" >>aL°UJI ���,���ti�tll!!I(;Ptdtp�,�� O WN j \J P, C-.\ Ojr-E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W) W E n o S 8 co # O N N J N 62 di Cq 0 LL 0. Y a W LL LL 0. J 0 Z L (meL n cr) LU W T Z 00 N MZ xr�0 U5 M Z 06 6 , fobz ❑I]❑ 0 Z N ch Z Z v — e1 <13 Z � o �+-j LL N •Uo- O W 8 N c t Q M CD co w M LL �� ooCL Z a � E: U �5 oa Co U i� UO OV zO o C',wS °dz �a �Z W� ¢ Y >_ N C - � �YJ N O m s 10 OrLLr Q Z zC g� ao WC 5 3 w0 Nk O zl°d a= o 3 O m > 4, L / Ules G0 L (O co O T C x r O N o Cy) LO T Q N f ui E N •uf 04 d Z z E O v, E ai a U � Q p JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 a e verticalloadSafe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ;� ; : ,i; : r/ : ; ii '. ; '. ; : it'• ' FORM dt GROUT SOLID 8F8-1B/1T 8F8-0B/1T 8RF6-0B/iT ® © 0 0 0:. :. U o" o o o ?: o" '�:'• 8RF14-1B/1T8RF14-OB/1T 8F16-0B/1T 8F16-1B/1T 81=12-11BAT ;PS BAR CONT. •�' 8F20-OB/1T ® "V" LINTEL DETAIL .-:1 --_ .�IT'�'..M SCALE=N.T.S. IN N on TYPE DESIGNATION #SR IN. (1) R (1) REQ'D ALTERNATE POWERS F =FILLED WITH GROUT/ UNFILLED EEAR L STEEL LINTEL ° R =RECESSSED QTY. OF #5 , . REBAR @ BOTTOM • OF LINTEL CAVITY d ,M.U, #5REBAR ATTOP •• • MIN. (1) REQ'D - 1-1/2" CLEAR 8F16- B/1T `. z • ° • GROUT r. J = QUANTITY OF tNOMINA1.REBAR AT 0 L. ¢ C.M.u. = - m w ` WIDTH #5 REBAR AT BOTTOM OF a i � Lu TOP LINTEL CAVITY o V o m NOMINAL --BOTTOM o o ¢ d SLu - ' HEIGHT REINFORCING ¢ ¢ C7 7-5/8"ACTUAL PROVIDED IN Z LL ci 3"NOMINAL WIDTH LINTEL 4 O $ ` 5 REBAR AT BOTTC a `, AS INDICATED (VARIES) r i a MATERIALS 16 GAUGE POWERS cT" precastt lintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 t'g = 30M psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION UPLIFT CONNECTOR TYPICAL (SEE PLAN) - HOOK LINTEL REINFORCING INTO SIDE VERTICALS - PROVIDE STD. 900 HOOK W/ MIN. 25" LAP SPLICE ON EA. END - PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR CONT. PRECAST "U" LINTEL INSTALL MIN. 25" LAP FILLED SOLID W/ 3000 PSI GROUT SPLICE BETWEEN WALL (SEE LINTEL PLAN FOR MINIMUM REINF. & LINTEL TOP STEEL GROUT TO BE SIZE & REINFORCEMENT) AT EACH SIDE OF OPENING FLUSH WITH STANDARD 90 TYP. CONT. BOND BEAM TOP OF1 WALL �1 �1 DEGREE HOOK 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT w/ (1) #5 DIA. REBAR •.. •' r �. • .'. a • ' :• ••N i . .•N�. 'Ar :• :.:. �.. .. . • •. .• PROVIDE 3"x3" HOLE ' Y ' IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. REBAR BOTH SIDES ; REBAR BOTH SIDES r' OF OPENING U.N.O. ;' OF OPENING U.N.O. 12" OR LESS '' a •'' ',�,•. •., • ,:..� ' .• �:y'.::'•.; .'.:. •, :�� «. INDICATES Jilt FILLED CELL FROM FTG. TO •: BEAM w/ (1) #5 v .;, ';,• " ` '•. lk BAR :' ... • 8"x8"x16" CMU U.N.O. TYP. DOWEL • J1 •' 25" MIN LAP :�• :{• • (AC 1530) SEE FOUNDATION PLAN FOR-/ FOOTING REQUIREMENTS SHEAR FRAME SCALE: 1/2" = 1'-0" REVISION 10-19-16 SEE FOUNDATION PLAN FOR LOCATION ) SINGLE OR MULTIPLE WINDOWS r (2) 4'-6" LL (2) 4'-6" LL O 5'-8" LL O 8'-8" LL O MIN. 17'-4" LL O 6'-0" LL (2) 4'-0" LL LINTEL PLAN - ELEV-B SCALE: Y4'=1'-O" "p 0O~M -:, CMX spa to O M V 04 C (D N N N-�.+ C Cn A Q < CU 0 U E C cn O o Y =3 C U ..' 5 LL 0 W `�11��1!l1111PPPilt �, 4� \ 2 ' O ••....••• `r?011(fjjI,ik►INON To the hest 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 orgy for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W) r F- � E � x N 04 8 pip C W Q 1 U-LL a �gCS og Lp� ot-0w - N cD R' O m W � pj ci a s L = N Cn Z rn p Q J ci V rn Z ° U W ❑C7 Z gN Z 65 Z La o v �in Z C9 LL� �_ Cn 8 �O c �N co _w C CS _ I� < w C% 0 Z LL zo �o0� >� a ao E U f o�'0 0 �� wa �o ZCL $ a� < Z �Z W = N i wo ao rc� o� C/3 N Z O Q W CL H aZ JC=) < H W d f v 3 `O 2 LO m IL. c O Q CT T U) m O t` N 0) LO N Lr) T N Q N r ui m N w N c Z Z c EO m E c a U Q p _J JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. 7 X M# MJ i NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5, GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC 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 1 F APPLIED VERTICALLYDOWNWARD AT HE TOP OF THE GUARDRAIL OF 00 PL A P ED V C T 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD, 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1851 A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3- 2- 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 7116 STRUCTURAL 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 10d = 0.148 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4,5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 T-0" away from the building side walls. 3. Imgation/grinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for in for termite infestation, between wall covering and final earth gra a shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and backfilI is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinf II occurs before vapor retarder placement, retreatment is requlry 9. FBC-R R318.1.5 - C mete a rootu and mortar along the foundation perimeter must be removed beore extenor soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewa Is. 11. FBC-R R318,1.6 - An ext@rior vertical chemical barrier•muet be installr afte construction is complete, Including landscaping and irrigation. Any soil distur�ed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %" 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. -a p I Q 16- U ^ �< CL X (0 U_ a M CD to CZ3NY � N V C: E: '= Q <( O CU 3 > - "a)aQ-n �- E c N O O < V L >>a42w ,• 'go yd r '• c1SUA •`� W ;Ir •' •,, F L k, ,.• !A�`�OfiSS10���XR $ 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. LO a8 N carp *k N V7 GN N 11 LL W 4f # LL W In U) r- P w a �iNv `LaY Q a LLLL 0 Z �I t o °f � o 1 � m 0 Co rn�pjO' _j WIL Z N 0, � tY Lo 0 LL d0U_jvvi Z W ❑1 �r z � a) J a U) a) z a C.7 0 LL �,_-1 T Cn (a w U Ow � U � � i®W - =t I U c ¢ � • o, o M W Z a m E W a t_ O E XO o4 so Z Nno @ �� Z� • co � z Ozo m o ZLL ;0 aZ mw W SC ° >a CO c C d 'L6 L '^ Y' m m ^' W 0 L C Q Cr 1. V) '^ m H O N L0 o 0) T- NLo Q N r ui m N Cn N c Z Z c E 10 m E r f6 c a U _j Q p JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF �J HOME H C G GARAGE SIDE 0 O O 5'-0" o STUB -OUT FOR 0 1'-O" 0 9 LO GAS METER d 8 04 g • 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. 1014" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally fWS Filler blocking 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS j STD. 90° CONT. #5 BAR CONT. #5 I HOOK F�� BAR 2X TOP PLATE #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 Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min* Small ?� min. 2" max ) gap 4 max. Q Clinch nails when possible I 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" Imin. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack *Non -stacking walls oversquash=20 blocks and require additional consideration. Check wall or beam below.* local building 1 /1 code for appropriate details in One 10 d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls: - for vertical load transfer Load bearing walls 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.*�7 — --� Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q�/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Squash block) 10dnails SECTION @INT. BRIG. WALL require additional consideration.— 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST IN BEARING ZONES p DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges 6,� A 1 2" ROUND HOLE MAY 6�. 6,� 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" 8 11-4" 1'-1" 1' 2" 1' 2" T -" 1-3" V-T' V-11" 2-4' 2'-t:tr' 32" 3T' Arty 16" t 12 T-0" T-1" 1' 2" 1-2" T 3" T-9' 2'-4" 2"-11" 3' T' 4 2" 4-9' 6-4' _ S R -- 16 1'47' T-11" 1'2" 1, 2" 1' 7" 2-6' 3-7' 3-10" 4-9' 6 T' 6-4' T Z" 20 1'47' 1'-1" 1' 2" 1'--2" zu, 347, 4'-0" 4-10" 6-11" 6-11" 7'11" 8'-11" 24 T-U 1'-1" 1' 2,' 1' 3'• 2�' 3' T' 4'-9r' 5-10'" T 2 8' 9f- 101-9' 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. N.T.S. Jc Web Stiffener Fastener Schedule Joist B ring Location Series Depth End I Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 8d BCI 6000s® BCI 6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 1 V 2-8d 5-8d 16" 2-8d 6-8d BCI604w 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8" 9 THRU BOLT 2 X B.U.0 SIMPSON MGT w/(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY W FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL MM aNINE Backer block (12" wide min.) Nail with 10-10d nails.in stall to top flange. SLEEVE THRU STEM SEE PLAN FOR •• a . • • , • FOUNDATION INFO ` d' STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. Backer block required where top d mount hanger load exceeds 250 lbs. a . ' L��t Install tight to top flange. �� d, . I II I d a I 11—I W—I 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stfter 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 p T00 /depth I -JOISTS BUCKETS N.T.S. t: (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. RADE SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION .. a — d —NA �. PLUMBING LINE PVC OR SCH40 SLEEVE a '�— SEE FND. PLN. SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE q d 4 a e co Z • ° • ' d SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d0. .a G df da G a d � d • •a a a SEE FND. PLN. SIZE & REINF. 'O � 0O mC C\I X �4 MU-CL Np N U C a) a) N v E c Z Q-C Q < o ca Z.3�� (U N w ( a .� w s c>s N 0 0 CU L > t5 EL T • gyp. �4 F1.04� ,f�','OFESSIOIIty CNN r '7��l�Pftt'tt1����<x To the best of the Engineers knowledge, Information and belief, the stnrctural 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 sinrefural engineering portions of the drawing pages bearing Engineer's signature and seal. o �E cc F. V cc j � C4 6 NC R i-R Lei. L4!• C 7 m S atLL W 0)tnnW i Y .44 vN U. a W WoMM0 0 O 0 Z _ i W cm�--, §•W O o 2Er co a Z N M L Z � h O Z ch W ❑❑❑ z J o_ z (Da GDT C1 ,tvl ("Cn w a U � cc 0 N c= �� t U 0 Q N 0 o Mm W Z M E o � s° LL a �s C f6 � Z® Wa 0 �- a E X U �` �� z N I— L 8 O WW L4 m f to t_ a Z z Z °• zi Z 0�w Wa a= 2I�y 6 �U }i 0 � � L LO LO rn m co W L � C O v, m f.-. 4-0 +_0 O N c Lo E c, M Z l0 z Hl E 0 co E 'a .. �? to c a U � ¢ p JOB NO: 22-02356 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 BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 1 V-0" (11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & ._ HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER >all ° SHINGLE ROOF, SHINGLES TO d . BE IN ACCORDANCE w/ ASTM - - I _ p I I I Q r D7158-CLASS G or H, or ASTM I - • I D3161-CLASS F, IN L ° I41 11 11 11' ACCORDANCE w/ TABLE- I I R905.2.6.1, FLORIDA BUILDING =I I I I•I CODE 7TH EDITION (2020) 8" 1 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" l S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE 'l @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8'l KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND WIIAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE N ' �► Z co g C7 6 MIL VAPOR o Z - BARRIER 4", D COMP. SOIL. ar (COMPACTED TO 95% MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) - DETAIL) - TYPICAL WALL SECTION A SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �4t z C•7 1. I'i1 f11�11 11=�11 - • • F 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -� 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH `- (U,N.O. (OR %$' GYP. TYPE "X" @ BLOCKING 12" O.C. w/ 2 12d TOE NAILS @ () (U.N.O (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ Ill U.N.O. SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING Ill FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) 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 5/8"x10' WEDGE ANCHOR 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" 5/8"° x 10" "J" BOLT @ 24" Q.C. W/ ____SIMPSON,SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24"1;2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHORx 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" ELEV. 4-3 1/2" Z 31/2" MIN. 31/2" MIN. A.F.F. p n All 0 CV 6 ;0 °.1/2"(min.)-4" — 00 Im =11' Ph' =oil .=11=11.=1L=;11.=11 • "SHEAR WALL" SCALE: 1 TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ---2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH T 1/2"(min.)- 4" ,II .. ffin l��®o1�11FF11� 11�!ll 11"��II�II N II�IIc-11=11�' • i� i� • r� SCALE:3/4"=1'-0" � S3 OS�CV t�E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs 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 LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cow 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 SEE SECTION C/S3 FOR 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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. LT INFO. 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 " LIFT ON (IF LIFTON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE 6 1/4"x31/4" TAPCONS () MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH BAR 6" MAX PLFAROM w/ (10) 1Od NAILS iv 2x P.T. PLATE WEEP SCREED INSTALLED w END OF 2'BOLTS FWWF1R FIBERMESH r' v TYP ,- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR I' o GRADE i„ • ° ' z #3 8t #4 LAP SPLICE GRADE 40 MIN. i 40ksi a s . u z .p Cn o J FINISH GRADE o° 25 MIN. LAP [30 MI LA ] " " N P [GRADE 60 MIN. Fr- 601csi] a g I m • p _. 4 T T MONO OR STEMWALL A FOOTING MONO SHOWN FOR CLARITY _ l _ °O 6 MIL VAPOR BARRIER p ;, " .' r R 1 7/8" w - ° ° #5 REINFORCING BAR::��S — REINFORCINGCOMP. SOIL. (COMPACTED TO /A 36- MIN, LAP [36' MIN. LAP] ON 3' Cli 95% MODIFIED PROCTOR ASTM 101, (TYP.) •• HOOK OR FRAME WALL FOOTING A A TYPICAL EXTERI REBAR DETAILS rF WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S� 11 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 Wit• GRADE . a 00 ! (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND _ 13' O.H.D. RECESS E N ' Cl) A. y" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS rTl SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. ll S3 SCALE: 3/4"=V-1l S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 . (U.N.O.) I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O. I FOR TRUSS AT 24" O.C. MAX. " SEE PLAN FOR x x " CONNECTION INFO " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN c ° (2) HTS20 FOR STRUCTURAL r BEAM SIZE & N ' CONNECTION INFO M P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB U-0" J CONT. BEAD SEALM • ' ¢ INTERIOR -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 'm w 00 E_ v M 6 MIL VAPOR _ BARRIER 2x4 #2 SYP P.T. FRAMING w/ - �- MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ''T 8" z ATTACHED PER NAILING FOR REINF. INFO. - w l SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. c') C .E w COLUMN SIZE AND BASE -1 o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTINGATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS ., W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD S INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN Cn CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS 00 Z GRAD -"' E > -j FILLED SOLID (SEE PLAN FOR -i _ 6 x 6 W.1.4 x W1.4 WWF OR FIBERMESH Uj w SIZE AND REINFORCEMENT)C7LU il! I_ a • li i_I - - �,, Cn I- a w w - z BRICK PAVERS or SLAB PER S o - • - _; • `! _ z e 0'-0" FIN. FLR. COMMUNITY SPECS " CC -1 - - -I =� w 4�� INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 DOTING v = -1 BEYOND PAD REINFORCEMENT " - �• '' •'• :' • '''•.' ; IPA 3" MIN. CLEARANCE v.A 16 - SEE IINDATION (SEE SCHEDULE) FOOTING WIDTH ,�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 31 = 1'4• SCALE: N.T.S. S3 CU Il a -0 0 p c04 tL3 c u .s c N E Q �Q0�� N N N 3:. N �>` 7 NW W E 0 0 0 — i w F L O% �''• �., �1 •.......... , To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. n E ti a o � $ � �t •n•pp 04 CA J LL 010 n°Dw"wa j Lj a Y d _j LL LL a Z r mg 2 Z O LL Z N m N) v U:yO -' Z oa❑ W 0 2 N (h z � z FZ- Q d tN — N 1n 1 GOws N ck!: N =3 1 f6 i- W � L $ I = IN a Q Y Z M o� LL was Bill Q o m� 0 -E � XU �z8 'a curio pU o-W Z o a �� ro CYJ C oW� z NO '0 ZLL Z b }Z N 3 0 go WLL Zr O CO yy w � u ti3 d' iw �d � o O LO rn m to i � � O Q^ Cr Y T I..L. m O N q) L � o Ll N ci m Z N C H CV d z E Q E v d MC c a U J Q p -u JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (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 EXTERIOR FACE OF BLOCK EVENLY " PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARI)=S 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (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 BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN 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" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK-OUT— NOCK-OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT t�l�!�Iliil�l�l�l�!'�I�■ • • • , .. .. • ■■fli �INN �ilil ■■!II lid■■ — ■■ICI ICI■■ �IIII II�I� ■■_ lil III■■ �IIII IIII� NOTES: 1D 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. (�3 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"X9112" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. , 96 3/8" 88" 71" 58" 41" 34" - I 6 3/4" 10" 31/2"- SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK 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 �00� 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 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET 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 1'- 4' (1) (2) (1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 T -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10' OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 aE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (nP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FB'LOCKINGW/ 2-16d TOE NAILS 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 r CL 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE PROVIDE P.A.F. NAILS OR 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) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90" HOOK IN K.O. BLOCK Ma— 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 SPLICE tiICE STAGGERED ATTACH ALL EXTERIOR STUDS W/ (4 16d TOENAILS TO TbP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 2X STUDS @ 24" O.C. ,8' 0" ' J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 /-LLIINTELS SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED Zo I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. 1 & NUT JXIED A.T.R. I & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS 4" (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J_ LT @ 2-0" O.C. -MASONRY WALL / STAGGERED A 10d NAILS @ 6" O.C. 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) STAGGERED 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" Mo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRYo • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR� SCALE: N.T.S. O ti O _ C m X ate.. a. P V M O CNI C N N CQ c n- t e 0 3 m N `3: U (D 4) p u �-EC s CU tn O O :3U :r a r w > 6irr ,,•yi ��' �U N ?f; �. 4- - .... ••� • �J cSo��L w < ``,b• J4i O 4!z •••, 0 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. co Qo �8 O N - J t1 Y o c 0 co, u_ 5 ,� a W Nan -w CM CD a a y a W 0 _Jjii 13LLcS R Zm O9 _Jly N 0: _3 co co N M Z Ofy O a O0 6 _j Cn z ❑❑❑ W z N z z ¢_ _ t.n z Q^) c9 5 LL Cz (n M W U � a O w 8 N � �N ¢, 1! � co M Z z LL 0 o ao g ® Qce E u f- — Q3 0 XU oa °w a 0 U o'z z o N �g ix� � (Oz xZLL m0 z�� 3b o Z ° W�3o `:I �a ° 3 >: LO L�o o� W c� L CD co d. Ip Q ^r U) m 4-1 4-0 N 0) .0 o r N Q N r i6 N C y N c Z Z N o CD v C a U ¢ o JOB NO : 22-02356 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4 X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45" ± SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR �A 2x4 CROIS BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO APPROX. 8" FROM @ 8'-0" O/C. EXTEND AT LEAST 90% OF RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END @ 48" O.C. EACH JOINT w/ (3)10d & SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS (2)10d TOE NAILS @ EA. FROM LEDGER TO SILL 1/2"CDX PLYWOOD OR END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD T ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM SHEATHING ATTACHED OS D 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS wl 1 NAILS @ 6 O.C. w/ THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD G INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9.. BACKNAIL w/ (2)16d NAILS UNSUPPORTED, IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND 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)10d & (2)10d 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 T ON TOP OF PANEL BLOCKING, x 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 2x4'T' ON TOP OF PANEL FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2"SDS SCREWS TO --� MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S E CT I O N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR M X-BRACING, AND TOP r " SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 1 1 1/ (2) 16d NAILS WOOD TRUSSES `� Co � 2"x4" CROSS BRACE z APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" " 1 1 2" RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3)4t 11 BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF 0/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) I N 1 3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECT 0 5. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARI G LOCATION 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. �NN_§5� IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ...,,...,.,...........,..... 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.C. 10d x 0.131" )ENAILS EA. SIDE )NT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 rW00D TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA wl (4) 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) IJ. BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ T.a 1 Odx3" @ 4" O/C (2)12d TOENAILS LL L� SECTION g SCALE: N.T.S. S5 MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 -2x4'7" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4 T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL 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" O.C— TYPICAL 41d GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE 7 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z W BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4'x1 1/7 SDS^' ^ -l.V1V I . DCHrtI1Vl7 GABLE END BRACING DETAIL SCALE:314"=1'-V 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. �60 LLJ tl Y CORNERJACK U lY W z Q UL HIP FRAMING REFERENCE PLAN L Li q iAl loll NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION -' 0 ti p au N MmX -a Q +.. C N _ <'Q (� L r 3 .> .M �^ O (� O W > a 0 �Yi P' eASE•� o •' G4 , z •'. ��2 ,. ,+ x 4 �� ,` a ��� �x"���� O//l1 illf ►1'O� "ON To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD H �En a o cm R p # C, N >R N O gl 2 J LLJ . CD * LL 0 '9 In °Q �, w Eq 0cnc-0 LL a a .11 C W O 0 J �LLLL a o� �$ Z M 0 O LLW�2pjO' ¢ a N Cl)ih Z y O Q J N U Z OU ❑❑❑ W z z � a V) Z Q� c� (0 w U 0 W s Ln W W i c 09 �Q O W o E E wo �� os �® f-� �"rz oa 03 O E oa ao $a N � �dg °do y L m0 0 2 z�R�z d $� a Rw W U =K o C:) w x �o 0_ 5 U C •� LO L O rn m W L CU d- (D V ) O N c 0) N T Q N T N N ' H N O Z z O U _ JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. S5 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION —SCHEDULE - IRSH] - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL J NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS = o 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD �I= INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT - PAPER FOR MOISTURE BARRIER 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 & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BILK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: 5 117 -11 11 11 ll�ill� II II � I�11111h1'° '' ll Il 11�11 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 2 v 4"x4" INSPECTION PORT AT N EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /— NOTE: EXTEND DECO FINISH / 410 6" BELOW GRADE -INISH GRADE o0 \—STD. 90'HOOK (3) # 5 REBAR ON W CHAIR (SEE DETAIL) W/W MIN. CLEARANCE 4" 11-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL-----, . • X, NMI *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st 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 ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED H LL i INSTALLED PER. MANUF. c SIMPSON HETA20 W/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK A FLOOR CONNECTION g S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS = O0 SEE FRAMING WEEP SCREED o z '- PLAN ' . ' ; INSTALLED PER MANUF. r 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSSro SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA, x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . • d . . • , T I I I I (3) #5 CONT. ON 3" F8" 1'-8" r 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION K" � S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. n 15OSB LT EXPOSUREI %, SHEATHING F x PROVIDE BLOCKING AS REQUIRED PER I D II a SECTION X-X IF L-u NOT FULL HEIGHT SHEET C I II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I I-11-1 T15/32' OSB EXPOSUREI r F SHEA HIN SHEATHING w y SOLID 2x C BLOCKING @ ALL zi C SHEATHING EDGES (SEE II OPENING E ION X-X Lu o. x rr W x E II F w 2x STUDS III III I it II BEYOND. x SEE PLAN o II III U) 1 \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 318" "S" = NAIL " SPACING S .4" S4�s 1/2" 2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2X4 #2 SPF TURNED VERTICAL w/ 7/16" 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 vF"nra gtxmar; SECTION X-X 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.) 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 Yss" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". w z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL OC NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. v=i E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. a w/ 8d COMMON NAIL WLu LL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER a 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. v~i 0° LL ¢ Z 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL to w O O MEMBER IF GABLE END 'L NOTE: rc_" WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d 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 (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 wl SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE F� AFNn.Q/0'Q i FLOOR TRUSSEAM / SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON TAU*---\ @ 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 W 1.4xW 1.4 v WWF OR FIBERMESH —� . _• • 4. M .111_I 11_I I M I •' -I 11=1 11-1 I I I I ••:, -1111111I11 1111111 4 •:a 'II,;IIII ... I III=III=� (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING Im HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS 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 1 IIIQ z °Q ;,;I r @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION, V S6 =:a a) S 0 LL C C_ } Q = Q% 3 .> - w (?T U < ddlllppp`tr/.� •�`\```���111trt�itWzz ~ LV U �OFESSION �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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ■ 0 W E H o $ m CCo o N LL Cm J '-j Go u7 op S * LL W 19 �No� LL a a rd YYn a 5 t9 -9LLLL 0 0 0 Y,s�• sA O CP Z � N° JW ,n MZ �50 N L OU 0 � W Z W OD❑ CD C z z Q — a U) z 4.1 U_ 9 LL �� C1 Cn � V � W O LU 8 Ln �_ d M U U 33 0 M z w 2 U_ E 8o g -0 z• U E U f0 i- C � p Ru oa Wa Oo N a< $8 o� w ra z SOr Nm O zCnC () N cn J a ° QW z EZ W a g � 3 89 �d �W = �L o O c0 o L6 0 LO � ME M L C9 0 Q'' T ^r r�. VJ m � �--+ 0 r*-.. N C) LO � o Lo T Q N T ui N N 0 ? z C E H E >` d c a 0 0 JOB NO : 22-02356 SCALE : AS NOTED SHEET NO. S6 (MONO) Y Z r 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). 1 3/4 x 11 VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER ZZFJ I H D 2x8 BLOCKING FOR STRAP �1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1W' AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS I 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2xi DRAFTS P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU / NOT TOUCH STRINGERS STRINGER CONTACT 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW - SCALE: 1'-0" JOIST SYP 2x8 SYP 2x8 SYP STRINGER MUST MAKE FU CONTACT WITH LANDING i SIMPSON A35 OR / LSC EACH STRINGER i 1 2x4 CUT ON BEVEL — DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING i I IE SIMPSON A35 OR LSC EACH STRINGER 2X4 CUT ON BEVEL - DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING N THIS STUD WITH rA 2x SYP CUT TO FIT \ I BEARS IN WALL I __-2x12 SYP BEARS IN WALL' I `-2x6 SYP / \ / 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER\ FOR STRAP / AND NAILED TO FLOOR WITH GLUE \ (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAIL CTION VIEW "A" 3/4" RISER CUT TO FIT 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 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER_-//7\ SIDE) TO BOTTOM EDGE OF 2x12 STRINGER %STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS / 1 I I SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" [ALIGN THIS STUD WITH FACE OF 2nd RISER — ____ BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ J" X 2" TAPCONS @ MAX. 32" O.C. TOP OF 614 STRINGER / TREAD 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT r / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH SYP CUT TO FIT / STRINGERS EARS IN WALL G 2x12 SYP BEAR I — IN WALL 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH IA I - 2x6 SYP / STRINGER _- / 2x4 SYP BLOCKING OPTION: 2X4 CUT ON FOR STRAP BEVEL GLUED AND / 2x4 PT NOTCHED INTO STRINGER\ (SIMPSON MTS12 w/ NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" NAILS) W/ SIMPSON H3 AT STRINGER CONTACT POINTS / CTION VIEW "D" SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL F94 xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" -3/4 PLYWOOD 1 ON DECK d CKING :i �x8 SYP GLUED AND NAILED TO / FRAMING TS12 w/ /2" NAILS) / 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED i LJ AFT S P 2X4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE -A NOT TOUCH STRINGERS STRINGER CONTACT x GLUED AND NAILED TO STRINGER POINTS , fOR DRYWALL SPACING B � - H YAE SECTION SECTION VIEW "E" SCALE: 1" = 1'-0" VIEW SCALE: }" = 1'-0" On F 2x4 STC 2X4 NOTE: 2x8 DRYWALL STOP l \ NOT SHOWN / I \ ROVIDE MOISTURE / PROTECTION ATTACH ALL COMPONENTS \ OF STAIR TO CONC. W/ j" X / 2" TAPCONS @ MAX. 32" O.C. \ 1x4 GLUED AND / \ NAILED TO STRINGER / SECTION VIEW "C" SCALE: 1" = V-0" \ FLOOR TRUSS OR CONN. TO BOTTOM / GIRDER, FIELD VERIFY OF NEWEL POST \ PER CONTRACTOR (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 J"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW _ SCALE:" = 1'-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE 4TO RIM BAND, ID NAILED TO WALL BELOW NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING -2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES JOINT -TO )ISTS) H 2X STRINGIiR 2X BLOCKING_\ PSON MTS12 w/ 10d x 1 1/2" NAILS D OR 3 D 2X BLO-'(ING RIS 5R VARIES ECTION VIEW "H" SCALE: 1" = V-0" p ! O M CLm X CU LL;� 0 L V CU O m : N (DS j 0)Z 7a_a C O Q 3 7 CU Q-0 s _ E C CU C U >>o.�°W R0 W/v/r� ^v3'4y O� x F L s%�°•� O `E S S 1014?.-S. 1 'lr//ltttlitit��t����\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E co 0 N o # 11 0 ;n m u' w W tANo �aa W a'6 3 LLU. o _� Z o7, W .0 ¢ d a IL a N d Z U J U v z W ❑❑❑ W 0 z a �/, M ,/ I Z .8C1 s GLUA � � U � 11) OLn —� w s N c A (Q .3 � c ' W � 0 C o CC)z coo a E osWX Z® E 8 E f0 t� C o 1=a E ui j O XU ❑a WC DU o z o N i gg <g m� C zzy U ZLL z . � gam wg 33Z az �W W � PIE �k p CD � za Or o3 c c T mC >6 L LO 2 B to 0 c � 0 U) 2 s� 4-0 N 0) -0 o ai z C`V N O N o z z c E E E d a3 �a c IL v _j Q o JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. ST L� 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45" DIAGONAL - BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. _ " I APPROVAL FOR CONN. APPROVAL FOR CONN. ; ;' . 1x4 P.T. , ii 1x4 ' ' j`` 1 X 4 1 FURRING 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" �� TAPCON. INTO TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C.2 ROWS NT01 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL 1x4 P.T. & 1x8 P.T. " STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. i%' 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. ' (2) ROWS 3/16" x 3-1/2" , , x 3-112" TAPCON @ 16" 1x4 �� O.C. & 4 FROM EACH TAPCON 16" O.C. & @ FURRIN( END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1 /4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB NARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR( 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 811 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO K.) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK IN, 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES WI (4) 10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --- 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END \_ PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB, (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT ±5" FIRST 2 COURSrL:711 L� CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT " PRESS PANEL REINFORCING INTO PLACE. „ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID " MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL / / FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) ,*4 A fD. 90° HOOK (TYP.) IOTCF� B @ FIRST COURSE 4W, 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED __2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL - SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW--L—Y—L CONT 2X4 NAILED TO BLOCKING w/ 2-12d NAILS (••) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP T_ CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT / S1701 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.' / . W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 614 1 J I ::j GRADE .. D e e CV C tM 0 . z_ r •>• e: (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2 STORY) WITH MIN. 3" COVER EA. WAY 10 SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" �x TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 9 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4 7/y (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, , - 1 l! Q;:r: cuf=1=T n7 Akin z O 2 it O w U FILL 1st 4 COURSES SOLID W/GROUT ;: .y FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' ' OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-0" 5'-011 #5 BAR p• 1/ `� CENTERED W/ . ;' • . +► IN TOP o s : KNOCKOUT / N CHAIR BLOCK MONO F TIN 00 G .a SIZE AND REINF. PER PLAN -I - AND SECTION DETAILS CLEAN FILL D z DIRT �. • STANDARD o i 90 HOOK iv #5 BAR IN FILLED CELL 6., . L, I . L fs STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY l F--- EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT rA SECTION 1 SCALE: N.T.S. SCALE: N.T.S. ~ M16- �t U CNm a -p p rr O M N c �L � :N .r N C Q Qo3ca N W _i N CLM cc N O O = C I co cc > > a LLl i1ii9llltip % ch 16 q 110> SSION���ti��\~~~ 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 portons of the drawing pages bearing Engineer's signature and seal. a I Co o A9 °rat N N 'I LL m J m � at U. Q r W 9 u� a �eM 0 In rZ 12 -u w ej J � 'L y J ty u- Q, " o _ Z -a ox ma 0W` 0 0 1 cCN 0 2 ¢¢¢ Z NLW co Z y p Z pV U� rvn W ❑❑❑ C v z N Cn z z Iola a v J d � ry �N z w 1 N U 0111 � c �� C rR r• Q < 9 CD CID M w i __j woe 05 Q E U f' C E x U °< g� ❑a wo U oz &Z Z � �� a wz Cn=�& N�aW m zCn J �Z 3 W� V $b w� w mw y- _ _0 J w `' il�_ ° U L.O � L LO L i� CO co O m to 4 CD / CD Ln Ln r Q M r E_ (� ch z z � E :: c n� U .3 Q p rz °� JOB NO : 22-02356 SCALE : AS NOTED SHEET NO. SS I I I i I i i i I ------------------------------J CROSS BRACING DETAIL (TYP.) 1 SCALE: N.T.S. TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� -----L WOOD TRUSS --J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. SLAB SEE EXTEND LPORCH PLAN SLAB 1 1/2" _'FOUNDATION - - (2) #5's CONT. T&B w/ 4" #3 STIRRUPS AT 4'-0" - - WHEN DEPTH EXCEEDS 30" - GRADE - zc 11 A 11 PORCH SILLr15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2" LU - q PORCH SLAB SEE -" N a FOUNDATION PLAN w - (2) #5's CONT. T&B 2 z W/ #3 STIRRUPS AT �I z 4'-0" WHEN DEPTH EXCEEDS 30" a LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDINGCK MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN EXTEND J SLAB 11/2" -- 4� - (2) #5's CONT. T&B w/ _ L #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH 7 EXCEEDS 30 FOUNDATION PLAN 4. RADE 04 Ir 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 INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 w/(1)#5CON REQ'D @ MID I II r I I II I I I I IP I I T. FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED Ak MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY 1 i_— = *. PORCH LAB SEE - SLAB S LEVEL FOUNDATION PLAN - a (2) #5's CONT T&B w/ -' 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 CUT #3 STIRRUPS AT 4'-0" - '- CONTRACTOR TO INSTALL MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF ------ SEE PLAN SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE Iol INFO 10/11 I I I l SEE FLOOR PLAN FOR COLUMN SIZE & BASE I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN � I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — — INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR -------------- - xxSIMPSON 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 r22""� SCALE: N.T.S. LY OPTION A SCHEDULE/PLAN DOUILE PLAN N OPTION g COLUMN SIZE & BASE OPTION C INDICATED ON BM. CONNECTION INFO COMMON BM-. TO _POST ATTACHMENT KA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOPOF BFAM I I _J SEE PLAN FOR CANT. IF INDICATED CORNER I �� SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. ju SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: 1/2" = 1'-0" V2" CDX PLYWOOD OR %s" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP � e GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS � 2x4 #2 SPF STUDS @ ��- 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �E-saw u . o a A, ° e a MAIN HOUSE le . SLAB a . `. 4 (2) #5's CONT. T&B W/ #3 STIRRUPS AT d n 4'-0" WHEN DEPTH EXCEEDS 30" 1 � SECTION GARAGE MONO 21 SCALE: N.T.S. O M < 4 CL - NLL.a "r -0 p j M NO M c-b 04Y � -C vi CL - u)E~'Q <03M U 3 c > .Q � _WEc M 0 0 0 ` C U 20 ��e�;`t1111flilft t!�/�! e , • S Egirl • •••.GV �G� 6 .`.. .Q -to U �O.OFw . �! •• .,•. F LO sir 4•• • ......••'• ',4sjlROF�S$�ON ,,\ II I I I I11'�������` To the best of the Engineer's knowledge, information and belief, the structural aural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W) W E o $8 m� C i 9eN (JLLLL d 0 Z = ��_ � 9 j '(0 N (O m 0'- J W ���� a a IL Z 2 '.6 0_: <n O Cj Z pv� (n ILW ❑00 CD v z � z o v N — N m ■N z (DU. 2 U � O w s U � z ' W J U C� NN o w co zZ M J zo Q L go fl- E W° �• E U on CID 0 U O z xU aU V O� N . Wz .2 �� Q: �o ms N ~ z C YS Sys }<� J C9y g� a 3 g� 50 W o1. ° z- z o Mo co u w d? co .161 U 3 C 0 E O 6L >L6 L Ln I° T cc L Q C i� V N o 0) LID N LO T Q N T E N z° m v; N Z E o a U _j ¢ p JOB NO: 22-02356 SCALE: AS NOTED SHEET NO. D1 A w 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 CUT #3 STIRRUPS AT 4'-0" - '- CONTRACTOR TO INSTALL MIN 3" x 3" WEEP HOLE SECTION FOR WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF ------ SEE PLAN SIMPSON HUC410 w/ (14) FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE Iol INFO 10/11 I I I l SEE FLOOR PLAN FOR COLUMN SIZE & BASE I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN � I CONNECTION INFO I I REQ'D ONLY WHEN FOR COLUMN SIZE — — — — INDICATED ON BM. & ADDITIONAL INFO. — — — — — — — — — — SCHEDULE/PLAN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR -------------- - xxSIMPSON 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 r22""� SCALE: N.T.S. LY OPTION A SCHEDULE/PLAN DOUILE PLAN N OPTION g COLUMN SIZE & BASE OPTION C INDICATED ON BM. CONNECTION INFO COMMON BM-. TO _POST ATTACHMENT KA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOPOF BFAM I I _J SEE PLAN FOR CANT. IF INDICATED CORNER I �� SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. ju SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. CE MIDDLE BM. SPLICE OVER CENTER OF POST WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE: 1/2" = 1'-0" V2" CDX PLYWOOD OR %s" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP � e GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS � 2x4 #2 SPF STUDS @ ��- 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2„ ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT �E-saw u . o a A, ° e a MAIN HOUSE le . SLAB a . `. 4 (2) #5's CONT. T&B W/ #3 STIRRUPS AT d n 4'-0" WHEN DEPTH EXCEEDS 30" 1 � SECTION GARAGE MONO 21 SCALE: N.T.S. O M < 4 CL - NLL.a "r -0 p j M NO M c-b 04Y � -C vi CL - u)E~'Q <03M U 3 c > .Q � _WEc M 0 0 0 ` C U 20 ��e�;`t1111flilft t!�/�! e , • S Egirl • •••.GV �G� 6 .`.. .Q -to U �O.OFw . �! •• .,•. F LO sir 4•• • ......••'• ',4sjlROF�S$�ON ,,\ II I I I I11'�������` To the best of the Engineer's knowledge, information and belief, the structural aural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W) W E o $8 m� C i 9eN (JLLLL d 0 Z = ��_ � 9 j '(0 N (O m 0'- J W ���� a a IL Z 2 '.6 0_: <n O Cj Z pv� (n ILW ❑00 CD v z � z o v N — N m ■N z (DU. 2 U � O w s U � z ' W J U C� NN o w co zZ M J zo Q L go fl- E W° �• E U on CID 0 U O z xU aU V O� N . Wz .2 �� Q: �o ms N ~ z C YS Sys }<� J C9y g� a 3 g� 50 W o1. ° z- z o Mo co u w d? co .161 U 3 C 0 E O 6L >L6 L Ln I° T cc L Q C i� V N o 0) LID N LO T Q N T E N z° m v; N Z E o a U _j ¢ p JOB NO: 22-02356 SCALE: AS NOTED SHEET NO. D1 A w A w i (1) SIMPSON LSTA30 w/ (22) i (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT SIMPSON SP4 w/ 6 10 1Od NAILS BENT OVER TOP () d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @ 24" O.C. i EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP OF MASONRY & 8d BLOCKING INFO QA SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 BLOCKING NAILS T/B FLANGE Fi / 0 APPLY SUB 5��, (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER i DETAILS U FLOOR + STUDS w/ 10d (2) - 2x SPF TOP PLATE END OF SILL. MAX. 1 2x SILL PLATE W/ 2 12d TOENAILS. () ( ) 2x STUDS © ADHESIVE TO I 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • i 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ;, SURFACE Q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x 11 i FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. SILL PLATE wl SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 1Od 1Od x 1 1/2" CLIP EACH SIDE 1/2" SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x 1 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED EA. END i CORRECT BLOCKING w/ (3) 12d EA. END ; FLOOR DECK AT HEADER SEE Q/S4 FOR REQ D JAMB ------------------------'--'---� G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK INFO lo 1/2 GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL �o� �o� VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING (2) 12d TOE NAILS TOP 1Od NAILS (7),10d NAILS & (4) 1/4"x2 TIE BEAM @ 8„o c SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & BOTT. CHORD 1/4 TITENS FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E -10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3NI HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED �.: SEE INFO BELOW ON CONNECTION PLATE SEE PLAN o0o OF CRIPPLES IF LONGER THAN 8" :., P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 1Od x 1 1/2" USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE 2x HEADER TO SIT q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE 2 - 2X SPF TOP PLATE O HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER NAILING AREA 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER o G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE (TYP.) ��(2) I I i CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS ; SIMPSON MST37 —� SEE STANDARD HEADER ' EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft 2 2x () PLATE SEE PLAN MORE INFORMATION .{ 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" r BASE PLATE 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B \ SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B C W/ 2) 12d TOENAILS T/B ( (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. \ 1 1/2" (USE SP8 FOR 2x8 (2) 2 x #2 C B H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). WALL) @ 24" O.C. SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER / t \\ JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET (BLOCK SOLID) / / STUDS ARE w/1N WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OPENING NAILED TO STUD PACK W/ 1Od NAILS @ 8"O.C. �� A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS TO BE INSTALLED AT EACH END. SEE PLAN FOR COL. SIZE 2 x CONT. T & B — — e 2 x 4 #2 SPF STUDS B G li INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE :- - -- SIMPSON HTT4 w/ (18) - - -- G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 16d NAILS & 5/8 BOX HEADER AT 16" O.C. U.N.O. 2 2x HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN ANCHOR BOLT w/ (2) Zx TOP PLATE SEE PLAN E F Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT o.° a g" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ;� . •� ti 04. o TOP AND SIMPSON SP1 w/ (10) 1 Od NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. •" • P • *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ 3 12d TOENAILS T&B O SEE FOUNDATION PLAN O ANY GIRDER TRUSS IN THIS —'�'— 2 STORY I NT. BEARING WALL FOR FTG. REQ. SITUATION. CONNECT G.T. TO 2x CRIPPLES TO TUASTUDS PROVIDE EXTERIOR SHEATHING MATCH JACK w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. @ 2nd FLOOR (24) 1Od x 1 1/2" NAILS AT TOP AND STUDS BELOW BOTTOM TO HEADER 5 SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. @ GIRDER 7 (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. - LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 1 Od NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 1 Od x 1 1/2" USE SP6 FOR 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE SIMPSON LS30 w/ (6) 1 Od x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'4" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. " F.h, 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS '` 2x SILL PLATE W/ 12d TOENAILS. L9T �2 F48•• �`/T 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE �� ALT. HEADER ANCHOR , LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET H LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS � (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET).' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2ON x4 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS OUT P 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS 11Od AIILSSIMPSON (&) 4 1/4"x21/4" (7) () TO BE INSTALLED AT EACH END. PLATE TTACHBLOCK END OF OPENING CENTERED TAPCONS W/ (2) 10d NAILS NAILED TO STUD PACK j � ' FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE ` W/ 10d NAILS @ 8"o.c. ., AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o 1j SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. 0 0 > Q m M LL a uMo� C:-0 N � Na��c Q a U U N > Qi CIO 3 N Q-0 rn d O > x�1111111ltll//l�j��// r • CV 1 ' ` V � ci •. 5 R..: ''••,• FAO illlfl111 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 cSE = O N U N J N # LL W Lo 0) 0) rn N do LL 0. d LL Q LL LU J LU Z rtm� t oo �i f0 04 (O IX m OJ CP a Z N M z K N O ILW oo �y Z pU0 W ❑❑❑ (D- z � z a � a N M N z Q) � s LL w U M 0 c .l) w 0 c Q Y N 0 � W M M z z J rn E o ! O � N Q <Z � O Co o wz a® oa j In CC O E °d� O� It CV wo w �� 'O �o �_ - C YoLL �x z z J� 21 ? > gw 3 O az W 3 U a� �3 a� st 5 ° _ Ln LID 4i C as >` CO : r It Cr r1I a m (0 N 0) o LO N LO T Q N T (0 z Ez �; .. a _j a o JOB NO: 22-02356 SCALE : AS NOTED SHEET NO. D2 LL_JJ6L ...... a _u .:.,LLh .1.1.1;ufL.1 n. WL,.IL.. .. a :.. .:.1 _ ., J..,.kYL.a ..:_W .-11"�.,�u l �.�r• Irr�Li l _ il -_- ..dY.a.�s.� ,..ore :. el �,�,� { p ,{, y ....... _ _ _ _ _ _ _ _ _ _ _ kdAiid/YY 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 c 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTK 1. Cut, fold up & temporarily secure i resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING 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 WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O#in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, 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) 6, Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SINGLE JOIST WEATHER dE BARRIER & 2ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER MEMO SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 � 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 7-DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN Q 1'4" PER PLAN SHOWER SEAT SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER z a Ir w a (n (n W U W cr Ir ui (n WINDOW UNIT FLASHING REQUIREMENTS /- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"A" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. SELF -ADHERED FLASHING 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 other SUBFLOOR 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, Is shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturers installation instructions. The No.15 asphalt RIM JOIST 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. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 O2 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 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER Jim 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, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 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 applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �"o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and PAPER TO EXTEND A MINIMUM 6" RELEASE AD ESIVEASSHOWN)SE 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 A 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 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pin flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 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, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously 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. w t R st t 6 7.7.At built-in autters. :LF-ADHERED FLASHING hTCH IHERED FLASHING 1 2 4 5 Tll I 0 FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR II BARRIER I 3-1/2" INCH FLANGE PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. CONTINUOUS BACKER ROD & SEALANT DRIP SCREED PLASTIC ACCESSORY A SOFFIT/CANTILEVER a of BSI an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH l�/\ PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS ----J� \STER STOP A NTINUOUS BACKER ROD EALANT MENTITIOUS FINISH FRAMING SHEATHING ANE WRB WRB Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance With ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0O 1'-O CL m (Q � a s .- U cc O N C: Qo�cu W N '� - M 3 > (D Q-0 -W E c 1 \� (n p p � � U ¢ � � >��%tl N N N_ N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o m E co .NC N _ LL Q -. � °L (0 0- di in� -+w a IMF " a Y u- a 0 � o Z :Ls 0 sCl 0 FeNco CO� W ( ZCo6Z yJO VULL vvi Z W D❑❑ (9 v Z N O z z � d � n. v, 2 � v CD0 � y O W 8 Ul C y N=S Jai �c oco W M y� o�i Z IJL CLo zo >� G i oa cc E$ 0 ZV oa UW Soo Z o N � W a� � � fZ DY m O Zl�i Z (y '� �0 gz o Zw W aLL y Z c� � �o mi 61 < ZIa �U c m0 L6 Lom L0 c� CMt 0 m 4-0 N -0 04 0) L0Lo T_ Q N T E N ' I N o Z z E Q N E ui m c a ci � ¢ o 4) JOB NO : 22-02356 SCALE : AS NOTED SHEET NO. WP1 11 _ d 1-_ . .0 -1. ... U_.... _- _ .. _: l..L�... uJ1 1.4 :.e LASWMWMMWlaL. Al UA L.,4_y.A ult, ,Li . 11. L AI,..J4 , _ - - - IHURR/CANE Mounting Brackets (10 Gaugei +112" x 4t 12' x 2-12" Back cross Support (May be cut to M See Anchor Schedule Right Bracket (16 Gauge) Botts 11 T 01a A32S Gak iTpp,) p 0 as k14 Self -Drilling Screws 1 t3-5/ti" AK Unit Bottom Edge Hurricane Strap (Typica F 3 in front) Washers Front Cross Support Sel .ockiniq Nuts (May becut to W) Left Bracket 0 6 Gauge) 014Se"tiVingStremThruStackets6 BackCross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) SPsr&e audalLRae u a nnotar>msam (purvadei sent. r:sit N4sraiLalsdAir a%= Rd lW fee 10; Sad t7aawierE almieeta ups a gtler t Y.sJ Florida Department of Business & Professional Regulation Per 1 on Building Codes and Standards 2nerm2l Product Approval Application Destall raft 'nor or ale Bus Dift ➢m Mae. yslBgn MarAdw4urK ConLmt !nd rid i loran Vdd a d By fit! PW Asroel Ag➢CQ1O9 tithe Amnnetion 2020 Strait Vem Produgs, Inc Rachel Give" Homes F, Marano RE Laxtt eowdan P.E. 12y192020 12/162020 12282020 Approved Category: Structural Cornpanents (077) 441.1 W PE73778 (334)30D-1800 "CreOeM• Plodids tl0uduced... Rewhof Into@s antraRtcdm New Technehpy CamPltance Method Evaluation. Report tuna Florida Registered Architect are Licensed Florida Prcleasienel Engineer GLUM Assurance AOeaYW fa Use Apprevad for Use jmm Ream Am a S IR taw ➢ ice , m01L RaaYim B31an 1 St1ndVwntleede,1411540-510 Dual Function Flood and Ventilation Vern 1213=1123 Yea Yea NA 10DF100 2 SrnadV tModd81540.5ll Duet Fund. Flood antl Ventilation Vent 12b12023 Yes Yee NIA •t00F100 3 9nartYem Mgde181540520 ineArod Flood Vent 12131r2023 Yes Yes NM a100{1D0 4 SmadVend Modala1540521 insue[eO Flaotl Vent 12r3/2023 Yea Yes NIA .1n0A 00 5 9nwtVen Medal 015406524 16aand; Gorge Door Rood Vend 1231)2023 Yes Yes NM WA 6 BmulVmt Modele1540570 Wood Well In aulated Flood Vent 121311An Ye Yee NIA •10Df100 7 SnmrtVent Mosel AMS40-574 14.66gid: Daniel Door Flood Vent 1213i2023 Yea Vila NA WA Florida Department of Buslow & Professional Regulation Fall all Building Codes and Standards 1n42mi Product Approval Application Detail sa9t bft or all ate ats:Fundina 2" Ate Yamlan )fetlddmm )m64m tilhm= FWAM, al Avamm a" R.,twon 2020 Drexel Maus. Inc. Jason Ghumate Zachary R. Pried Locke Buxom P.E. OBROM20 o8492020 owwo2o 1a134020 Approved Caeomy: Roiling (502) 303-1511 PE-74021 (334) 300-1800 aW W4aay: MVW Raisin hhumurgdrexmw.cam com-, ce Method E ojuWm Region from a Florida RagsMned Archled Me Licensed Fhdda Prohcs1-0 Fmglrrer ,fig Aoorovedror Use AmrovsdWtae )now admit gqi eroded Model. Mrsae.r or Mama Carved Emlrzrm sale In10g18 9 tlw cow i S�trgOt Pressure 1 Droew Mrmi RooBna Syelems CMG 10014$ DMC 15088, DMC 175S, DMC 2066, 121`31r2025 Yes No NIA +o1`180 omcsv Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Pare 2.14 125/2022 rim 20 2MLEM 211 Type en Manufacture cone t En i Llaenw VOUM*d BY validated 1 FSC AoorovaTypeal Approved Status Review 2020 Therms -TN Caporsion Steve Jasperson Lyndon F. Schmidt, PE Ryon L Kingg,, P.E 04/15=1 121312020 04r122021 0a1082021 Approved C"Onn.• Exterior Doom (800)843-7828 PE-43400 (81a)7676556 8ubCatsgoly: Swinging Edam Doer Aesimblas jaspersorn@11hemistru- Compliartm Method: Evaluation Report from a In Florida Registered Architect or a Licensed Florida Professional Engineer -Quality Ji�R Preduet Mndel. Mummer a Manse Assurance, epproied laLiss A9arpead in HVHZ for Ues [mom $�Ot Desmn , Pressure 1 a. Thervr-Tru Flbao-C,Ysslc and Smooth -Stair Nominal 6&#W,8 8quatlnpawagwo Opaque 121312022 No Yn Ys WA Composite Edge Fbargle s Single Door (InvemoOrdawtng; X Mensuration) 2 b. Themla-Tru Fiber -Classic and Snocm-Star Nominal 6afAB,8 8quptlnpactdquot Opaque 12131r2022 No yes Yes WA Composite Edge Fiberglass Single Door with Sdol Ws) OnaW rm/OuteWng; XO, OX or OXO wnfrgunit.r s) 3 a Therma-Tru Fiber -Classic and Smooth -Star Nominal SinXiPa 8quokimpecfaquot Opaque 1Z131= No Yee Yn WA Composite Edge Fbergiam Double Door W th or withoutsidelites (IrlsMngfOutsMnp: XXor OXXo con ngursonsJ 4 d. Frm ein-Tru Fiber-Cbleslc and Smooth -Star NOmms186 1P0 8quotlmpactaquot Opaque 1V3112022 No Ys Ys WA Composite Edge Rl aow Sigh Door (ImFli g/Outcwing; X cadlguratim) 5 a. ThemmvTru. Fiber•CYasic and Smooth -Star Nomina188g38O ttquotInVoctaq vt Opaque 12011= No Ys Ys WA 'Composite Edge Rbargli s Single Door vMh Sahel s(s) Onwitng/Ouirwrg; xo; OX or OXO wmigursaona) a I. Therms-Tru Flbw-C nWe and Smocti-Star Nominal 6BAA8g;0 8quotlmpaoMgtrot Opaque 12r312022 No Ys Yes NIA Composite Edge Fiberglass Double Door Wth or WthoutSioelKas lhxwag/Oudwing; XX or OXXO wnflguratlgns) 7 g. Therms-Tru Fiber -Classic and Smooth -Mar Nominal S&M.88quotIRWGWgWo Glazed 12/3112022 No Yes Vas WA Composite Edge Fiberglass We Door (I-MrgMubrwag; X wrdguraticn) a h. Therms-7ru Flber.CJssslc and Smooth -gar Nominal BSei;B aquotlrrpsgffiquot Glazed 12r3112022 No Yes Ys WA Composite Edge Fbirglan Single Door with Sidelite(s) OnsWng/OumW ng; XO. OXor OXO confguations) 0 i, Thermal-Tru Fiber -Classic and Smooth,%r Nominal 6&fl 86quotlmpacmlprot Glazed 1257/2022 No Ys Yea NA Compddts Edge Fiherglam Doubts Door Wti1 or ve8noutSidalites Onsaung/OuteMng:.XXor 0)%0 confmuraaons) 10 J. Therma•Tru Fiber -Classic and Smooth -Mar Nominal86r'A`�08quotlrrpectaqutt Glazed 1213112022 No Vs Yale WA Composite Edge Fiberglass Single Door (InsWngfOuhwingl X aonfiguro8on) 11 In.Therms-TN Rbsr-Cer atcand Smooen-Mar Nominal 8990a;O 8quotlmrsot1q-1; Ghzetl 121312622 No Yen Yes WA Composite Edge Rharglae We Door wgh Sdelies(s) OneainglOumwnng; XO, OXa OXO configurations) 12 I. Therms-Tru Flber•Casdc and Smooth-Shir Nomlhal 8M"W.oliquotimpsetsquot Glazed 9213112022 No Yn Yes WA Composite Edge Fiberglass Double Door Wth or widlou Sidelitn ans ei g/Outswing XXar OXXO configurations) 13 in Therma-Tru Flber-Classic and SmoothStar Nominal 6611391 1,quottnpacti6quot Glazed Molded 12/312022 No Ys Ys WA Open Composite Edge Fiberglas Single Doer OnswingrO ttslvrq; Xwrifigurabon) 14 n. Therma.Tru Fiter.Classic and Smooth -Scar Nominal BBA39;8 8quotimpacriquM Glazed Mottled 12012022 rso Vs Ys WA Open Compoab Edge Flbesgrasa Single Door vAth Glazed Molded Open Sldellts(e). (Ina vl giiOutsvulng; XO, OX or OXO wxniigurotions) 15 o. Thsmrs-Tru Fiber.Cbsate and Smooth -Mar Nominal SIMISS4 8quotlrrlpecidquot Glazed Molded 12r3120M No Ys Vs WA Open Composite Blip Fiberglas Double Door with or vdhout Glazed Molded Open Sidelines Onsvimacufawslgi XXoromo o figurabons) 18 p. Therms-Tru Fitter-Clsmit and Smooth -Star Nominal S&NWB"impactecucti Opaque 1213lr= No Yes Yea WA Campsite Edge Fitnerglaw Single Door vith Molded Open Sidelite(s) on aiiing/Outwving; XO, OXdr OXC cordgumbons) 17 q, Tharma-Tru Fiber-Claslo and SmgWlrSmr Nominal (16A59,8 8quotlmpadiquot Opaque 12/3112M No Ys Ys WA Composts Edge Fberglas [oubb Door with or without Glazed Molded Open SldeMn (In wrg/Outewiy;. XX a Oxx0 con5gurabons) Florida Department of Business & Professional Regulation Per / oil Building Codes and Standards 1 aMl1 Product Approval Application Delill oral Entire ' All ,eta RALEMME no 11121 veralon Wnulmturw carted biginow a Yfarm ) L Y9lldlad a>Ybaligat PaoAppreval Ali a1" Revidgn ZD20 PGTlnduaaes 4-o RowuneM Yl-&Osde WCO-CER Miami-Deah 5CCO-VAL 11A92020 iOrM 020 11124rX20 Awaved Cate9arin Eidereor Doors 1941) 48"100 (786) 315-75M subCabgorr. Selling Extedar{Door Assembles lreowaM�pgendusmaae Compliance rdhod; Cartlleatlon Marty or Using evn authAtrilm Anoneved for Use Approved fa We kWnd 2tft 9� 8C7115570 (Cage Madlo lmpatl) very! anding Ms. Door OiEatlmtignall i6� a tr,P13,61R January 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) Teak Pressures Exp. Date 9. EXTERIOR DOORS I+67.01-67.0 A. SWINGING Therma7tu Fiber -Classic and Smooth -Star (NONAMPACT) FL20461.1 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67a0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/81200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16)C7) 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 FL243.5 NiA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Aiside Solid and Vented Vinyl Sofit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2i-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VEN11LATORS Thompson Arch Metal Comp. Oil Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12131/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components 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 WA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 i i 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 or Business& Professional Regulation Building Codes and Standards Product Approval Application Detag pop Of 1252022 Gage ralittor all 21A Daft Pandine 20 Iyai VersilloDManifitclurerpa� Validated By validated Submitted FSC Aamoval )jQgQvid AMA Revision 2020 Themla-Tru Corporation StavarJasperson Lyndon F. Schmidt, RE. Ryan J. King, RE 07Y230= 07A2/2020 0712912020 10113I20Z0 Approved Category: Exterior Doors (800) 843-7628 PE-43409 1813) 757ZB55 SubCetWry. 9einging Erderrior Door Assertebls aJacpermnothammbu.co CbmpLkm Method: Evaluation Report from a m Florida Reghterpp Ammnted or a Licensed Fbnds Prorsaebnal Engineer Atiallayed for Use Aeeleved for Use l= x ProtlnrCt Mede6. NumWrltr Name Product Damnation C4m/raotErolratirm Date In HVN2 Outside NVHZ Res PrKeure 1 a. Therms-Tru Fiber•Classic and Smooth -Star Nominal 66e?9,8 Squotlmpactiquok Opaque 12131t2072 You; ys Yes WA Composite Edge Fiberglas Single Door (Inwving/Oubwirg; X configuration) 2 In. Therma-Tru Fiber-Classip and Smooth -Star Nominal 8&IY00;89qudtlmp�actiquo( Opaque 12131r1022 Yes Yes Yes WA Composite Edge Fiberglass Single Door % tit Sdelts(s) OnsMngloutswing; XO, OX or OXO mm ilurapans) 3 a Theirma-Tru Fbsr-Claselc and Smoodn Star Nominal i6A0D;6 8quctlmpadiquo# Opaque 12t3112D22 Yas Yea Yee WA Composite Edge FiW rglas Doubts Door each or wWtput Sideglee (Ifs I g/OutiWng; XX or OXXO comiguratans) 4 d. Therms•Tru Rber•Ciasak: and Smooth-Star Nominal 880,0 8quctimpadiquot; Opaque 12012022 Yea Yea Yea WA Compedte Edge Fiberglass Single Door Onsrlirgl0utewrg- X purnfiguratiod) 5 e. Therrrnl-Too Fiber-Cbse. and Srmoth4H., Nominal 88e38,O Bqu 1;I-PactLquot Opaque 121312022 Yes Yes Year WA Composite. Edge Fiberglas Single Door with SSdelt.(o) gnewingtOubwing: XO, OX or DXO configurations) 6 f. Thar r a•Tru Fiber- Classic and Smooth -Mar Nominal 8aM0 8quldtlmpad8quot Opaque 1213112022 Yes yes Yea WA Compaslts Edge Fiberglas Doubts Door vdth or Wtllout Sidelllee (Ininving10LR9winlg; XX or OXXO configurations) 7 g. Tflerma-Tru Rber-Chorale and Smooth -Star Nominal 6ieM8 aquctlmpaCiquot Glazed 12131)= Ys Yee Yes WA Composite Edge Fiberglass Single Door (InsrirglQMwing; Xconfigu lion) a h. Thtlman-Tru Fiber -Classic and Smooth -Star Nominal B MS Squotimpastiquak Glazed 1213112>722 Yes Yes Yes WA OomPotife Edg Fiberglas Single Door with SdeYe(s) (ImWngfOubwing; XO, OX or OXO configuratona) 0 i.Thames-Tru Fiber-C�io and Smoottn-Star Nonurta188,IKiD;8 itquotimpactiquot Glazed im2022 Yea Yes Yes WA Composts Edge Fiberglas Double Door Wm or Without Sit elftee (InaWmalOutsMrg; XX or OXX0 comigurallons) to ). Therma-Tru Fiber-Cbedc and Smooth -Star Nominal 8&MD 8quotlmpaQtqubt Glazed 1 V31R022 Yes Yee Yea WA Composite Edge Fiberglas Singh Door configuration) (Nom��� 11 kTharme-Tru Flier-Clasaio and SmorrlhSoar d quatin 12f31120'22 Yes Yes Yes WA Composite Edge Fiibbsoans Single Doorir� Sidelkels) anownsioutawing: )07. OX or OXO configurations) 12 I. Theurer-Tru Fibw-CM"c and Smooth -Star Nominal aia*.D 8quoklmpadiquot Gazed 12J8112022 Ys Ys Ys WA CompoerU Edge Fiberglas Double Door with or without Si elitse (hrmvitp/Outa4np; )Car OXXO configurations) 13 m, Ttremn-Tru Rbar-Cb and Sngoth-SUr Nomina188A3H8 iquotlmparxiquot Opaque 12131r20Y2 Yes Yen Yes WA Composite Edge Fiberglas Sngle Door Wm aquottJon-Impadiquot; Sidegaa(s) N� o; 14 n. Thamu-Tru FlIsw-Clams end SrSoolh.Star ��morOXO Opagatktns) 59 rR, Opaque 1213112071 yn Vs VK WA , Doubt Composite Edge Fibeglass Doubts t5aorv4th "Non-Imped6quot Sidektes (ImmninglOutsuntw. OXXO configuration) 15 0. Themra-Tru Fiber-Chesic and Smocrflh r Nominal 8i1*,0 iquotlmpar#iquot Opaque 1=I12022 Ys Yes Yes WA Composite Edge Fberglas Single Doorwb aquotNon-Impagaqud; SideliDe(s) (InaWnpfOulawirg; XO, OX or OXO configurations) 1s p. Them aJiu Fiber-Cisatc and Smooth Slar Nominal ei1KSW0 Aquotlmpa@iquot Opaque 12131r2022 Ys Yea Ys WA Composite Edge Fiberglas Double Door wen aquotNorelmpadiqud; Sldeits (InaMng/OutsW rg; OXXO cornfipurationl 17 q. Thwma-Tru Fibs' -Classic and Smooth -Star Nominal 88413Q8 8quotNon-Impacffiquob Opaque 12131f2022 Yea YM No WA Composite Edge Fiberglas Single Door OnsWrrpfOutswirW XcorifguraloN 18 r. ThertnaTru Fiber -Classic and Srmotll-Star Nominal A6N30.86qudtNon-ImpscMqubt Opaque 12131r2022 Yn Yes No WA Composite Edge Fiberglas Single Door %ith 90e19(s) (bsWngrOuiawing; XO, OX a OXO colfiguratione) 19 s. Therrts-Too Flew-Ch sic and Smootn-Star Nominal 8iR39;88quotNon-Impsctaquot Opaque 12GI12022 Yea Yes No WA Composite Edge Fibwglsaa Double Door Win or Without skwfbs (IromnvoutcMrng; xX or OxxQ wmiguratlons) 2D t Thsrme-Tru Fiber -Classic and Smooth -Star Nominal 88,03RO Sawothlon-Impatt&quct Opaque 1231r2022 Yes Yes No WA Composite Edge Fttbwoow Single Door (Insvi glOulaving- X com'gursaon) 21 u. Therms-Tru Fiber -Classic and SmoothSw Nominal S88*.D quotNon-Impsdaquot Opaque 121312022 Yea Yes No WA Composite Edge Fiberglas Single Door with Sidatte(s) (Irn»irgroutswing: XO, OX or OXO comhuratonsl 22 v. Theme Tru Fiber -Classic and Srnw*B E ter Numeral a901131;0 aquotbl-Impad6quo1; Opaque 12r312022 Yes Yes No WA Composite Edge Fiberglass Double Door Win or withoutSideaites prswirg/OUtswing: X(or 0)0(0 configurational 23 ro; Thwrna-Tnr Fiber -Classic and SmocthStar Nommed 00MA 8quotNwn-Impac iquot Gazed IMI/21072 Yes Yas No WA Compmta Edge Fiberglas Single Door tsi78 000trNifamoo 24 )• Theme-Tru Fiber -Classic andSmooth-Star NOn0 qXu0quot Glared 1213112022 Yes Yn No WA C%posts Edge Flbegles Styia Door Mill SIdNWe) ArsWnglOutaWng XO, OXa OXO wrwvuralons) 25 y- Theme Tru Fiber-Gasalc and Smoom,Ster Mammal Bitf.�;88quott4aFlmpelxiquot Glazes 7213172022 Yn Yn NO WA Composite Edge Flbeglas Double door W tit or %flout Millions (Irns r g/CaisMng; XX a OXXO wrnfgurations) 28 z. Themm Tru Ftaer-Oaste and Smoo84Ser Nominal 3MGQ;0 SquetNon.lmpsdaquot; Glazed 1213lr2022 Yet Yen No WA Composite Edge Risrylaec Single Door (Insvina Dulawig; Xconfiguration) 27 za. Thwrro-Tru Firer -Classic and! Smooth -Star Nominal 8i139;08quothbrr- Inpadiquot. Glazed 127S112022 Yes Yes No WA Composite Edge Fiberglass Sigh Door with S kIneke(s) (InswingiCutewing; XO, OX or OXO wrnfigunaton) 28 Al. Themss-Too Piber-Clasic and Smr oth-Saar Nominal 0ip39;0 iquot 4cr, Inpacdcluot Glazed 12r3112022 Yes Yes; No WA Composite Edgs Flbarylas Doubts Door Win or without sidelits (InemngtOutewing; XYor OXXO configurations) Florida Department of Business & Proriessional Regulation Bullift Codes and Stitridards Product Approval Application Dahill Peas 1 d2 1 Farm aim CWOLa lEds Do Do, Pandre Bt! Miss VOW'" itmrdegmL i�fia'i E a Y�eddalee YrsgaW aim FRCAmreval Aaglans Ravlslan 2020 MI Yandows and Doan Arentartirger LUIS Roberto Lomas Steven M Urldn, PE iWarlp2U 100a2020 itIAS q20 12MNM20 Approved C4egay: Exterior Doan I717) 305.3300 PE825/ 4 i717)317.6454 arbCattDgOrY•gldnO Exterior Dow Amemaes bsahoergimMd.com CeRVIlJanee Waned EWNalm Report tore a Fields Regirsered Artl thw ors Likened Fladde Professional Engineer ease IYed,idrper.anom-O Mary rfig GnIM Assurance S1>rA[8fd -20 Amrevedle Usa Approved InHVIt for Um i )mgaga R41b=t adon CmW)n. 1 SERIE842oALUMINUMSGD SERIES 420 ALUMINUM SGD OXO 12✓I2024 No Yes No WA 1453/48qudx6Mquo1; NON -REINFORCED 2 SERIES 420 ALUMINUM SW SERIES 42CALUMINUM 301D OX XO.XX 12/312024 No Ye No WA 668Wd78GLquot MON. ENFORCED 3 SERIES 420ALUNNUM 6GO REINFORCED SERIES 420 ALUMINUM8OD REINFORCED OXO 12312024 Me Yes No WA 145-3r46qudxrn6 Uat; 4 SERIES 420ALUMINUM$Go REINFORCED 9ERIE8420ALUWNUM SOD REINFORCED OX 1201/1024 No Yes No WA XO. XX 966gaotx968qud; 5 SERIES 420ALUMINUM 8GO REINFORCED 8ERIE842g ALUMINUM 900 REINFORCED]00( 1231=24 Me Yn No WA 1431kax:Letratpd: Florida Depanrners of BLMinss & Professional Regulation Building Codes and Standards Product Approval Application Detail Pye / df 10=1 rda MOLE tau > >ata3ogl- AglorWild III awom 2D20 Ws"a-Dalm.8 d~ orOvsmead Door Dryne K-Sh John E.8caha Jersey P. Amesur, P.E. 1011212/120 092VA20 1W732020 12rI62020 Jpaeued Corporation CS30)793.8121 PE-51737 (904)$21-5200 C41yaY. Esterior Doors dkanielrmwaynsde tans grlCraWIr. Sadirnal F.Ytarla Door Aasamlblie on Cameaann Mdb d: EWurion Report ft.. 1`I00d4 Registered ArehMeder 9 Licensed Florida samtoamom Prdesknd Engineer t YotlatMmbre Yoe adoLanumn ftSHatd.El4atitlgnB[a A AUKMMUW the an gym OUM&tl)8fi � radealot 220M Pressure. 3 800018100111200411105 MM; Ms. doh. 148a39; Mar hslghl. Glazing IV31,M3 No Yes Yes •31.00,135.D0 Available In top or Iebmddidt sadion. 10 80004100420081123 1S&M, Max Wdin. 146a34. Man hoot. Gazing 1=12023 No Yea Yes •30.9003.90 tvetlable In top or Intermediate section. 11 8000410042DO 81124 16811139: Met ddh, .14609, Maxtift Glazing 12412D23 No Yes Yet •34.401.39.M available In top or rt"re"Idfe section, Florida Department of Business & Professional Regulation Pee i d l Building Codas and Standards 1155=1 Product Approval Application Detail Age a[4pleading at! mm YAYaD tam ram Endrrwa Cleves gym( lid FBCAmmd 6ucam iim Revs. 2D20 Canoe Clveico of AADO. Inc, Tom Rattly UL LLC Troy Sinop. P.E. 12 OMI20 1 Da 12020 12112020 Appro sd CYagey'. Exteda Doom 18411494.2813 r954) 9n4T-0c80 "CateCaM• Exterior Door Canponems larrn.rdhyQameebioy.eo Caepllw CO rehod Ca6eedon Mad or Lining ran Apsrovadlor Use AuxaM for Use DWIM AM go Numbler , a,- 01,11hild Searle- oil, Ise MVHZ Outside ism All"P.- eOT. 7a7, 1 727, T47, 757, 7", and a4T ffilrgh and Palm or Gass ed, ed, end Louvwad single and pairs d 1201/1025 Yes Yoe Yes WA Doors hollow metal doors. Florida Department of Business & Professional Regulation Feel erg Bulking Codes and Standard 15=1 Product Approval Application Detail Code Mil or Ode Dore net, Rwdm W�te ]Yore )nit - mmwgalmL SnISLC Et7uboLAUMM )col t )fNW= ails FIND A-,,,,[ Aggr-if Review 2020 MI Wlndclva and Doors Snort sufNa American Architectural Steven M. Won. PE 1111712020 11MT)M20 1172712020 Appre+ed Category: g7ndi ws I717)3s-3300 ManuhcWrwa Assodetlhn 017) 317-9454 aubCrsgoa: Single Hung bmnaer®nd d.- Cwpaamgained; Cwulealw Mart or using MA Red er Yeak Musa er Nor LaRs�mtlgo att In HVHZ tktlrde H1AtZ �' Rtlm Btu eLflrlm. 2 165 SH 52z72 FINFlrnge Frame IGSG Single Hug 10A82023 No Yes No •601-60 LAmarded Giese CD Cn -Cu O }a Q Q O CU CU CU kn 0 0M. O � /0 `v U_ICU 16.11 O E 02 ICU 0///��� .� Cn Q a Z Z W J E Z CIO � Clio `V 0 > L L CL LI. U O t` W U m H o LM W a N z Q J SHEET N0, PA 1.0 Florida Department of Business & Professional Regulation Pages d9 Florida Doperhnard of Business & Professional Regulation papl di Building Codes arid Standards IfZM22 Building Codes and Standards 100=1 Product Approval Application Detail Product Approval Application Dents 11 Pendlna P8C�mnal Approved SsOt EaYhL9r Jilin Ate USLEMdoa ILL Ilmtiversion coubm aue»nae Validated By gtap(a 1YIIt vfww Nkluruma Cad ltaW.e3Lgimiyadlledss Vald"d gym PlICAmtoW Approved 9taM Rar+iiprt 2020 Therms-T[u Corion per Steve LynPE4340Schmidt, P.E Ryan J.Kin&P.E. 1C/07r1021 fJB"IBI2021 10l'13Q021 12H52021 Approved �� 2Dp PGTlndu*lft Jane lFcaoweM 101.4-Cade BCCO-CER hYsmFGde SWO-VAL 11AIS)2D20 11N512020 11AV2U2o Approved 6UbCatego7Swing(ng Eeterior Door Assemblies WACallty: Faomlor "rating 43-76aon (800) lsona28 PE-43409 (8131757-8555 ejaepereorlQMertnatru.co Ctt*On1y: WArntlpws (841)48B-0108 (TOM 315-2580 Compliance fAmod: Evaluation Report from a ni sYlc4neg.'r. angle Hung Imm(dl&pon&W*ao Florida Registered Archnul or a Ucensed Florida Campuses Mdhnd: Camlanon Marker UYng om professional Engineer - Fraraiat.arwtmtLrar.;. Arw�yitarlose 'AgilUM far Mee gyByg s.aa RadKSModalNmhrwMaer C1krt',All- AUMMMUSAU AMEMMILZAet kna Deem InHVKZ l9Rii l 1331sU1. Se4ll Product Moded. Number or Name Reduct Dsacnpiion Contract Expiration Dab In NVt¢. outside HVItZ Rwldanl Pyre 2 QW Mq (Large Leese. anpad, %W angle Hung VAMw 67/802a25 Yae Yee Y. WA 1 a Themse-Tru Fiber -Clinic and Smooth -Star Nominal S&M.8 BquoKNon-ImpagBquok Opaque 1213112= No Yes No WA Composite Edge Fibiallim Single Door (Imp ingfo rtsvting: X omtfigunhon) 2 b. Therms-Tru Fiber-Classlo and Smocith-Star Nominal6&#WS Squothlon-Impaaraquot; Opaque 12/31/2022 No Yea No NIA Cvmpeade Edge Fiberglass Single Door with Stele(s) OnewinglOubwing; XO, OX or OXO 3 aThernr TN F6B-Chsatcentl SmootnStar NNoominall 881d130;88quatNon-I npadaquot+.Opaque 12131/2022 No taw NO WA Fiberglass Composte Edge Couple Door with at Wthout Sidefiles avMnglQileMng: XXar COO(O wnfiguratons) 4 d. Therma-Tru Fbwr Classic and Smood)-Star Nominal 7a1*0 Squd;Non-Inpafdaquot: Opaque 12/3112022 No Yes No WA Composite Edge Flbergba Single Door (lnswrialoutswmg; Xconhguradort) 5 0,Theravi Fiber -Classic andSmorlh-Star Nominal 78Jg9,0 Biguctrion-Irrpatsquot Opaque 1213112022 No Yes No WA Cmnpon a Edge Fiberglass Single Dow with Ssktte(s) gnanmWOurthrang; XD. OX or OXO S f. Therms-Tru Fiber -Classic end Smooth -Star wnlijuragons) Nominal 5a03S;0&quctNon-Impadaquot Opaque 12131r.1m No Yea No NIA Florida Department of BLNllrhesa & Professional Regulation Pagel at CaMm" Edge FillaNlaea Single Door Build rig Codes and Standards V5/ARl a nsviing/4uLsw§ta; X conf6TUMrdom) 7 p• Therm*Tru Pber-Classic and Smooth -Stu Nomhw 58N38A 8quctNvr-Inn #Aquok Opaque 12J3112= No Yes No NfA prtMUtt Approval Application DetailCampo iiEe Edge Fiberglass Single Door with S'idelee(s) 0na1(ngtOtdsvving; X0, OX or OXO trmtguradano) 8 h. Therms-Tru Fiber -Classic and Smooth -Star Nomnal8ai3g;0'8quotNon-ImpacfBquoC Opaque 12131r= No Yee No N/A Composite Edge Rbergbas Double Doff Will of 5.� fdbLz all ,lief 211A.5figgliall 21M Wihout ShisliEas(InW4ng10U1mWng XXor OXXO ZftQe Yaam lknufiwW- contact laatter.4Lgs� V YaNtY� i moe FBC Aaral AmNd J)(gyg 9 LThwms-Ted Fiber-Cbsic and Smooth -Star configurations) Nominal SUM aquotNon-ImpsidS,quct Glazed 12131r2022 No Yes No NIA ARamhM10 2D20 PGTlndusklap Jens Rc,-,W Ma dAb"2CC0-CER faari413ede ECCO-VAL 11111,52020 11IOWA20 11/11/2020 Appoed Composite Edge Fiberglass Single Door Ctlagary: Winds o (941)48"100 (7861315-25W (f vehlingout6wLlg;X configuration) aubCiegory: Fixed lrcawreY®ponaeeaac 10 jTherma-Tru Freer -Classic and Smactn-Sir Nam" U#39;83quotNon-lmptet".Glazed 12/31 r2022 N1 Yas No NIA Cenpllaroa Mason: Cstlscason Mark or Listing om Composite Edge Fibgrylaa l Single Doorvlt h Sloe6b(e) (InaNng/OUWMng; XO, OX a OXO- 11 N. ThemM Tru FberLlataiw fed Smooth Sbr wntguradons) Nominal Glued 12131f2022 No Yes No MIA �.t: R.ekid May Nurser a ear[r 9tta.(Ateratoaer Asp -gg Amrea.ererur p(gypt g� i� i I'.a9LtII ft Edge Fiberglass Double Dow Wftxdaite Edge Fi sawhig ss Doubt Door with or vddpW 919110ee (Inswlrg101daMng;. Xx or OXXO S PYt4320 iLrga Mnesite Impact) Noel FteW Window 04/802028 Yes Yes Yss MIA conligursdons) 12 LTherme-Ted Fiber -Classic and Smith -gar Nominal 73M39;08quotiJon-impadSqucr. Glazed 12/81 r2= No Yes NO NIA Composite Edge Fiberglas Singh Door nrnwingrt?irtswng• X wnriguratlon) 13 m. Therma-Tru Filher.Claswc dl Smooth -Star Nominal 7&#U;O &quokNia -Impadaquot Glazed 12131/e1D22 No Yea No MIA Composite Edge Fiberglass Single Door wait SideMe(s) OnsYwrQK)wNswing; XD, OX a OXO configurations) 14 n. ThermsTm Fibr-Clasek and Smooth -Sher Nominal 8na3B;08quo1;NoMmpmeMmuot.Glazed 12131r= No Yes No MIA Comports Edge Flberyass Single Door OraRwfngNumvdnp; X conflguradon) 15 0. Thenlev'r u Fiber -Classic and. Smooth -Star NJr MW 860,39:0 Aquotblon-rmpaanqudt Gazed 12J3112022 No Yes No NIA Compatible Edge Fi6ergess Single Door with Siderde(s) Onswirg/Oubivibs: XQ, OX or OXO Florida Department of Business & Professional Regulation Pao 1 eri 18 p. Therms -TN Fiber -Classic and 9mgoth•SFar wnDgwatlons) Nominal B&OU;0 aquottlorr lmpacl%quot Glazed 121310022 No Yea No NfA Building Codes and Standards tlszg2l Composite Edge F)Derylaa Doable Door vdtlh or v**w Sndelites 0 mewirgfOutsvrin9; XX or OXXO Product Approval Application Detail 17 q. Thamna-Tru Fiber -Cassia, and Smourth-Sbr oonligueations) Nominal 88#30:84quctNon-ImpadBgarat Opaque 12131J2022 No Yea No WA (:amposlte Edge Ffeergras'Single Door vldt Transom (InsvailglOutewlfig; OIX configuration) 1s r. Themes-Tru Fiber-Cleaeie and Smooth-Sar Nominal SUW;8&quokNon-ImpactSquog Opaque 12J3V2022 NO Yee No NIA ram gny(y a 20 a" Dow, phildirld Canpowle Edge FlberglwSingb Door wft � version jillogaggla 2m= FOaml.4ltat XWAIOWA Yglgip pggIDl{ittl FBC Amtprd Agggydg aim Sidelite(s) and Transom (IrssvingpOulsxing; 000, O/OX or OIOXO:oWguntkrW Revis)an 2020 Janes )fWl. BuildingProducts. Inc, Chad Deals V. Andrew Tea John BautraM, P.E. oL0512021 H2Op Ot10a2021 12"ding FBC App, 19 a Thermo-T. Fiber Classic and Smooth -Star Nominal 8rar9g;88quotNon-Impladliquvl; Opaque 1213712022 No Yes No WA posgony: Parts! Walla (0G9) 546-SM PE81662 (352)367-2528 ch.d.dMrekaalunadrad Composite Edge Fiberglas Single Dow with Nbcraan.: Bring Side le(s) OdswinglOul Ying XO, OX w OXO CompliFlaMY anteRegisteredhock Evaluation a aDeli Find Continuous and Sill ooMlgulatd(x) alu err e U "tons 20 It Therms-Tne Fiber -Classic and Smooth -Sher Nominal S&M.0 SqucNNon4m"CSAuot Opaque 1213112022 No Yea No WA Pr✓essbnd Ergs - Composite Edge Fiberglass Single Dow wdh Sidelite(a) OnswinglOulswmng: XO. OX or OXO Continuous Head aid Sa wrfiputadors) Quality as Ao � AmrIn 21 u. Tharma-Tru Fleer-Casae and Smooth -Star Nominal BaA3a,$ aquothlon-Impsdaquot Glazed 12)3112022 No Yea No WA gig! D IA B ..I� NWMZ out"wm ussgt IattiplL auWde NVNt RtMIA Composite Etlge Fiberglass Single Dow Wth Slddgs(s) QnsaangiOutwlrg; XO, OX a OXO 1 Cernplteredd.Vaporatluaa Camplank Lap adng iberamamt lap airing 1201awrl= -fin- Y. Yea NM WA WA Continuous F1ssd and Sill oorifigurstlda) 2 HrdePiene VD tiding itrorvaamenr lap akln9 12/3t2023 tan Yea NIA NIA 22 Y Thermo Tru Fiber -Classic and Smooth -Star Nominal 88139:0 AmiotNorNmpactaquot Glazed 12/31/2022 No Yes No WA Composite Edge Fibergias6 Single Dow with S cialse(g) OnswingfOurswlrq, XO, OX or OXO Continuous Had ale SDI wmlgu irtlaw) 23 w. Tnerms-Tru Fiber-Claselo and SmxM-Star Nominal SSMfi Squot;Non-Inpadaquok Opaque 12/91/M No Yes No WA Composite EcIge Fiberglass Door Panebwith Vented adetle(s) OnavlinglOuMwig; XX XKX or XX)O( owfguradwm) 24 KTherma-Tfu Fiber-Clasek and SnnUNStar Nominal SW%,9 agextNon-Irrpardaquat Opaque 12/31F2022 No Yes No WA Composite Edge Ftbarglaea Dow Panale vvith Vented Sdefile(s) 0navin9t0.W.Asg; XX XXXor)000( oonfguraten., 25 Y. Theme Tru Flaw.Classloand SmocithJdar Nominal surges ngwitNdn-lnfped" Gland 12r3112=1 No Yes tub WA Composts Edge Flberghm Door Panes With Vented sdelbn(s) QnsWrig/Oldshai it )0()=w)O= Florida Department of Business & Pn>roealonal Regulation Page 1 orl configuration) Building Codas and Staldalds lawm i 28 zThema-Tor Fier-Clanicand Smooth -Sao Nominal BaMig;O agwtNon4mpad8quot Glazed 12J3l/2022 No Yes No WA Composite Edge Fiberglass Door Par" vdm Vendee Sdelee(Q Onsvingtoumw(rg; XX XXXor XXXX ProdMCtApproval Application DOWN configurations). 27 za. Thwma-Tru Fiber -Classic and Smood Sbr Nominal88dve:B5quotNon-fmpactaquot Glazed 12J31/2022 No Yes No WA Composite Edge Fiberalms Single Door with 303SO SidelWsj OnswinglOulswirg; XD. OX a OXO oonngutatons) 28 zb. Therme-Tru Fiber -Clank and SnmmSMr Nomhvl8lwM;a aquotNon-Impaciaquot Glazed 12J3112022 No Yes No WA Composite Edge Fro"Ins Double Dow wile 3ad0390SideiNas Ons vinatOubwing; O)W oor)figuratien) 29 ac. ThemarTru Fiber -Casale and Smooth -Star Nominal SSAW.0 AgrictNon4mpadAqunob Gland 1213112= No Yes No WA Compwits Edge Fiberglass Single Dow with 3&M.0 Sidelies(s) Qrrinhsw)AinglOubwing; XO, OX or OXO 30 zd.Therms-Tru FNwrCtawic and SmooMStar Nrmirkill 8A1;08quatNon-ImpaddgLiM Glazed 12191r2022 No Yea No NIA Composite Edge Fiberglass Double Door w1tll 38dt4R;0 SMBMa (Inswin0l0ubwing;0XXO conligureton) 31 ze-Thermo-Tru Flba,08salegnd Smooth -Star Nominal 7&039A aquo1;Non4mpsd&quoK Shaaer 12JS11= No Yes No NIA Series Composite Edge Glued Fiberglas Single Door Yft or without 111,030:2 Sdtib(s) pr aaiefoura nMkg; X OXXO a OXO confpunclions) Florida Departrnerk of Business & Professional Regulation pap dl Buildng Codes and Stands rLs IRrmsf Product Approval Application Detail slit Israel or no no DoPmdm gas lima Vernon Maetts.lm ScudmotoLLLWIM xdaodm Xibod NNIMM FSCA-Urval AgmLaB 71afMt Revision 2020 Lorrain. KWns Jdtey James, L Budmer, P.E. Medan M. Urich, PE I Inn 20 1123J=0 11r2421" ring RIC Appn cetpery: Roosng (50/)9836163 PE-31242 (717)3174454 BtaC.te�lyr Ronnie Aeeaasvise that re en geNeyaNamoeoarrn Integral Part of the each System Conpowerm M Wend: Evaluation Reps hYn a Florida RtgI&NdAmhtator a L"nwd Florida PrdasiaYl Endnea OLilftAwmancy Approved fed Use Approved.faJse M30d � inns !l .velctlguga Lertrtgfaostiimaaa I. MWMi !>r i MMMA IaaMn 1 Deck-Ai-"OA4 or TR(-8uI11 O.dr-Nr DA-4 Lev Prose, Pelyprepylow Plaste, Rod Vend 121,10e3025 No Y. No W.W-074 haMtY/aNAandud M PV Mud Cad.. Florida Department of Business A Professional Regulation Buiidinv Codes aril Standards Product Approval Application Detail pop 1 di w2021 lim BMW Bel am paw PMU Oa late 1101111 VW- IHmI.LLI[er rdmm Itatteaum YaWifp tlL ) der= mw men a LW.A=Md Apergap BMW Rmaslon 2D20 Alpine Stuart Lewis ICC EVelu Ww Service. LLC Wigan M. Randal. PE 100412020 10222020 1105=20 11I052020 AFpre-ad eabsow. am" Ca rlowerlle (321)7103377 44071891.1917 - aeCd4gory: Thies Plde4 .1-46.0nala.rwm Compliance MOM*d: Evaluation Report from a ftmaowpradwb Product Evaluation Entry - Affid precast ModPL Number or Nams Clderlm a a LAIMIM cwaed Oml rrlonMi AgggesuQ.Nu Agatm.p t1f1YNi oudstrr fair .U. IfVMz kagid IGfMtIY 13�u1. 1 nW BCG0,10. Higher Strength (H s.mp; 5) Metal Connector Rate. 12131=4 Y. Y.s NIA WA 2 nW BCGAIPI. Hn9a Rate Metal Connector Rate 12aiM24 Y. Yee NA NSA 3 Irw BCGPJW T.*. ModalC WW Plane IW312024 Y. Yea NIA WA 4 rrW BCGA%A- Wan. Festal Cwmader plebe i V312024 Yea Yea NIA WA Florida Department of Business & Professional Regulation BuU&V Codas and Stardards Product Approval Appllcation Detail Pap 1 d1 IrBf1 gob Entity seta ALL gets Emdm g� oral Vargas, viesdamm consent EndrasKA ucichast VddelW& Ydd d issiamilad FICAmnvd hkma" maps Revida, 2020 TAMKO Bolding Products LLC Kent Edo Ratan NbMdan John W. KnemNah, PE 1094r= 09282ow 10/122020 12MS=20 Appwed cataawyt Ron" (417)924.6044 PE-50106 {934)7728224 9ercati urr. UWadaymeil. kaii_adan(9[allo.wan Complaints Naha* Evalugto Report tom a Forest Reglsbred Nchtact or a Umwd Rcuttlm Prdessicnal End- - ... }gga PradudYadaLMunsterrbnY plona(,D.Cddko 91aItlID.Aaaulora Aaata)agiaLltat AMEEMi cLlm conlisd tak9im ad, InHya O odd, HIM mind smut Isablai Emela 1 TAMKO Rod Underlsytnems.(HVF¢) Rodundedaymants For use In FSC HVFR DGM023 Yn No NIA WA laMdod=t. 2 TMIXO Rod Underaymante(NDN44%42) Receundedaymeoa to In FBC nc4MC OWWO23 No Yea NA NA jurisdictions. Fbride Department of Busiruese & Professional Regulation Par I d3 Building Codes and Standards lar421 Product Approval Application Detail Copt EaYtlp[ Dan gag m4.BFadm liar MISS Version manufwww contest Enimser#Lglmt l(imdwA, Validated bhEM F13CAeemal Approved Its Review 2a20 Baal Reding Mtlerson PAWS 6APM)UAff-6Vaaston GaryW. W.Ikw W4=20 m1A722020 lifflu X) Apposed C0.9ory: Red" (401)300-60111 Ser4ass I.I.C. (205)eu-nisa a ecr.gegn Floating Ties. RdNMAd9danigbrral.00 CO.Olera.Mettod: evw-lien Report Item a is Product EvdnaNm EhMY .. .fitoknumma_ ,Quality Assurseval AaarlAtedfaUss Awrand far Use lmm Deem tltY.yes alO. is FsanY• Sake. Shtl, County Yre, Epllt ptl Elnseiaa Flat RCAM- WMa, CO , MIA Wl'lYA 'Thatch seep; amud 17 Saxony SM- Ode. Shah damp: Salt Shaft Fiat Profile - Stockion. CA 12/31r"D No Yes WA WA is Smiry, 600-Stele, Shia swop: Sold Shake Flat Profit.• Rieke CA 12131202D No Yes NIA WA is Saxony 700-Shake. ode Jump; Sag Shake Flat Profile -8onetchh, CA 12AI M0 No Yee NA WA 20 as an 7w- Shahs, odla e mp; Bolt Shake Flat "is• Reta, CA t 21312020 No Yea N/A WA 27 Te)a F'epans Jacoslm. Hph Phalle -Katy. TX 1213 =0 No Yes NIA MA 2e MIh Law Prdlr - Katy. TX 12MIAN)ZO No Yea NIA WA Florida Deparhnerd of Business & Professional Regulation Pap1 all Building Codes and Standards Imp21 Product Approval Application DetaN sin anuv Pt ➢1a ads lice -Pending li0 mm vel- Blegilifilim 2EM CX*MLALOM VAddW Sir )ywmm Alligngg FBC Accessed Aguvelal tt(tad RVAM. 2020 Commercial C¢Iade Products, t Raborl 011ie Samuel A Greenberg John Hey lW62020 izmw020 1209=20 ding F5C Appn Cs "DW. arudval Cmlp=ems (413) 850-3707 PE-34245 (MZ Sid-5311 erraCiapary: prodlds Introduced at a Result of prsari9eiaraphoo.wm Nda Tachndagyy lat=MtMw: EVduaten R from a Cwmpl span Fkdda Registered AtchlbvNa. Uarrsed Florid. Profaaiaaa Ei en- a1b.LA0MlM ANMIDa0.ta31g AMLVNLIRLVM YO1rrd !>1am AMA Fraser Yedet Ikarber a NameProduct Dewristlican loNlOII Jim t !t!!agaid pinesre 1 CLelfyProcest orCannedid Concrete ProduCM Prevent and Prestressed Concrete Untels OS/2512024 NO Yee NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail --- Ps9e 1 dl W21121121 Qafa rams Dan am afLLaNdm gag rgdt Chao[ gat ass DaiCadln 2m list lf*w mangw w £atad 1ndln LAucww Mudded IN add" Submitted PWAonmve AoMLei ranee 1lrr111 Version NtmNar[er enm,eraLode Validated er val.erd FacAoorovtl ABproNd loofa ReYINpn 2020 CAST -GREY! USA LLC Craig Panto Mkuni-D der BCCO -OEM Mlemi-Dade BCCO- VAL 1I=W20 1g27r4M 11,272029 Approved Amrmdmn 2020 Nda Aluminum, Inc, Jon at. Luh R. Lairs Sawn M, War, PE 11ASMO it/182020 1201202) APprond Capgwy: Sirwiill Ctnpdn.nts (813)SM-4641 (711161 Central P" "a (407)50912DDS PE-62M4 (717)317.B454 eibCde9o7 Pra4d. Introduced aaa R.suk of opealmse-tmeb.00m 8nbt.1lapary: Balfila aiAeslardnunne4gydno N.w T.dmdogy Compliance Method: Evaluedm Report some atom compliance Mdmod: Cw inhin Mad or Listing Florida RepMeerd Archtatw.Ums.dflails - .. a _ prdewimd Engineer ._... :- -.. .tisat Product nooL Number or Nine )ialNr.EYam�a Approved m[Lies Fred=.DOCamen .cam-an1monass In MVMZ ounm fi imam 261un lt4mistm 4 $!lest QMNV Assurance .. - _ .... Approved for Use Aould-loved J� gtaat i Hgh Strength Conant Udall 4. 6, 8. and 12Inch aide IMels 0521,2= Yn Yes WA WA gggg MMtdYpdaiNmheraWna M HVfill Z $per lali>roi ittapk-tl72fi SWitot PiaiaNl 1 Alpha Nureum Bad temp: Vented Aluminum Soft Alpha Aluminum Solid 4Wp; Vented Aluminum 07I302023 No Y. No WA CMU Amp; wood Bamt, CWIU camp; Wood Florida Department of Business & Professional Regulation Patel pit Building Codes and Standards _+ Product Approval Application Detail S49r lDdvs sae gas twispaWOs Jilt yga Version jj ! EmdnarslYars VIIIiOtA®t YNW" IMDMMd ZVLAEMOK hLmwm sin& RWAIW 2D20 MI W ridape and Dom Brent a ft1w American Architectural Eleven M Urtdh. PE lwal p 10 IWDp lot arrm Approved CMeaay: vinham (717)385.3300 Manufacturers Aswohticn (717)317.8454 "Catepbm Horizontal 811dr 1,0111no r(}mtwdmm Compibnpd &Me& CaVScatlpl hark or LNay 91amtAerlttroca. AwasetaIIfalllt Approved for Use ImDOM 92dm Htas &= Fizzled association Is. 2adWL= Axeld" P,-, 1 HS 188 Flo and Fiarnge R., 73.02 InwNted Qns 02MM024 No Yea No -w-Ai Florida Department of Business & Professional Regulation Paer1 de Building Codes and Standards 16=1 Product Approval Application Detail Cdit A02LSE gat as naim" Dolt 11tga Yelian ! flldert EminarraLleaer Validated a. VWMdd lnlhmgiml FBCAanrevef Aggrt4 Ada Rwldan 2020 MI Window end Doers grant S tingw Luis R Lams, PE Steven M Uieh, PE loa8J2020 1W082020 10AW2020 12MUM20 Prproad catepaY whduwa (717) 385-330a PE-62514 (717)317.8454 aa)Ghgary: Millions bal8n0a1lpimhrdmn Campiarnum Method: Evaluation Report torn a Florida Registered Architect or e Unsuited Florida Prokriond Engineer NMI Nadudisbals Nmb,prN- aldmCAffiIf�L ptggg92ksumo A fa[.t18 BIHSOIi Accerevid farSess gYY�i mBta ma il= AllgO Emma 2 5784 Vertical AJumkum Mull= 12812024 No Yoe vs. WA Florida Depie tnert or Business & Professional Regulation pap2d2 Building Codes ale Standards taami Product approval Application Debul Spat 29ML2E 2m an gat8aflldg 21a Ira! )(then )Lmpall" Llaw gwdd.d err )twh am tlWa" fW Amrmml AmemAli so& RANaorn 2020 Able$ Nick Thornaon Lyndon F. Schmid, P.E Ryan 1 Keg, P.E 02/15=71 02n52021 07=0021 04413/2021 Approved category, Panel Vide (330)922.2389 F."409 r813)7o4sw subcptega.: 80% Wnanpwngalatd..een ConpOaroa Mdhed! 9,". Report loom a Flodd. Registered "Ned or. Uemmd Flodds Prdeaakzul Ensmw .QLmdb Assistance Aavevad forU, Awroved fair Use beffil gy)Ag a.a a product dory Nnnr or Nora product Description Carerpo omI dlon Oda In HVH2 While HVFR Rdddgrd pros urs 1 a 8Wd2T&gnt SoR Venter Sold Vane tide 12l312023 No Yet NO WA 2 1. eeud;Mlhn.. T4Aqud,411o0111 Vani er SdIOVW Sa M IV3120Y3 No Yea No WA 3 a 4 utt.Greenbrer Mrdaas Beaded&=-. Soft Vart or Sold Vlayl Ede 12J312023 No Yee No MIA 4 d whid:0584sigt SO M Vent. sold Wnyl ads 12072o23 No Yes Ma WA 5 a aqud:Cherter oasliqutt, Saint Vent er Sold V1nyI Quilt I2n12023 No Yea N. WA 8 f 8qud:Supsr.lfp..tquck aelff Vent or Bdd Vii Bofa 1W312023 M. Yee No WA Florida Department of Business & Professional Regulation Page 1 all Building Codes and Standards 14112021 Product Approval Application Detail LOLL mn*v or. sit 20 am pmdm aft mm ytdan N,,ufggW- Sadid Bndn..ra LbM Yd* W.me xddam Niggialligg FROAeamr.wl AYg ,-d awn Review 21120 L.V. Thartpere. Inc dma Tharpron ArcNtettura Tony Christman tad *N R. ph" Stamen M Urldn. PE 08N7r= Oartaf= n222020 12n 52020 Approved Mean Corrawy(TAMCO) 181])244134611 PE-74021 (71?)3174104 Catepay: ROoahg. laryagnr In.0mg.cam VACOWilin Palling Acwsagdes that wean Integral Pad wine placing System Compdenee Native& Evaluation Report tan a FlWde Ragldered AMdt.d ore Ucensw Florida. Prdeairal Endri .Quality Assuireast AowOyedforust Ame9ed IN use M= 2kdm ini Product ModL Number w Manw eta fdmkmLLWAMMILRU miens 01Wtt.NIQN; Raw" Emma 1 TAMCO Flat Tap Of Ridge Vain wall Safi*for Pe 26 OL data r0dWralikw Wile base 0910 18 Ya Yes NIA WA 2 TAMCO O*ose ockWd 29 ps. 04WAI02a No Yea NA W1-526 3 TAMCO Off Ridge Rod Van vith Base 26 P. atetlo it dvadlda vita Integrated belts 09im 2e Yea Yes NA WA 4 TAN CO Round Top OSRIdg , Vent nrlen Baffle her lib 26 ga. state rodrobata verth bane 099042128 Yes Yes NA WA Florida Department of Business & Professional Regulation Pagel to Building Codes and Standards lmrA22 Product Approval Application Detail Gotta Entity or Oft 2ft oft Pending 20 j= Vernon Manufacturer Candact Steamier ILLicimse Validated By Validated Egtmilbe9 FYCAmroval Approved AjgA(g Recision 2020 Global Protection Products, LLC. Tim Robinson Water A. Tilt Jr., P.E. John W. KnaAvich, PE 0008/2020 OQGW2020 10101r2020 12/152020 Approved Category. Shutters (054) e11917545 PE-44167 (964) 7728224 SubCehgory Sam Panels 0m.robmsentilgppentoom COMPUNoe MOeroa; EvaWstion Report from a Florida Registered Amhbax or a Licensed Florida Professional Engineer peen MrUa Aoerohyed A YlVHZ farUw Imiil'd I� Spa Product Modal. Number or Name Product Deswiollon centrset Famiratlon 0ate mHVHZ Gufgltla HVH2 Ry19taM Premium 1 20 Gage Galvanized Steel Storm PaneMMVHZ Corrugated Galvanized Steel Storm Panels retained 12/3112022 Yes Ya Ya NIA or not by Is to provide humcane probation. 2 24 Gage Galvanized Steel Storm Par1eMINH" Corrugated Galvanised Steal Storm Panels retained 1213112= No Yea Yee WA or not by barks to provide hurricane prtlsedlon. Florida Deparbnert of Business & Professional Regulation Pag.1 d2 Building Codes and Standards lasmi Product Approval Application Detail Sett Ends, cur ads ads DataPmlim gig I= Yldm Ml m flwt _ 29faG BtatuLtLtaoaa ValddW tar Ydw" &410W E13C.Ammyal A1fatald am& Revision ptl West Inc Erin Wadenl ICC EYduWon 6'AW LLC ICC EVIAUSU hServe=, Dan 1/2021 UPIGZ021 Can 22021 Approved galegry: atdtrel CwnpmaKs d952) Ogf MS LLC. sUbCdagair. sus Ram dvisid-4grdl.- (205)US-9900 Compliance Mehod: Evaluation Report Norm a Prwud Evaluaaen Emty QualgAssarance Approval for Use Agproved for bnw Daiwa AMA ROdd YadeL Number of Mn product Dwriatim SgsSl.LaOil ! In ➢BaOe.tilmi PJveaUI. 1 M18AH3 1s P. high owo nee armada pate 12/31=2 Yea Yes NIA WA 2 MIBBNQ li ga spar old ehogth(mn ccnsdor pate 12/312022 Yes Yes NIA WA S MI 1S 169a rasa annadw plate 12italrM2 Yea Yes MIA WA 4 Wtl&4s 18lie, highs6se06n ns-.ate pill. 12/314022 Yes Ya NIA WA 5 MT20H3 20 ga Men ahaage tale ew uda plate 12/31r"I Yea Yes MIA WA a TL18. MT18 lag. hula Carineder ptetes 12/312022 Y. vs. NA NIA 7 TL20, MT20 20 9L thin comment pram I V312022 Yes Yas NA WA Florida Department of Business & Professional Regulation Pass i dz Building Codes and Standards ifJp11 Product Approval Application Detall &lilt lCni6r a gin Bat DattPiadm ➢ate r elm Em nuLLurM Yialdat ®t YaYYid l bnm LW.&Rmg l Agarno)ad Aga ReVsian 2070 MIW.devs.nd Doors gram swinsar Amatl=.ArGrteduwl eleven Y U+ch. PE 1112211= 1122J2020 112a12020 Oppina d CU00W."do" (717)395-3300 Manufactures AatacWon (711)317-8454 aWCOODW.•.Faced Gedmaaggmhrdtan C.mption. Moh.& Callihan- Mee. or Lee" ... AOOteraalgLa/ ADQewr r lea. tIgB81 gnmlm ease KWucteosLNumber orName pror,ducLi DO, inw4 i Out" HIM Medalist Pressure. 1 1i5 AM 73 x 72 lnelated Claw 04MM3 No Yea No e80/46 Florida Department of Bus)rims & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagan pit 141=1 G" armor 211 am noifta g so mm elm 1amdicmm !ram Wedded IN Validated Submilled f8C Ammml ADWVWoi Ahm Alltmatpn 2020 PGT lnduehles Jars Fic-sid Marr4Wdo BCCO• CER WsrrL)adeaCCO-VAL 1U05=20 111052020 11/11=20 Approved cdegdy: vNnoaas (941)4woloa (780) 315-25" adacifto .: Musics Irosoniddipgdtidustieac AdimAnhyam Cwmh-MdbW: CmWees. Made Users Om .. gig# Model. RndlMtoyNprorwMame 9 � feDtard Eteltilg�a AaY�.gffiDY Arerrnsdfprla. 10ri4tlZ Out" k.Yd tdCli titdwa t go" $tm)rt 1 Muatmfa Ail Doonand Winders Aluminum Muaate p51262D28 Yea Yee Yes WA Florida Department of Business & Professional Regulation par I d 2 BUlding Codes and Standards 10=1 Product Approval Application Detall 91m E,90 or lira Gall Jial P�doQ g� mm Version g)a uflact gg casts !!Hoer A Limae valMded err Validated Fee Approval Ag➢@Yd am& R"Oon 2020 GAP Michael Bad Robot Memnon Jchn W. Knerwlch. PE 082d2020 0901MM 10O2020 I2M612020 Approved callia .seem; (800)706.3411 PE-MI66 (954)7724n4 BubCategoay; Anhet Wages mstiehQgNmm Cwrpta al, Mehod: EvOudlm Report Lana Fields ReeldebdAronitect or a Licensed Flwnde Professional Engineer lumbiLeLembia Oualav Assinew AMXWM for Use Awrotal fa Use $182 Predict Itewradon Sea iE.drilmJial9 1.HVHi Oudeld, HVNi Real'id.d Pam. 1 GAF Aephdt Rodi Shmgna FEegannifillaeed 340. laminated, 54ah.w 12N8f2022 Mo Yes WA WA hip4dge eaphea dhngbs Florida Department of Business & Professional Regulation pagel dl Building Codes and Standards 1e 2a2, Product Approval Application Detail - Sll! SM or an an Dace Pondoa gat 1Apt Vowel, mmyrodurr Carried Ansalltw aLlosew VAIMdad err Vdl* W Namand FBC Aarravd oval awned Revision 2020 Floda Metal Prodiah Inc. clam Jorwe James L. Bunter. P.EQ awes M. UMh. PE 09R72020 Og25111120 100MO20 12n6rio2o Approved Callow.. Radng (904) T834400 CBUCK Engineering n 717) 317.e454 aubCdepory: RwlnO A.-twt are ern d ale@++ amno.com PE31242 Integrsi Pad orth. Redngayalam Cerpliana Masted: Evekratrah Retort from a Flood. ReglNarsdArdi ted we Licensed Florida Pmtewic.l Englnear At"3- aualftAsmrmo Appeased forLaa ADWA jam Design It IO. Rom" FLAMCO agOOf:RV 16 Ridge Ved&gOd: Aluminum Ridge Varts for panned rove ablated 1213r NoJi4aY� Inc. 0425' Numknum Florida Department of Business & Professional Regulation Page 1 d 1 Building Codes and Standards I252022 Product Approval Application Detail 220 Earlier or Jilae 21k DM Pendm Jitgt g Version Manu,gggg Lfldact EncilggLdLicj,ggg validated and V 100 Submitted FBCAnoroval Approved (Budge Revision 2020 All American Shutlars and Gbea Mks Sarbied Frank L. Bernardo, RE Troy Bishop, P.E. T(yM020 1W7512020 11I05/2Q20 12F152020 Approved category.awthxs (561)7124882 PE-0041E40 (964)947-0880 SubCatsp9ry: Storm Panels mrkeb®alamericanshude Ccmieldnd Method: Evaluation Reportkoma raoom Florida Registered Architect or a Licensed Florida Professional Engineer Cushy Assn eta Asnroved far Ile. AppronvadforUse Design S, Ma Prddubt MadN, Number or Name Product Description Contract F.nlrapon Dab In Outage HVHw2 Rsia�bnt Proau t. 249a GaNanFzed Steel Sham Panels 249a Galvanized Steel Storm Panels 1213l U022 Yes Yea Yes WA Florida Department of Business & Professional Regulation pats 1 di Building Codes and Standards 0114=21 Product Approval Application Detail Qa llow or Dot Doi DiftPmerm sit Inge Yea= irmsegnBal, film= AaWAKAIW ¢ kwidoLk XKW W amomtia p9LAMOMM Apomlaa !tor¢ Revision 2)20 weyenh»user Rob BNQwin Ilk Eythigon Service, LLC to Lelver, P.E. 020=21 10113/2020 02RYYn21 Approved Carpary: WWwa Components 1253) 924-047B t6om 838.3288 au iCWgarr: Engswed Luther Rabe1.13.IdMnglIaeyem. Cempfiarde Mimed: Ewaud)4n Report from a susa.arn Product even den Eney it" Product Model. Number is Name g* /Mu Redistant pressure 1 Mcrdam LVL Laminated Veneer lumber asni2023 M. Yee NA WA 2 Perelfam PSL panelist Schmid Lumbar 03J3 MII No Yea MIA WA 3 -nnb.19a rd LSL Lansistad SUew Lumber 03l312023 No Yea N/A WA 4 TJ IN. SoeN Structural Composite LurrDwr a:Oriented attend 03131=3 No Yea MIA WA sound Rm Board 5 VANechesuaa Rkn Board Oriented Slrmd Board Rkn Bose asml 023 M. Yes NIA WA N N W N j L Q CU � i -t--a 0 U n C .W O O O CU E O LL O w ��^� W ICU OCU Q Q r Clio am X M L "a 1: C 04 (: 0�t4`Y O 3 Cr L) N �) N t0- - f i U U_ (U L- > LL O W 'allessiall W Z C_ Cn CU CIO > L O CL Q L U O ^L LL V/ CIO W O L ICU W Q W Z J Z Q J a SHEET NO. PA 1.1 ,...L JL4LL, .: .. a .. .L.e i Cn -Cu 2 2-_0 i C N 0- Simpson O O C CU -0 � .0)V � C 0 C � 'a O O O 0 CD C CL O lL C _ _ .� O L IL 0 Q F-- .� U) Q r=-. O 0 �. U M �: _ N mX c Q ` s N ` ` 0 :Q c NY C Q 3 • N C r� : C U O W Z �U) V CU O L O L U O L� V/ U m ^� 1..� O L W �^^11 Z W Z J Z Q J SHEET NO. PA 1.2 Strong -Tie 2024 FBC Approved Products Updated! tz�ono2p • Simpson Strong -Tie 2020 FBC Approved Products up�ed,zrsozozo Simpson Strong -Tie ZOZO FBC Approved Products UprfNetl,2r3ormzo • Simpson Strong -Tie 2020 FBC Approved pp Products updeaed,zuivazozo Fat meet Inks to dll SST apptovtl5lslea below, CLICK HERE For rYtet Inks to all BST approvals Is1eC Dekav, For tricot Inks to all BST approvals Tried below, CLICK HERE For direct Inks to NI SST approvals Tried below, For atldtkxuN Infannanm regarding Flrafda's 8tetarvlde Product Approval System and Mem-0Dade County Notice a Acceptance (NOA). Fa additional mrpmaaa, regarding Fldfda's Statewide Product Approval System and Maml-0adB County Hatloe or Acceptance (NOA). LUCK HERB. For atldekxral information regarding Florida's S[Newlde Product Approval System and Memt-Dade County Notice or Acceptance (NOP), sUCK wwas For additional Information regarding Flande's �adewlda Product Approval System and Marrtl-0atla County Notice of Acceptance (NOA). LUCK HERE. FL#10448-RB FL#10486-R3 11 HUB, HUSC series hangers Face -mount hangare available In widths ranging from 1-518'ro 3 9/18" and heights ranging from 4.5ti8" rfl 11 ". Concealed flange ;�,A Product Model. Number or Name Product Dasctlatlon �� Product Model. Number or Name Product Description � product Modal. Number or Name Product Descdutlon version (HUSG) available for models having width equal to or 1 Titan Sbinless Sisal Concrete &Masonry Screw (TTN-SS) 114" diameter Titan sdrirAess steel masonry screw 1 A21, A23, A33; A34, A36, A44 Angles 1 Bi-, 6TB. BTH BrickTbs greater than 3.9118'. 2 APA21, APA4, APAB, APVA21, APVA4, APVAB OutdoorAccerRa Angles 2 CMST72, CMST14, CMSI'C18 Coiled Straps 12 IUSeariea hangers Face -mount hangars available in vddtlra ranging from 1-7J8'tc 3 3 APB44, APB44R, APVB86, APB88R, AP898, AP888R, APB7010, APB1010R, APV844, Outdoor A««:a»rrts Post Bases 3 CS14, GS18, CSiB, CS20, CS22 Coiled Straps 518" and heights ranging from 9.114" to 18". FL#8589-RB APV844R, APV668; APVBBBR, APYB88, APVBBBR, APV61010, APlB1D10R 4 CSHP18, C5HP20 Coiled Straps 13 LGU3.25-SOS, LGU3.89-SDS, LGU5.25SDS Face -mount hangers MIA a3aecnvMT rnanvCIMMUCL s€CUM rims sw26-se■k Ram= ]WARTIONTOFXEG rLLMYA"]Ecatrrat xSSo yes. Mi a k FW":33175- 4 plu► D c�DEa aF ArialtMUM i(7ir6)-315-2W i (U*33s-2s1" NOTICE, OF ACC£PTA:'NCE (.NOA) .rs,r sis®aade sr acsao.as PGTLUh1sfties,Ire. 1070 Tech DdM North V cede*, FL 3427 -9 Scan: "fhisNOA is-beiagwoed under &e appbeable sees andregaiaftos jpvam=S Le use of run 3� docammtatinoaasnbm dhasbemre,;viewedmdaricq#MbyMomi-Da&CmmtyRER Prod"etCont"Sectioaio be used iuA+l=Made_ and odrareaswhemdlotwedbyWe:AU&ar;iyHMingJinni(AID)- '#his NOAshallnotbevald.eflerdreSarada>Pesss*dbelosw_T)Se DedeCo=AyPlrvdwtCaatrdSecaaa (In Kam Dade Caw y) "or&e AM (= areas oiler 14€um Da &C uty),teserve the right to have this product ortude ad 1ededfcrqvaWs purptses.IfsthisproductormatengatWsiopedommtheaccepted mamaet;them=3&amwMin=&eeamamofsi hkdimgen dtheAMimxy armed lywvoke;modify, or mg)end &e . use of *ch product or material within their jtuisdietioar. RER reserves the right to revoke this acceptanca, if it-h detested by1G 3e ComityN+oduct C+ootanl Sectwn &at fd6s p wdwt or l fails to meet sine its of the b baddiugcade,: This pmdu d s apptasved" d htse andhm bem dms pod to oampty. w&L sate Florida Bml"gCode, jnelc:amg the High Velocity FAUTicane7koe. DLSCWnON: Sa ios"_"70/27 Viayi Swag Goss poor QWnZwte4)1w/*o & 13.c° rmws- .-2 AMOVALDOCUMNT: DrawingNa DA%)-55W O RevB -Uded - I myt S I lassDoorNOAaW, shmb 1 dtiough 21 of 21, prqwedbyuLumfitckmv, dated 10/05115 and last revised an WAII21, sigh and seated by A. LymMiler, P.E., bearing dteMiasnr-DedeCoustg Cant olRevisionsEanvwiththeNotice of AceepaweeasueraW expirationdAebythe A DadeC way ProductCantrolSe on. I SH .iWACT TI G-. IArp nitd Smlil&5iie hup et let Limitations: 1. See table 1(shee 7) and table 2 (sheet) forappiicableSGI) unit sic ; dew pressmm, t arct�mts ty'1». glass types, siiirism (see tables 8-1 & B-2, sheets 7- 8) and:awhorlalr�:sheets mqmmmeaft m 11 ffiru:6- 2_ Rip)d Alhite.FVC-Tau (inn -date) Riod Ma"Brown coated (Painiedorlamaaatedj while Rigid PVC to be labeler# per teften=4140Xs.segt ---- 3. Evess operable4oats rest caoamtpty wide min cim wid1h or heillitperFBC aeq nana t, as app lo-w 4. Po&etwalls umber separate agpmwd to be revieviedbyBuildingoff:eial LABMX G., Each unit shall bear a pennanent label with the dt s the or Toga, city, state and series and folbwietgs 'MEami-lieC yPmdwtCcmchdApVoveC,:m*dlacin. LIES-EWAL of d=NGA"becmsdax4atWrsvmevWaMh=tmbssbmSeduddwehubemno rage its $se �bttilr3"mgtodenegativ+ely ait�s�og �e peetfanatagce of ties porodred. TERMLNATIo3�T oft>sis NQAarill coerce triter the expiraiiotr Bite ar ifesr lsasbeen a revisaaa or t>ie a�berials, use, atid/ormofthe p:orp'niaeae. A+�Se�ofthis I+R?Aas.saer�ataenreatof my prs>�#, for sales, aav agor.amyo e+r shdta ally a elm NOA. Failum a complywithwy sectionofth sNOAsludbecawfore nattdrrmn9ofWO& AD,v,mRTnudENI': T1ieNoAyaumberp mu dw by ae wor&3 ude Cry, FkddiaS teed foDowed bg the eVi atmdatlemytfeduoagedm uUw* rag lam. Ifaaypo*osLoftheN0"+diVkye4, then it shall be dame as its ea drety. IN E+CTIO?1i:AcenofthisetrtireNOAshaflbepatrwciadto*L-vswby*enumAwb erorita Sand shall.be avail We fDr ras a at ehe job stle at Ste tee of die*I Adiag OScial. This NOA Mites & renews N_ 0 A 04)429.05 and cansists of"page 1 and eviiimcepayes E-1, F,2, E-3, E4, E-5 dt E-6 as well as approval documeol mewed above". Thesubmi was tevimi d by Isbaq I Cbtoda, PE. f EOrirati*= Dater April 14, 2826 Approvs]list*.Marek26,MI Pap 1, PGT Indua#ries. Inc. NOTICE OF ACCEPTANCE. E`'IDE NCE SIIBMtI'TBD 2. Evidence Subedited sander presws submittal A. DRAWINGS 1. Dtawmg No. Mi?-1".0 Rey B, titled "Vinyl Sliding Crams Door NOA aW, streets 1 throu& 21 of 211 pwpired by irsmufacturm, dated IM5/15 and last revisedan 04122/20, steed and mated byA-LynnMrs P.E.. $. TESTS 1. Test stpcatt on: 1) Air Test per FBC, TAS 20294 2) Uirifem StaticAirPmam Test, Loadingper FBC, TAS 202-94 3) Water Rye Test. per FBC, TAS 20294 4) Large Missile Impact Test perFBC, TAS 201-94 5) Cyclic Wind P.tessm Loadmgper FBC, TAS 20394 along with madmd tip drwipgs and ingaftim diagram ofall PGT Imo, Inc - representative units listed below andnested to qualify Dowd 791 wit Dews& 993 silicones, ptepared by Fenestration Testing Labora wry, Ire:, Test resits No FTL-7897, PGT PW5520 PVC Freed Window (zit 6 in per, dated 09/03114 FTI-20-2107.1, PGT SGD780 Awn Sliding Class Door (unit 7 in propomo FTL 20- 2107.1, PGT CA740 Alom G'ubmuriog Cuenca Window (unit S in propos4 F11,20- 2107.3, PGTPW7620A Alumiumn Fixed Window emit 9 in pap sal) and FTL-20-2107.4, PGT PW7620A Aluminum Fenced Window (unit 10 in pnrpos;4 dated 07/131M, all signed and sealed by Idalmis thtega, PE_ C . CALCULATIONS 1. Anchor Vefir=6m calculations said. structural his, complying with FBC 70 Edition (202t1), dated 04122120. prpared by manufachm. signed. and snared. ' bg Anft"Lynnifrller, P.E. 2. Gbzing compbes with ASTME1300=04, -W -12 and A6. D. QUALITY ASSURANCE MiamNDade Department ofRegulatory.and Economic Rom. XM). E. MATERIAL CERTIFICATIONS 1- Noce off Acceptance No. 1. 0305.02 ism to li ararae America, Inc for their TroWela dear, Clear, and Color F%B Glass IuterayeW. egg. on 07/EW4. 2. Notice of Acceptance No.17-M&02 issued to Kuraray America, Inc. fortbeir "SatrrGhst (Clear and White) Goss Interbyfi ", egg cm 07R}4123- 3- Notice of Acca'ptance No. 18-1105.Ib issued to Vision Extrusions Limed far their "Brown Coasted (Painted or La ted) . White Rigid PVC Exterior Extrusions for Windows and Doors", an 0913tiaC 4. Notice of Aimee No. 19-1 106.11 issued to Visican Extrtisions Limited forlhEir series OVE 1000 Tan 202. and ligtiter shades (metro-- e) Rigid CefldUr PVC Exterior Estr>ais forWhidem and Dooms". egg on 12129/21. 1 � Z Iahsq L CIanda, P.E. Proaw Control L•eit Supervisor NOA No. 21-0?e5.93 )radon Date: April 14, 2426 Approval Darter: Uareh 25, 2821 E4 PGT Lmhub ies, Inc. NOnCE OF ACCEPTANCE: EMENCE SLTB IITTED 1. Evidence sabmiK*d undsr press NOA A. DRAWINGS 1- Manrfactzu+er!sdie drawings and sections. �+j (3±ubmifad / derNOA X& 11-0107`. 04)y��.�.,/�� J'� 2. Drawing No.1dD-5570.0, fi1kd f n Shding Glass Door NOA 4W, sheep 1 th=91L.21 of 21,-prgmed by manufacturer, elated 10/05115 with revision A dated 0410f117, signed and seabed by A. Lynn Milier, P.E. B. TESTS 1_ Test report an 1) Uxnfoun Static Air Pmssure Test, Pw, rw_ TAS 202-94 2) Iaige hlissilc Impad Test per'FBC;, TAS 20144 3) Cyclic Wind Pre== Loubngper F1IC, TAS 20394 along with m .-up dFasvmp and 1111922ation diagrm of vnW1 didmg glass down; pmpared by Fenestration Test# g Lab, Iw, Test Repot No. FTL 8717. dated 12t07115, signed and seed by Ids Oil egs R E. (Test sit revise& an 02i15/16 and 02/244 6) 2,_ Test report on 1) Air InMUmfim Test,per FBC, TAS 20294 2) Uniform Static Arc Pit: Test_ per FBC, TAS 202-04 3) rater Rye Tag, per FBC, TAS 202-94_ 4) Large Mee .Impact Test per FBC, TAS 20194 5) Cyclic Wand Fi ssuse I g pei- FBC, TAS 203-94 6) Forced Entry Test, � Till.-_, TkS' 202 94 alottg withmatlmd-W drawings and installation. diagram ofvMI slli gdo". pepaied by Fenestration. Testing Lab, lac., Test t No. FTL 8546, dated 11FM5, sad ad seated by Idalmis ottega, P_ E.. (rea report evised on o I mn6 tend o7ji I now) 3. Test t+epw on 1) AirItiffiftafion.Test, per FBC:, TAS 202-94 2) UnWo m Static Air Pressure Test, per FBC. TAS 202-94 3) Water Resistattce Test, per FBC. TAS 202-94 4) Lie Missile Impact Test per FBC:, TAS 2011-04 5) Cyck Wind Pressure Loading FBC, TAS 203-94 O Fa€ced EnUY' Test, VmFBC, TAS-202-94 along vnM=q%ked" drawings andm"lation.4tagrani. oftinyl sliding Ow doortpqmed byFenestrationTesting Lab; Ice., Test Report No. F I, WV, dated 12AW15, signed and :mod by Idaltnis Ortega, P. E. (Test report wtised an 02115116) 4. Test report on. 1) Aires Test, per FBC, TAS 202-94 2) Unifo m Static Air Pressure Test, per FBC, TAS 202-94 3) Water Rem Teat, per FBC, TAS 202-94 4) Loge A&We Impd Test pwFBC, TAS 20194 5) Cyclic -A inud Pnsme Loadingper FBC, TAS 203-94 6) Fad Entry Test, per FBC, TAS 202-94 aloes wrth -up drawings and installation diggram. ofmn34 diding glata dom"ared by Fenestration Testes Lab, Ind, Test Report No. FTL 85482 dated 12.005, signed and scaled by Idalmis Ortega, P. E. (rest report ievoid an 01104 6 and 02111114 1;1`7 t Z44n:L' bhaq L C7mada, P.E. Product Control Uvit 5a wTimr NOA Pq... 21-02s13.a,# Expiration Dat*-. April 14, 3826 .3pprosal Darr. Marc# 25, 2021 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE-- EVIDENCE SUBMITTED E. MATERIAL CERIMC ATTIUNS (continue) 5. Quaff Part Sm - SnS acer SbLdAd compl*g with ASTU C51S Unnial Couductivity 0 I. ETU-W hr:-W- cF, ASIM F 1249 WVIR Pass, ASTM D3995 Ovjgm4�aa, ASIM E 2190 I.G. DwAgity-No Fug -Pass (Subariti4ed ux&r pm**s X0A 1t'& I S.W40.OS} 6. Quanex Part Duraseal coqp�ynig with AS1M C518 Tbenmal Conductivity 2-22 BT[T-mt hr_ fF--F; ASSTM F 1249 W VIR Pars, ASIM D 1434 Argon, Pen Pass ASIM E 2189 LC:. No For, ASIM E 546 Dew Point Deft 20OF in 49 his. (Sab~ aander N4 4 Na.154409.a05). 7_ Vision ems, Ltd. Parts complymg w th PVC--AAMA 303-13, Vohmtary Spec iffcadion for Rigid Poly'v l C>'hto (PVC) Exterim Pto iik s for Vision Ems, Ltd[.-VEX-1 by AAMA In testiation- Exledw Proe Ce WM catioaa Piugsam. (Subirr1W a nde7MOA No. 1 S 0409 n 8_ Vision Ektrttsions, Ltd. PantscomplyitigwithPVC-AAMA 303-13. iGSubnii wider NOA Na 15440.05) 9_ PVC-A.AMA 30343, Voluntay Specification 'for Rigid Pobmi� Ghlr a (PVC) Fir Profiles for Vision Fixtrusions, Ltd_ VEX-1 by AAMA Fenestration Exterior ftuffle- Certification Pmgram 10. Notice of Acceptance No-18-1217.14 issued to Energi Fenestration Solution, USA, Inc_ for their "Fan 3040 & h&t shade (#non. mite) White Rigid PVC Exterior Exaysions for Windows and Doors', on 02104121. 1L Notice of Awe No. I8-0122.02 issued to Eli Fin Sobitioni, USA, Inc, for their scnes "While Reid PVC Exterior Extrusions for 'Windows and Doors", cqmmg on 02/2W3. 12. Notice of Aorta noe No-12"203.03 issued to Enugi Fenestration Solution, USA, Inc. for their "Bronze &light shade cap coated White Rigid PVC EAU-tior Extrusions for Windrrws and Doors", expiring on 04/16 25. F. STATEN4'TS 1. Statement letter of con cot to FBC 7* Eden (2020), dated 041Z2l20, issued bye signed and sad by AfnthmasyLyun Mom, P.E. 2. Statement letter of no financial interest and -of independent. issued by man ufactura. dated 04/100, signed and sealed by AamthonyLyme Millm, P.E. 3. Private Labeng Agrimmeml dart . between PGT, dated 03 115 and signed by all involved pastias. G. OTHERS 1_ This NOA rem NOA# 17-442&06(PVTw)CGI) teed updates toFBC2029 (7uEd1don), expo 0412111L 2- RER Test propoub #I9-1155 dated 01110/M approved by IshagI. Chanda, PE, a rag 04/14121. UhAq L [kanda, PJL Produrt,Cft*g3 time supersiasr _Nt1A N,r. 21-9285.93 Expiration Date- Ajrn 14,2826 Appro"IDates UarA ls, 2021 E -3 NOTICE OF ACCEPTANCE: EVIDENCE SIIB3IDTTED B. TESTS (continued) 5. Test report an 1) Air Minor Test, per FW, TAS 202-94 2) Unifoilrr Static Air PRsme Test, per FBC, TAS 20294 3) WaterResistance Test, per FBC. TAS 202- 4. 4) Large Missile Impact Test puFBC, TAS 201-94 5) Cyclic Wind Press>u Loadingper FBC, TAS 203-94 b) Fed Entry Test, per FBC, TAS 202-94 along with ma rlmd-W and installation. diagram oivmyl sliding PPS door, Pmpared byF a- i� Testing Lab, Inc , Test 'Report No: FTL 8549; dated 11�C}s1�15, sill and seated by Idalmis Ortega, P. E. (Test report revised on 12AM 5 and 02111116) 6. Test irpoxt on 1) AwInfiftration.Test, per FBC, TAS 202-94 2) Unifomn Static Air Pressuie Test, per FBC, TAS 202-94 3) WaterResstance Test, per FBC, TAS 202-94- 4) Large Kwalee Impact Test perFBC:, TAS 201-94 5) Cyclic Wind M uae Loa hngPet FBC, TAS 20394 along withmadmd-V dimes and installation diagrantaftinyl sliding g1m door, p gwed by Fmiestrabon Testing Lab, Inc.., Test mart No: FTL 8552, dated 12ftg5, taped and sealed by Idalmis Ortega, P. E. (nest revised on 02t192016) 7. Test t on 1) Uniform Static Air Pare Tes(. per FBC, TAS 20294 2) Lane Missile Impact Tea per FBC, TAS.261-94 3) Cyclic Wind Pmme Loadingper FBC, TAS 203-94 along with madded-W dram and installatim drape of vu*4 shdmg gbss door, pied by Fenestration Testing Lab, Inc, Test Report No: FTL 6638 tp-mples A-1 thtu A-22), dared 111 9110, signed and sealed by Jorge A. Caesar, P. E. (Svh nh*4 aarnder NO.4 N& 11- 614?. 04) S Test report an 1) An InfdtrittionTest, per FBC, TAS 202-94 2) Uniform Static Air Piessurle Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Imp Nfissi-le act Test perFBC, TAS 20194 5) Cyclic Wmd Ptessme Loadingper FBC, TAS 203-94 :C) Forced Entry Test, per FBC. TAS 202-94 - along withmadmd-up drawings and dour diagram of vinyl siding glass done, per. by F atton Testing Lab, Inc- Test Rat N'o_FTL 6337 (samples A-1 thru A-5 ;elated 121 /10, sib and seated by Jap A. Cam, R E. (Submhad winder NOA No 11- 0107.09) C. CALCULATIONS 1. Airohar vedfication calculations anid- skudurAl , pouVlying wi dk FBC-2D14, pri4ir+ed by PGT, dated 12109452ad last revised on 02115i16, aped and sealed by An6my,L. MMfi r, P.E. bmti W smd*YNOANo. IS►-1210.1il. 2. Gbzing cow with ASTMS-1300-09- Wwq 1. Chands, P.E. Product Control rob Supervisor NOA No. 21428S.A3 EspirstiouDs*% AprA 14,2a25 Approval Dates Mares 23, MI F _2 PGThA�s.hw. NOTICE OF ACCEPTANCE: E`TMENCE 3. NewEvidence Submitted A. DRAWINGS 1. I)rmr= mg No MD _MM.0 Rev B, titled"Vinyl Sliding Glass DoorNOA (iW, sbe ets 1 thtough 21 of2l, prepared by manidaiduser, dated 10t05115 axed last revised on 02101/21, signed and sealed by A: Lynn Milim, P E_ Note: 'This revision consists replacement of stone existing installation scmew with flat head. B. TEST'S 1. Norre. C. CALCULATIONS L. Marto. D. QUALITY ASSURANCE 1. Mam Made Department of Regula%ry and Ecommid Resources MM E. MATERIAL CER.TII-TCATTONS. I_ Notim ofAcc"noe°No- 19-0305.02 issued toKararav America, Inc fcntheir "Try Ult raelearr, Clear, and Color P1rB Class Interlayers", eVwng on 0710t1,24. 2. Notice ofAwqance° No. 17-08OL02issued toKurmyAmerica,Inc. forter "Seth (Clear and While) Glass laterlatyeri", atpiring on 071M3. 3_ Notice ofAcoeptanm No.18-1106.10 issued to Vision Est Limited for their `Brown Coated (Painted or Ludnated) WNW Rigid PVC Exterior Extroski s for Windmn aril Deora", expiring act 0930124. T Notice ofAwe No.18-1106.11 issued to Vision Exhusiow limited for theirseries " % E 1000 Tan 202 and fthter shines (Nan-WTfe) Rigid CeOular PVC Exterior Extrusions fer'%Udem and Doors", expiringon 12tM21. F. STATEI4ENTS L Statement letter of conformance to FBC 7* Edidon (2020), dated 02MMI, issued by sigma ad sealed by AnthonyLynn 14111r, P.E. 2- Private Lalwhgg A,greemetst dated G3,aD MI bdween PGT lidustriM Int..amd CGI Ulmdows and hones Inc., signed by Dean M. Rtia*, P.E., V.P. E��a, on behalf of bollicooVanies. G. OTHERS L. This NOA ryes & renews NOA# 28-042946 (PLA W/CGU 0*4 0.04/26. 2. The cu est! wed MA CGI isle #11-9205 01, tag 04114126. ukatiI C`lumu, FF. Pmdwt Contra# unit visor NOA Ilea 21=4205.53 Lspiratiaa Date: April 14, 3826 Approval Date- Mar+el 2k 2s21 PGTudustries.Inc.. NOTICE (ltF ACCEPTANCE: Eti'Ii1ENCE S�Bf TED D. QUALITY ASSURANCE L Mwni DadeDepartme0ofResulatoiyand Economic Re ousm OM)_ E. MATERIAL CERTIFICATIONS 1. Notice ofAcogtanceNo.1". 52&14 hied to Vision Extrusion Limited fortb& `°9t'histe rigid Pvc Exterior Extrusions far Windows and Doers", dated 0&43i15, - - - on 09130.49: 2. Notice of Acceptance 0920.03 ismed to Vision, Extrusion Limited for their -17E 100 Tan 202 and lighter Shades Nn-UNW) li'ied PVC Emrior Eztrdons for Wbuims and Doors , dated 12AM16, expiring. on. 121291.t1_ 3. Notice of AcxeptanceNo- 154528.15 issued to Vision EVxusion Limited &#:their "Brawn Coated (Palated orLantinnated) White Rigid PVC Exterior Extrusions for Windows and Doors'°; dated OSll3115, cq*ing an 09130119- 4_ Notice of'A No_ 1b-0712.02 issued to ENERGI FenestraationSolutim USA, Inc. for their -TAN 3040 and. Lighter Shades (Nan-WhiW) Rjod PVC Exterior Extrusions for Windows tend Doers" dated 09115116, expiring an 02001. 5_ Notice ofAcceptanceNo-16-0712.04 issued toMERGIFertestsatitnSeUiam USA, Inc. for their "Brouze and -Lighter Shades of Cap Coated Rigid C Exterior Extrusions for Windowsand Doers" dated Sllkexpiring on 04116m— 6. Notice ofAccepta='No_ 16-4712.03 issued to ENERGI Fenestration Sow USA, Inc for their "White Rigs PVC Exterior Extrusions for Windows and Doers" domed 094047, expifton62MI& 7. Test reports No(s).10-002-7g7,(A), 1046M0527, 5357", per A T?&-K ASTM1929 atnd ASTMI?-63 5, issued by E XOVA to Vt Extrusion for celhilosic composite nateaial. (Submked wider 'a' rO.4 AT*.11-0107.04) S. Notice ofAccgbmceXo_ 14 0916.11 issued to Key America., Inc for ter "Sentryg (Clear and White) InterkWe, aqifing on 07/(WI 8. 9. Notice of AcceptanceNo_ 16-1117.01 issued ter Key America. Inc. for their "TrositeW Ultraclearr. Clew and Color PVB Internees", cqm mg an: 071r /19. F. STATE3&ENTS L State.ment letter of confortumce withFBC 5thEd u (2014) and FBC4ftEdition (2017), issued by manufacturff, dated 08114117; rimed dt: sealed by Lynn. Miller, P.E.: 2. Statement letter ofuo bn=citi h tr r dated 04115/17, issued by mansfochner; signed & wailed by Lynn Milled P.E.. 3. Letter of tab compliamce, part of the above test iepoits. 4. M. Test Proposal No_ 17-0397, dated 05105/17, by Ishaq Coda, P.E. G. OTHER l._ Notice ofAcceptanceNo.1'5-1210.01, issued ice PGT Indushies,€vrthesr Series `^S57012770" Viol Slug Glass Door (Reinforced) -L3W, cqmn ors 04/14,21. 1aa1"L Cs"Aa, P.E. ProdU4 Control lair supervisor NOA No. 214205.83 Ezpiratiam Dsta; Aprs'114, 2826 Approval Date: March 25,2021 E� ^W i -Cu 0L s_ N Q cc O C .� s33 U � C ca cu CO C O OO CU C)C -I.—_CU U_ — ._ -0 N E O H-0 CU U)Q Z W J o N mX c LLCL p O its NY C — N 4) .N L� C Q O (tf r N 3 3 E C < (n O O C V +7 cn `- 0 7 ..- EL W E Z _C: U) CIO CU > O > L CD_ O CD_ Q L._ U O a` ♦� L) CU W Q O L CU w Z J Z Q J 0- SHEET NO. PA 1.3. /T1 ME Ilnic• TiLLir TESTING a ENGINEERING COMPANY WAT TRR A. '171M, JR., PE. YLPIL LWM-X& 44147 PL CA U.- N. m711 PRODUCT EVALUATION REPORT REPORT NO.: 20-C72A•01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection FJ%du&;&LL= 4800 S.W. 51 Street Davis, Florida33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Waiter A. 71111% Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 2 - Method 1FloridaDepartment G 0 3 M od D of the Flor da Business and of s Professlonal Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shag be subject to review and revision In case of a Building Code change that may affect Its 11mtations and conditions 2. EVIDENCE SUBMITTED: 2-1. PRODUCT EVALUATION DQGIIidi XT [P L AEA t• Drawing No. 20-176, titled 020 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Waiter A. Tlllit, Jr., P.E.; dated 0712812020. This drawing Is an integral part,,�A, [,&' Evaluation Report, A61 N0.44167 •�..FSSf[OPIOa•,C 6355 N.W. 36th Street, Suite 303, Miami, Florida 33166 - Pine (305) 871-1530 N,fs, f� T PRODUCT IMAi VATION REP011 ' NQ- INM01 2 Z Z 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 A, Testing, inc., Reports # 96-689 dated 08/09/1996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and # 2126 dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by OC Metallurgical, Inc., dated March 13, 2009, Signed and sealed by Frank Grate, P.E. 2 S. STRUCTURAL ENGINEERING CAL CUL.ATK]NS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and In accordance with section 1610 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03/12/15, signed and sealed by Waiter A. Tillg, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. iMND LOAD$ RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15, 16,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No. 20-178, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15,17. 18, 19. 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. �atAtR+A Nrr�l/ �tCENS�C r9 167 * *_ STATE OF 4 y�cF • F 0 OONAL rrANIfHI11p1LH,HA PRnDLCT TnIA•s.ttATEONREPDR'r NO. 20•B77a.01. 3 6. MATERIAL CHARACTERISTICSAND SPECIFICATIONS: Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RED.), drawing No. 20476, 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thti 4 and 11 thru 16, indicated on sheet 21 of 2e of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tliteco, Inc. and signed and sealed by Wager A. Tilt, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on sectlon 1620.2 of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame Structures. Product Evaluation Report prepared by Walter A. Tilsit, Jr., P.E. (Florida License No. 44167), President of Till soo, Inc. (Florida CA-0006719). �a��C,, .....UT .44167 STATE OF (OR14��rZ� AAA /ON At. �h1NNunu+lllw WAIU DA TILTECO ADMON RECORDS 1 P. E. REPORT-20 T GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PAN9.1 DRWG B 20.1761 REPORT 920-071AW 1 Le I ECO IIVc. TILLif TESTING Q ENGINEERIM COMPANY waLA. TILLrr, JR PErt•ExHtYW■i�,w mPRODUCT EVALUATION REPORT aA167 7Lf:.A• tleMa■ No.0TOE719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 48DO S.W. 51 Street Davis, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wal1lterA. Tight, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 21. PRODUCT EVALUATION DOCUMENT (P.ED.1: Drawing No. 20-176, titled -24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tiitecc, Inc.; signed and sealed by Water A. Tillit, Jr., P.E.; dated 07127/2020. This drawing Is an inte$$ghtl4tt�'!¢feSj� s Evaluation Report. 167 - 7 •Lit � 1k � �• • TATE OF •��� s�p� F DR10 •.��•A 6355 N.W. 36th Street, Suite 105, Miami, Florida 33166 -Phone: (305) 871-1 „? -1531 PRODLTC r LV . I.t:ATION IRRIKIRT Ilin 284M7M 2 2.2 TEST REPORTS: Large missile impact Load tests were performed under SSTD 12-99 standard as per section 1eO9A.2 of the Florida Building Code, Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03H 1102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. urge missile impact and cyclic loadings per Protocols TAS 201 81203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10. dated November23, 2010, signed and sealed byJuho E. Gonzalez, P.E. Tensile test report No. SCM-198 by OC Metallurgical, Inc., dated March 13. 2000, signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2..3. STRUCTIJML ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with secdon 1604 of the Florida Building Code. Calculations prepared by Tiltsoo, Inc., dated 12/15/10 and 08/27/13 (for this revision), signed and sealed by Waiter A Tull, Jr., P.E. 3. MISSILE IMPACT RESISTANCOC _ Large miasif® Impact under section 1609,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-N Standard. PRODrICrEVA1,11ATTON E13MT110. 264M7.02 3 5.INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3thru 8, 12 thru 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 15, 18 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. t..MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shag be strictly In accordance with General Notes and Components indicated on sheet 1 and 2 of 1a, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No.20-175. 7, LIMITATIONS AND CONDITIONS OF USE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Titeco, Inc. and signed and sealed by Wager A. Tlllt, Jr., P.E. 72. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and woad frame structures. Product Evaluation Report prepared by Water A. TAllt, Jr., P,E. (Florida License No. 44107), President of Tlltsoo, Inc. (Florida CA-0006719). WAYU D:1 TILTECO ADMON RECORDS 1 P. E. REPORT.2( 06ALVAM2ED STEEL STORM PANEL IDRW( 020-1761 N CU L Cn —Cu OL � V N O .� c Clio -0 C Q CO C Q _ CCU LL_ ``0 > .� _0 CAI C 0) 42 2 a Z Z W J COMPONENTS FOR REGULAR do LIFE SAFETY STORM PANELS 1/4. 2/4, 3/4. 4/4. 5/5, 7/5. : S.3) IN CAME THAT PRECAST STONE. ON PRECAST CONCRETE PANELS, STIICOD OR MOOD BOARDS BE FOUR ON THE (SCALE 1/2-1' 1W/10. 2W/10, 3W/10, 4W/10, OWING WALL AHOIDRS SHNALL R LOW CROUCH TO ITGCTI THE MAR stRUCTUNE BMWSVCAI PANELS, 6/5 1. SI(NBI PANEL SHOW oN TINS P1Toaucr EVKIaT,ON DOCUREa/T (r.EZ.) Has SEEN VERIFIED FOR COMPILANCE IN ANCHORAGE SHAH. BE As MENTIONED IN &I) AND IN 8.2). ����_� .��.._.�-1a196' (TOTAL WON) - ^+- _,a,196' (TOTAL weTH}- 5W/10, GW/11 a 7W/11 1/4*- ACCORDANCE WITH THE 2mo pw EDITON) OF THE iLp1RA 91LIDaD CAGE (C) TO EDSIND IIDOO fraL SPEl30 uAa1Y. a . OAS r o"u, T. ,2JOD' (ETECTAE MOM}-- i t-""--- �• -'1• yip, 'FOUR COMMIT SEE 3MAU MOW SECTORS ON arts to to s B-" r Eat_ 1/4Y TA AN(SDRS. AS i X—YUIED BY I.T.W. BUIDEL Oc. ? , OESION WIND SPEED S BO M DETERMINED RI PER SECTION EN1200F THE ABOVE MENTIONED COOS. _ �14-10 PAMIRMTE FEMALE D AND PARLMATE PLUS ANCHOM AS MANUFACTURED W ELCO CONSTRUCTION PROOUCIS. sit'/•'- 11• �' FOR A WIND 8P® AS 11ED,ARD a THE ARIL7E7IDN WHERE THEIR SHHUTIERS cull BE wiLLlE4 AD. 1 4Y LAO aCREMS PER N.O.S. _ FORA DWJMONNITY FACTOR It0-.OS5. USING ASCE 7-10 AND SNA L NOT E7RSE0 THE ML4101RRH (AJ.0.) - ! i I /--/.360'-1 /� a0W IM.. TNGt 1.�0• 0 0 DESIGN PRESSURE RATINGS INDICATED ON SLEETS 7 TH RU 12, 14. 15, it Ill a 20. - 7/ilre . 5/5' MOOD BV9MD. AS DWRBUTED BY ALL POINT SCREW. BOLT R SPECIALTY CO. -, - ~'� t L sit a1 MINMUM ilaIE/DED PENETRATION INro wood a rAPCdI ANCHORS 9AY1 BE i 1 1 Apr ' -- A a t D.M., 2U. 3U. 4O+®F r-r T r -Y - r-r- r r r r i� r' ' - r r--i- r-r-, -i- r T -- - 1� t= IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE "ON WIND LOADS DETERMINED PER ASCE 7-16 ) /Y AND z• FOR ELL'0 PANELANTE PLUS . `. f • . I r , , , � , I , i-�,--, , ^• 1 � Q GKWAM TOM sINAL4 tE FIRST REDUCED TO ASD. DESIGN WIND L011D8 rn MA7PLYSD THEM er 0.6 w ORDER ro AND PANEAAALE FEMALE D. / o.Dia' MIN. TH1Dt / I aRADt >b COMPARE THESE W/ MAX. (ASD) OFSM PRESSURE RATaDS INDICATED ON SHEETS 7 THRU 12. I4, IS, 14, i6 A, 20. ) 2' WWJAM STM tDGE / t 2 i TYP. iss ¢-ao , 4 3 4 6 / 1 C.2) MINIMUM THREADED PEWMATION Or LAC SCREW. INTO THE WOOD FRYWE IUMT SHWi BE T 2•. ID THREADED 2.000' / TYP. A61M A-■s ` DUAL r V m X // r� w ORDER ro VERITY THAT ANCHORS ON THIS PEA). AS TESTED WERE NOT DYEx SIR'i9E0, A SS aNL3EASE N ALLOWRKE PDE7RlT10N wro snic,.» SIMALL a CONSIDERED AS PART OF THE REOUMV THMADW I t/2-.. NO -- D - ala0f so wilt BE'►AI• s.T Li STRESS FOR WIND LORDS 1A5 WIL USED IN THEIR ANALYSIS. PXVIDERS SPACING TO MOOD HAS KEN DETERMINED IN TIDTE 0-0 UAW. r^� ACCORDANCE WITH H.D.S. mHa. 0.3) MNMAw EDGE DISTANCE a UAG SCREWS. WltO YHT10D SNMl BE AS INDICATED IN THIS DRMWNG E,a[7AL A •6.6 13.rAL A ------------------ _ LL STORM PANELS ADEQUICY FOR IMPACT AND WOO CE HAS KEN VERIFIED IN ACCORDANCE WITH ON IMS OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENCNEEP04i R TESTING REPORTS -SW. WS770 III 96-TM AND L.-_ 6.� T.bO• f � - � •�'_� Q L c.aJ IMaWw PENETRATION a WOOD BM5H6HD sH1ALt ■ s/e•. ,/a• r-20 SCRIMS USED SNML IN , I!r LONG IIIINNRI iJ10• I. FVESIROON TESTING LAB. INC.. REPORTS J2032 a 021U . AS PMMWLS TAS-201. TAS-202 AND TAS-203. SHOULD sn=o ow, AND I• momw FOR vaus WITH NO mucco. AS WELL AS AIERICAN TEST LAB OF SOUTH FLORIDA REPORT 10219.01-00. AS PER TAB 201. TAB 202 AND ) Q) STORY PANEL � END STORY PANEL � �.�A V -� TAS 203 srmiomw& C.S IN CASE THAT PRECAST STONE• at PRECAST CONCRETE WINES, STUCCO OR MOOD BONZES K FOUND ON THE COSTING v WALL AM SMALL LBEBE MOTIONED NEDMI N A REAL) THE MAN stT•LCTIN[ BDarD SUCH PANELS. 2.t1R7'—.-, U Q (� 2. ALL AUiM/W SHEET 0lS ro LE AT CLOSURES ALLOY AND HAVE 31 5-441Ss ALLOY. SE /DfFo). SEE SHEET 2. WALL MOE RS SMALL BE .B MOW. ENo IN TO CS) . C.4) _Y. 1 ^{ ]. ALL Al1IwAw SHEET METAL USED At CL091RS SHALL HAVE ItgS-His ALLOY. �___.._.._.. E, p, / / 1p, 4. ILL S1EFA. SHEET METAL PAWLS SIY1l1 HIAVC STWIICNMI, DUALITY STE0. A51Y A-653 GRACE 50 NHa6M1A,. 0-60 6. PANELS ALSO BE IDOrCMNTAL.Y fIXLOR90 a15TALATON 11E.TAN.s 9WWIN ON SECTOR 1HWIaKa1 0 (SHEETS s PANELS 00 LP, � } � ,.locr �� .125• 301 SB6Ef SIN�SOQ ��• LAI�i.TED PANELS • I � � B' � /IS w/ ABL•ED ENE "� . .Roo• R a r +'. 2'•+37. sRD RNEIFD S,a. 910 "-i 75Cj'' ,Y"' eaTEDsv 80Li w% 7 /Na'• - - - -- r: V�/ S ALL SCWWs CALWOOLD BE sr/aRESS STEEL 304 OR 31u6 N9 SUM ON CORROSION RESISTANT OOATW CARBON STEEL As PER Willer i i (� .� VIM • ro NNBE •wVEft�` _. _'j -"t (SEE sECTI0N15 As / � s j A' .1-+ THROUGH UGH 6) UCEPT THAT HILAOER6 0 Al ® SHALL MCI K USED- - .i.. DIM SOOtB w/ SO bl YIELD STRENGTH AND 90 ha TENSILE 5TREMCNI t sHMEl CQiPI.r w/ FLORIDABULOwG MADE M. o SLWL BE THE RESPO SBRNY OF THE CONTRACTOR ro VERIFY TH1E SOLI OF THE STRUCTURE WAI E yNm'R 5 TO BE �- . '� 30� .1 � .ar � I ,1 1/Y of ti ,!1' 0.0. (SEE sEC110Ns As APPUGiBIE) � i ATTACHED 1Tl RiS1RE PROPER ANCH,dbY.S. TIR$ SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD iwN/E SECTOR 241 3530A. PJLD I65. i 1 .093' Apr ' 25 2.000' IJW � �-- sm /.SpO' S. BOLTS ro BE ASTM A-307 0ALWRED STEEL. OR ASI 304 SERIES STAMM STEEL, WITH 36 NA MaINRw YIELD ` �- / 2.T. .OLI' 2'11 • � I OEna 1 6 '�' Dow t I - -- - y � {� � CU STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENGTHS OYU W-e THROUGH 1r-4-. AS PER SECTIONS 6. A 9 • 10 MID AITEOWNES BR. R, TJb t L__- 1 H �T GO a NOR 014 94MM 3. 6 ! 12 RESPECTYELY: SHALL HAW A LEDGE AND READILY YMU /A A04 iNSTRUCTPHG OWNER OR !L I (Y •' N T. ANCHORS ro wMtL SNMLL R AS FOLLOWS- TENANT ro SECURE PANELS WITH APPLICABLE N[INaOIOp.ENT Ot111Nc PERIODS OF HURROANE WARtIN1G. { R a J15 L- .I.. (A) ' 11. THE NSTALUM N CONTRACTOR M 10 SEN,/CAUN ALL S1a/TTER coin IM EDGES MMCH REMAIN IN CONYwUWS CMIXT MAIM 1Br- i -------.__..v-S• Mae---1.900•--: LiJOD'� / !� N ♦ ♦ ^` 1/4Y TAPCON ANCIIOR6 N4 MAHNFACTLSED 6r A.T.W. Sul,=. INC. (Min. rc-3 92 Ps.L) THE BWooc TO PREVENT Ww0~ artR OM l VIEW DETAIL A TIN V Y/ 1/4' a . 7/6• CAK-IN ANCHIORS. AS MANLwAC'SURD BY OFWALT INC. (MIN. ra-3000 P+a•) I^-2.000' 2.000'----` N 3/4. SOLID MNSgRS, AS MMW TO ITT ALL PORT SCREW. BOLT t SPECIALTY CO. __ ___ __ _ _� ___ _. (MIN. re-335o P...i. 11 PRONGED BY JURISDICTION WHERE 3 � w TT16 MAmNc PLUS ANY BUIOMiC N6R zoNNIG REGULATORS END UP Ill "DOW EDGIE. •j "ter HEADER 3 w r HEADER 4 AN= wf H STUD D.�t.. 4 i 3• MAX_ w o - - C - -- -- < C 14- rc AINEU aE FI O O•�Ti"�•CU T f UN. PINE P. FEIWE O t IARELMATE PLUS ANCI,01lS. As MANUPACTUIm BY Ei.m C0115TO1C,10N PRODUCTS. 13. (a) 1W PRODUCT SPECIFIC CIFIC PION OOCUEWT (P.ETH PREPARED IT THIS %Wit FROM S GENERIC ND GOES HOT PgWBE WBOREIILI,ON (was) REVERSE MUDF� i�r w11 "-' Q FOR A SITE sPEaFHc PROJECT; La. INHERE SHE SITE COIDt1HOR15 DEAAAi FRpI THE PiD.1/4, 2/4, 3/4. 4/4, S/S, 7/S, --i 1/Cr CF TAP -CAP ANCHORS. AS YANUFAC7URE0 BY iPU-FAST CORPOIR+O10N7 (r4-3600 asi) r --r 1 ,- 1W/10. 2W/10. 3Mr/10. 4W/10. 1• w O Ai) AMNaRA1 frBF0NEN1 OF TAPCON ANCHORS aao 1•D/lEp CaMpIE7E SMALL BE , 3/1•; Y FOR ►AMELMARE FEMALE ro) CONTRMCM TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UE SATT" OF THIS PRODUCT SEE W1/I4 R ]/11 J74• 6/5 LL BASED ON THIS P.E.D. PI DED W/SE DOES NOT WAAIE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT ( E-� P Ty► TOP sect 374 ,�• J74• .aw --, .750• r SW/10, 6W/11 R 7W/11 �E D AND PMOKYE PLUS AM 1 1/4• FOR CF TAP -OW ANCHORS. CONSTRUCTION SAFETY AT SITE M THE CpIiMCTOR'S RSPON SGLfTY. I {-_�. - ,31W �r PNEL .IW-}, . .1 � ;Aur R -+ `AA (/) O O �,;1�• L 7�rb-20, 304 lOB1 AINCHO 8: FOR CONCRETE SEE SCHEDULE ON SHEETS S t 11 < 71f. sn0 RAPID TO __. FOR TM000 SEE SECTIONS ON SHEETS 10 IS, 11 > � t- �! A2) CALK-w r SDLA-SET ANCHORS SHALL BE EMBEDDED 7!6• INTO THE POKED CONCRETE. NO ELBOKM wro {a) THIS PRODUCT EVALW110N DOCUMENT NSl CONSIDERED wYAA 9- IIODRED. I • 1, STUCCO 9NLL BE PERMITTED. 1/4' 0-20 SO NS USED SMALL SE 1 H/2- LONG MINIMUM SNOUT D STUCCO OUST, I I 1,apr1.0a3' JT9' I .IB6' j •640• I NMt • ti t/Y O.0 A- ND i• MaIHWM FOR WALLS WITH NO STUCCO. AM MAY BE HEADED SCREWS OR ALL TMROIDED SCRIMS W/O READ. (d) SITE SPUN PRO.IECTS SHALL K PREPARED BY A FLORDA REOSTEA[6 BASEQ OR APICHO CT WHICH WILL BECOME THE I ___ t,61' I 64Y ¢ BUT INCH wm NU15. ENGINEER OF RMRD (EGA)) cOR THE HNT0.ECT AND wHD WI L BE RES ONS E FOR 111E ! ,,plSi- I t.3Nr �06Y I' 1• 1JOO' > > Mar PROPER USE OF THE PED. EIRIIIFeI OF RCNB. ACITE AS A DELEGATED 0404FR TO THE r r H101E POW i _ �. IZIV I A3) IN CASE THAT PKCAST STONE. PRECAST CONCRETE PANELS, MWE S, STUCCO OR WOW BOARDS BE FOUND ON THE P•ED. ENGINEER. SINLL SUMMIT TO THIS UTTER THE SITE SPECIFIC DRAWN= MR REVIEW. IACIOI011 A oc OIL SMALL 1E LONG ENDIa/ ro REACH THE MIN TE1MD SUCH �ERr P■EL eewAr %r _ } aeo• y l.._. REGULAR STORM PANELS n ELEVATION PANELS. AN04ORVE SHALL BE AS MENTIONED IN At) AND IN A2). (a) THIS P.F.D. SMALL BEAR THE CANE AID ORIGINAL SEAL AND SIONNTURE OF THE PROFESSIONAL ! I - AO' Am' --'�� �•• ENGINEER OF RECORD THAT PRAA RED IT. •may 2.000' '` ') N.T.S. ro ssH� .rR ITS , ASTM -Ma 7000' O KEY HOLE WASHER ■ r r (B) S ,4. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY MILE LOCATION M STORM O Fr TRACK ANGLE t,6 i' TRACK Ft�►t PLATED 2.ar 1!•• Ma. rw• - t/a' r i71800 nlcHaRs As MANUFACTURED BY 1. T. W. BIADEII. INC.ACCORDANCE.06J' 6 STA O - 1/4' • a 71W CA K-IN ANCHORS, AS MANUFACTURED BY DEMY.T INC. (MIN. re-1500 PANEL SWUM IN AWO wmN .LABEL ,7OaJ.3 OF WITH SECTION I COOS. DIE ECAW MA (MR. GABLV 1/4•11 N 3/4' SOLO -SET A CHO S. As DISTRIBUTED Sr ALL PONT SCREW BOLT E sPECNA'LTYY CO. BUILDING CODE. 1Y OPENING. LABELING ro CWPLY WITH sECl10N /705.9.z OF ?HE OAL.NiMEED STEEL � _ • -••~ A. T�/� WITH �� r � �'D'E (MIN. rw1B00 r,ai.) 1/N5 ORAwANG SMALL OLY BE LBFD ro Ma yr Lows I "•T - !H{-10 PAETAATE FEMALE D AND PAEIMATE PLUS ANCHORS. AS MANUFACTURED BY EU00 CONSTRUC110HI I •' PROOUCIS (HEN. re-2071 aA. OBTAIN PEAIRSS IN THE STATE GF FIORDA (' I. 3 t:EH T PtA.) v 58'•'' % - 1/4' a OF TAP -COP ANCHORS. AS MANWACTRED BY TRU-FAST CORPOROION ERA• T/(4 J75'I • srs•. X. G •'••••• �' FLORIDA BUtI■Nfi CODE iB A Y• Nwrkom ZNN» —1 J,S• - ND. 44157 MMx. DAP •�1'.�p:.. T 9.1) WNRKN DAM ENT OF TOCON ANCHORS., EL:W PANEIMATE4 AND CF TAP CRP MOM INTO THE C i " ✓ BLOCI UNIT SMALL BE 1 1/4•, 4YWI NLIM MHc 20 GAGE GALVANIZED STEEL STOMM PANEI rP. i I /ottOM *: * :* FLORIDA BURDMIO CODE Y•r•• IIYRIOOM Zon• i 3•,.'It EN ••••:P MR■A BtALDINO 000E h YIMo6 i1lMrieaTRa ZINMI 8.2) CALK -IN k sOID-sEr ANCIioRs SHALL BE EMBEDDED 7 RtfO THE CONCRETE 9l.00K 1RRF. No �• 4 1BT �H r. '5"-' t� IgATEo wr+6 HM HIM 7r= 6F FYNtL Q am RLma Fc 20 SAGE 6ALVAEBBD SiM SINN PANEL rs. m "JIM Me. 20 CASE WWAIMtED STEEL STOEM PAIEI rP. INTO IrTVCCO SMALL BE PERMITTED. 1/4' 0-20 SCRIMS USED 94XL BE 1 1/2• LONG MSWMLr - PROI�CTIDt1 MMA,ry,x. t�, 71� {--- .T2S-= .1875- � H� 'Y�, D �. _.' ORMII R: 44167 L:* rIViH W. DUST, AID i• WW-% FOR VIRUS WITH NO STUCCO. STA IL��rC NP SMC, •�••••••••�W .-- •--" pETAI1 1 S - - lwlaaE �1�: ..ro Iw ., WOLF 'MirT �p�yD, %" PROTECTION PRODtICTs1 LLC. am: L PROTECTION PRODUCTS. LLC. ��'• 20-176 . . ® �• 4a19 v. 6I >mtm IN/rlSSWI *:' * ILO EMI. aeP S.W. a, 1BBIr p OR OA,.: .. ■r r .. ea■r arms a A„■ RI DN4 payHwHsw Aim Alw>sarT F' •., 4� . • • r -u. ,. , wF R wn ® 2'X7 Yt /4 &WE n ma N.Y.S.N.ts a., ATE ss` o1-oaan,r '�� r ". Fr a wu•M�I� a a"w wo4 OB+Iwa-7w4 FNe h64NM-ap7 9 O"Ano-Mn OR.s■ ww ALIBaATMKY. UE WING MR W/OUF % 20-176 O •..• ORt , / N G _ mmmmw "OHM W/ AIBROMY. A� , aa-,s . ti . m-rr ,w aY,w. a 7a7N 0 •• •4 Wa,eR A 711A A.., ►X law , M a • 7a1FiL OR 1a0NR T® i !AL/BMM6Mt/pME p RL. IIOWIM ww SS ' N " DA-006ONWAWA ft TON LW Flo aIs War . R.. Wr�a a w na,¢ BSH)aw-Fa41. roe 20-176 1PLIa A ■. P P 116i 1 Y Y " A X.. It —3 WI IN INSTALLATION DETAILS INTO EXISTING POURED comet S MASON$� FOR REGULAR CONCRETE OR CONCRETE PANELSI' A t1�L BLOCK STRUCTURES OWKMDE RICH M Mims a TM101iw°t 6pry- ix o... EM-�4 ECROt6NT C6IEDtEPaI,LIADITmtMIEei ws POUI- a.w4rAa.—...�E. LWMpRIE q /3I ,Y�a4 EXISTING RaREo. i Z Ri I I 3 � CONCRETE 1 '" 010 p i late o • li ■1 I/r Oc aB«W6111M1 J m DIY j FF I 1 A I I 6(�'J i I 1 IL • 1 I1,• r IO116111/0 POL1R0_i E?a .' 1 i % 1 1? �4oe■ ' ED. i ,bNdETE pit .T--- • ; Ott ; i' P - ACQUIRED. comcom « / I! f Yr6G• ar I -I 1 KOPL i \. I \ 0- ,faW I 1 T. � I • I HM"r ARID • moT1 a ; i Aa I TO I 1 , or aw*4-.N 1 i4O°n: WIAa at,. I ;P0° m alA�r 6aWN I 1 ; I 1 'A•1 oanp p0111® Eb. i i comeo a ADHOIS _ Sae a wMOUGHam » EXISTING I DONCRTE REQUIRED. I*i^ \\�\ \`3\\` \\\`\ \\\ �\ t T f J 1 L _J cOwEE a - j . 1 �6 .639' I ' ( EDSTSD POLREDi r-�t' RW. i "''�' aa■Wn. «O°'I I ElBTIN6 POLIRQ' ED. IN Ly CONCRf[ �� 0r �-._�, Y.- 1 CONCRETE ON 1 T-_; I /.-� Y O COH�aEtE ANOKIRa i L--cO. IN'' ComoET[ AIa+oWf tl LJ �•� DDNaRea AOMSR�4 i T r�Cr3' pa stimuli oM-' (Sg saaAE w-' cra (al 1IamK1 a"era TAia� PANpM�TE tIWEp . 1MHapN » 66H/ . TIM6IDH, » Lale2p . wHRaILM » nwAa« A D MOAmeY T Ulu an OF TOP 4M mwUflE A" am % 4 BEE soRAis ON OEM a il"a1Wa 6) i INS lOME SAl-t' 846E 1 SFwlt 3/a-1' 9OAE 3/••I' was "-I- IMEN L E.D. EDGE DISTANCE / ��' • THIC1,'ALUM. TIRE OR II' x 1, 1 (SEE SCHEDULE oN ° jA� SIiEE7S B a G) �'� � ! P.r. Moot M7E 9PkER is I IS r OPENING NING 1 s ,Ir as H TOP k BOTTOM MOUNTM; CAN BE d • , + ,sNORp ANON= ; COMBINED IN ANY WAY TO SUIT ANY J (9a loauu to ! 1�",�•••�"•t"!C/i Ra$TALLATN)N. i ! T I ME[ps YMAok ,» � Cwnt. «1 $Y•f 17• .i'7 .Ili. c 0,".7- n, I, .•RIP, I; _,w,} Mr3J L,..11 :•:-.' 1.,•pr ...t,. 13 L 1 • a�Z' 1. ; a• ►:4 C it; L>7 . . 1!.L 'L -- . ; IR w.6.L!' it N I Net Net�' fl .:. 1 - ti9r-' 1 A,r w•1 , . CASE ♦ Wad �t irN'� s .wa I SOME 3/iMi• yawK I CASE ■ j 1 tjl ,K SIALE 3/16-/• ' za: r► 4 R4, 1 ,s,as.Y � i.Ara' iu w • ' jj dCt��l � •{D CASE C [PLAN1 CASE D IPLANI SC" 3/Ihl' ar■ Lem Pon Pam" i -� r •r ar i■"■�ii'i«j 9FiALE 5/Ml' ••_-0A,. waMOW 9 a t�- K •Rt'O E.D. EON DORMICE (SEE SCON •r rrIN ar Mr ,.«I HEDULE T Y SHEETS a a 9) i�$�E WIG-1- AM TOP a BOTTOM MOUNTIMM CAN BE COMBINED IN ANY WAY TO SUIT ANY IEl+E1PliY112 INSTALLATION. INSTALLATION DETAILS FOR REGULAR PANELS Q) d( 6A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK �QLISTRUCTURES -EWJM CONCRETEOlt CONCKM sum (-I CONCETE EBLLHCN CONCRETE a�EBLDipatET Anclain waxim ffl"WE6ICHO ON Ram(' _ M- Ea9TRXul TOM ! i J ` I ' i I i i I 1 w MBMwaI m wAWI , 1 anuys/7y• N9~wIR 1a TAM1 -�- --7 1mM. ! MAx r 1 I i , i WMDRE Moon SRA901R0 NET 9, 0111, OR )g W»rWIiH SDEE 3 1� �M y1aIWA xyi'•T � I S.S. 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QU)BAL PR07ECRON PRODUCTS, LLC. 67 M Z L AA R avw 20-176 Q u a i cur a,aIII R PHWRD BIN) S-»ie. RW OwMa•en as . •a 04-O , PW Fn•M! INOW ■u FRSNWLNw/Yp 4s rLTD°w w0°O�uB'±. t 1* MWD a a Sa "•1 11 SHEET NO. SH 1.0� __UL 1--i - _ I -,I-_ - __ ;�l. a. l:lW..Y fl..M.r. AA:a.6 -, A.. _ ._ . i „ L LA.. _::. I k. .LN jL. _• ... .,___ _y.-.:..KLL.Ghiti...•., L. .I,---�.._ �._ .., .. ON 2N�Laa. Not mom WALL AND FLOOR MOUNTING INSTALLATION FOR «« SPLIT PANELS ow," •��. p�Y.1t yy0 NAN • 1 'M-. I - \ r- VjOj • a" _ 1,�A~ ltlA w .bIN.O P" - ,MAN e • N ION ED�x 1 1 1 ! SGV.t 1 4 . t• 1 1 Al 1 I 7• M14�•0' Ira 1Wi< a ,ass aae. _10a'.R RNiII 1/4 Nat. !! u WaiFiMai r e< T� \ � stagy 1 1 2 •IL072a P.A o'er [A 1 19 71 Ara A (NANO , a4 J • H 2 !N► Ip • MODmT I 1 ` nlT� I DIMAL. 2 I Nat Bill A I a utm I ION 6Lnurn n e Jaia%m smog 1. A a. Mm 4 MOL "ALM VAN (Ft.) • REOUIaD Ill TM AAAUON - t 4•-r r. r. t/r 4'-4` TO W-r r. IV. ,/r a W-r To r-Ir r A a• A 1/8*. . 4'.Ile > r-,r To r-r r. V. I/r • N>Nffi WLM IOR NO AS.D.. OEEIOILP1O891NRE RAT N T +16.0�f -77A� OItlEMED SCALE 3/6.1• NOTE NULM CAN ALSO K WWAIAW 01/0 STONN FYNUS ON VO► OR NOTION 60 TINT fr O �pCA' ED AT ,OP OR BOTION . OF OPONN TONE PANEL OPENIC W/ tUK mP B WIND _ A 73E� WORK MNp7iuuN1�NNI�NNf �LM1� ujbN�HrN6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) MD CORRESPONDING MAXIMUM PANEL LENGTN ALW jff2ULE futile env salt eret,i6 A. fie Mew ln,ew Aa .iM seneM- , %ma 1a ,r wive a A • m IY0.16 {lIIt` �M MANNIEZONDO OONONI6N O�pI���1p11p�1 O A01 +KA -72A r-r OR LESS a 1/r {maim 1 TN1u 2 a 7 TO r-r W_ a 3/4• UNOS1m I TNNI 5 a 7 +MA -720 >r-r To II•-r Na 2 fIr' A�T a .,JA -44A tr-e ON U36 a IJr Or'Amffi�S • A OIU i R E a a 10 • NOLim W 1/4b•Ir:1• Si Ni r MwNN a MOW • NNO O N OF FOAM nAW ONLY I= PAMESrt)& (A aNTaUARNs AS FIX! 2E12110MS I MORI 7. ON 21OrR a A Bt MAN" ASO. aomm PNICNAW MTt1f, ,.) MINIMA ANCHORS 1ACW MR E0.. 3 ,/r « APPUCARLE //! AMromm ONCOt AaM NUNAIN M,Ya Low" t DO 1MOCH or wV-OP aAA-N /Af16Mti iBYM[ • PANIBNA[ PUS m mMGUE C m CONCEM: COMMIT%o TO amour BLOW m opea A a COCAm NYNOan 10 �AOl7[ r WA WA WA r N/A r Wa r AM , (f " •• r WA WA r fr r r r v I (N07w 45N.6. -7" r WA RA WA 6' WA r WA r WA 2 (mm r-r ON USf r N/A /VA WA r WA 1• WA V WA 2 monaN4 r WA WA WA r WA r WA Y WA a a 4 (TOn r r WA WA r r r r r r 3 (per r WA M/A WA r WA r M/A S• WA 7 (m►) r r WA WA r r r or r 6' 4 a 7 (TTOrW WA WA t2 I/r a ,/4• 12 I/r 6 1/4• S 1/4' 6 1/4- 6 ,/4• 6 1/4• S SEE warn to a 11 FDA A "m TIPS a WAM MR pow"AAw6 an s m WAK SUAOAa. UNION ANCHON 2 VOW NO MASON WK WWa AK AMC= ON 10 SwwUL MR CA LM uw 6•Iacto ON SO67ICE Nmm[ Now WRONG M nLm"m Woo" am ON O w " IT 19 FOLLOWS 171L70M. MR TIME OIMW:ON TO K PO6a•U. DO ODD SIRCNO OIMaED MO MAIN TALL WIN K Lail MAN WOONNA SPrJIN N WID IN FICM ANCHOR WK A MORONS LCOp6 A1166R 1!t ,f4. ,/4. I/4. 1/A W~O TW.� ON. sMPAw M NOW SPAT N Oat ••w NANNAN aw+.r DO .teri "Wa SYW ►J a ) a ,h a 1/F 4 2 ,/2 am d NMINR I lIrs as r m tm ION m 3 'IrION ON m (MAAD CIEY FOR PANIMS Ct7a W NSTALtATIONS AS PER SECTIONS 1 7HW 10. ON SHUTS 4. 6 a 61 ,s"ll" AL0. OEM Pfwa M1RN6 m NW" Foam SWAM MMI EA. - a t/r - WLLI6IEalaaM Of 1101 MAN" Pon Loom 1• D!.) TIMCON OF VP -OW OWt-M MMU,NIE FEtWF 0 pmew L Am S" SET TO ODNNCAM m co"mm atom m OONCIM m CONCOM O1:OCR TO CONONEW To oomml RAW A wNOw,E To ODIICIwiE A OCN To CONCRETE To CONCRETEi7E RTE ►OCN To CONC1 T6 COIaEfE SACK 6• NIA WA WA 6• WA 61 N/A r N/A N/A N/A t (Top) 6' 4_ WA WA 6- r 6' r r r N/A NIA , (wrtoM) 6• N/A WA WA 6• WA w N/A r N/A WA WA 2 (TOP) 6` N/A N/A WA 6• N/A 5' N/A 5• NIA N/A WA 2 (BOTTOM) 55.6. -72.0 6' WA WA N/A 6• N/A 6• WA 6" N/A N/A N/A 3 a 4 (TOP) >r-5' M W-r OR LESS 6' t• N/A WA r 6• 6• 6• r 6' WA N/A J (BOTTOM) 6' N/A WA WA 6• N/A r WA 6• WA N/A N/A 7 (TOP) 6• 4- N/A WA 6• 6• a• W 6" 6' WA N/A 4 a 7 (BOTTOM) WA WA 12 1/2• 6 1/4• 12 1/2• 6 1/4- 6 1/4- 6 1/4• 5 1/4' 6 1/4• N/A N/A 5 (TOP/MOITOM) 50.0, -53.3 N/A N/A 12 1/2• 6 1/4' 12 1/2• 6 1/4" 6 1/4• 6 1/4' 6 1/4' 6 1/4• WA N/A 6 (TOP/BOTTOW) •-r TO IV-2- 55A. -72A WA N/A 6 1/4• N/A 6 1/4• WA 6 t/4• 6 1/4' 6 1/4- 6 1/4- M/A N/A 6 (TOP/BOMM) -r TO tV-2' WA N/A WA N/A WA N/A N/A N/A 6 1/4' 6 1/4• 6 1/4' 6 1/4• 6. S. 10 (TOP) .6. -4&0 6• 4' N/A WA N/A N/A N/A N/A 6• r 6 1/4• 6 1/4• 6 (WTtOM) OR LESS 6' 4' N/A / N A / N A / N A / WA NJA 6' 6' 6 1/4• 6 i/4' 9 (BOTTOM) 12'-4' OR LESS WA 1 WA N/A WA N/A N/A N/A N/A 8 tfr 6 1/4' 6 1/4" 6 1/4' 10 (BOTTOM) SEE on" T4 11 ATC 12 no ANOIONS rm a 2T/C01C FDA oavuaOtn No woo0 FRYi Naa•NL www ANCHOR NVCNK AM ,alt" cm mmm ME 01D1CATSO ON INS SCH13RAt. MR LO LEES THAN NOWn ON SO6OAL MAN MIGNON VOODOO; wr NSTWLVNa shm" "m ON BOEOLL of THE rAAONsa FACfOM. FOR TWO @UWIOM TO K Moll" AMKXXO SIACa,O ONOWEO UOC PACMN WILL NOT K UM TNW LMWAN S/ACW OQWW fW LOCH MOM Tf t AT AOCIMM amp IAMM "m 1/,. 1/4% 1/411. IJ4. ,Jr. 1/41. tAwM a W-wr Admiliffic ax-N 2RI►Q 16L MOM OACM 00 a a 2 03 paw w 01n♦M. SN,k OA) M33 3 a 4 3,/2 AMIL On, am wlam I AS T • R II ?. - - gyr - - - - I so em r ,m tm -I ION m - 3 , ION - IaO 100 INSTALLATION DETAILS FOR REGULAR PANEL5 1 di HA INSTALLATION DETAILS FOR REGULAR PANE (1) 8 h71! INTO EXISTING WOOD STRUCTURES yr LA . ah I" awes Kew W� INSTALLATION DETAILS FOR REGULAR PANELS Ci'� J!( CIA 1"' aoa' 2s NS. • • 1/4• D.e. no INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES ma u m W n r-r Ala 6 1/4. OC. KAO'i6LA'sam " MANOR o a arellumm `2' 0 _ - - I�P•M m4R w O. • r K 12 Itr 0. C. MM , I/r MK INNUM L 'L m HEADER VON AL LONOM (V wow t NO • r K , w a.as • r K + • KKN, ,pK, a' r-r 14 �-v/H •�I�a • r 4 i r I B ib/t• ..0 wJ t 7/r FANELMATE PM 16 10/`1 NIEi,N7/E Am I 14-'0 IMNWAX PWS r01MNRiN ra1Ni%A 0• ' / bNNe �TI�AtlWTNREIOFD pUlE7W0bM D L r O.C. w 1 7/r O rL 1 rsa ANr22 V NI. w1NraN. 1 -----t F 1p II W •- ` 1 I on, WOOD ONSTM wow NFADER m wwo cos"a wwo HEADER 10 •4-+ O /H 1 4 r. i , -�' m j , 1 c:_, r j mr ; yr 1\ ,94�'K i i 7 j ED qM 7 �` J 7 7 F%I H ED • r. , • l , I a �= m X • ,N1Vi' l,a i iMANY oE"AC • 02. WAR r ? ,1 .A,'. ' am 2� • i c LL. (1 IF aONR • r - 1 - ` L.., i MOOD NFiIOU! j `vmw HDIMACCLANEDI 11 \ \ ' , O L,L_ TTT . AND, • ml I , 0�11 r4r a m 1 .T i t 1 for SCHEDULE ON ' EFL BINKMNEa ON onff g RRs OM � �1 FOR Na i0t To LLMAML rtw Ma PVANNtCei ,y �ALLI ! i ALTERNATNE= 1Ml AL � 2W �- _m __ Nw awe LENMIN �_ �o aua _ NK PANEL Ln+mN _._ w.. Nwli LENGTH �' C ' RISTALl1T10M - ILTERNATFIIE 3W ;f ' S 4 +7R"K •,i' t YA.E lGw.E 3Y , , ) / (SEE R07E ,) r YXE 1 4• . 1• ,/1.-Td1I• Rom. (SFf NOTE ,) ,H�->021• --'-- (9iE 1101E , 14Y-ffiI• iF-��---I VJ / FNr. A N'K rw 1NIa PO i I VINO up vw NOT NWMAP I 'N Q •a WSM� oa E[ I Y 6K somas aM 2NKi a_ 'att B s i r- Too of@mARLwNI cuV n �Altll101 1 /Qi �woulliffmw >ar�rwr .. • r = moue w {' + , I � N U IY1ETAl1A710N ALTEIINATIIIE 1W 1 ' ' 71iAa� F�'RWA - Iia.lii,t�4Wai�i.,w - I Eq \ i ' Stil j NdIE ; or V n Q -- I I Ea ; OF Y' a Y' MAX < V 'JPAEt tJ4' . 1• � WALL t FLOOR NOUNTM I I I -.---� EA , 1YUH -� Mat I > cu E0� 1 IO R6STALLAf10M - LLTE!lIATIVE AW RISTAWTIOMS .- ALTdMATEVE 81M fit-' Eo /Y - ( ' 1 - 1 t II N Q N WS'TALLATtlN - LLTFR61A11VE 21M (SECTION AT TDp NI RANTED TO +56.s-67.0 WU(. 801W 1/4' . Y t ---} .7w• Am wAF + LL ASA. DESIGN PRESSURE RATING) x .,M,� 1 I �•• I Namur + Bar ••� • u ,K rt u' wrAi i "' Matt 1/r . t• BOLE: 1/4• . t• ' 1 r w. L01a eRAM KM•a t + , O.- u `m1 ALAN 1 °G - --- _ .1._.i j ,/+ u rA • • Ip oe 2Oy� Namur �• 6 , L_.� -1_ I , /0 0 • .WM1� ( , } SON /Aa LOtlIM V m r-r AM f ; 4 mel7s IV ./.r'F'' 1 I J 1 4Y LAD SOIIw$ C v,/ y, oA FDA cane LM To r-r Ma i 1 i NIR EARS• wow rw• wow + • , , i roc. x//, v2' •� m ON j= t4NM,WE mod" 0 Olt , I : I ' ` NIN TIYWjCED ¢ _ `V L �.• l 1 1 ``L I/4ti LAO KIaN • r O,L REMAR v I 1 it-10 PAMfLAN7E PLUS Idw ' �' MCIMMA 1 1 I POK MITON Ja O MmM® • ,: 1 1 1 I -, 1/2 N. wNNNm Peawriial �i{ AL?ERNAD E AW i i� i I s , r oe w / 7�• _ } 1 It LCNOTN or PtaE ' a. v- W 6 .14r ♦.w 40 a FffiIK iIOOD PUTS MON 2.. PIAi< • ItNROM O I,AW. 9rAtE J t' ffAta ]/6.1' i MD ACM 0/ Pu,E I 'i 1/W u0 Shc7M M er AWp.M ALL UNm1R MP m r-r NML ,-, 1 L--, I I -1ss(t Cuopt�, SWAM" w/ NN. ALNIO =ERWEI i 11 THEWAWEO' 1 NON. 1 mm lat..,- MGM= Lim glow A--�-�t-- AT roNOTM or PwE ALLATION .O mmm XONA WILE s/aI xAAt 3/6«1' ICNL ale-, 2riLE 3/8-1 SCAR ah-, FLOOR 61OIRllim tlQ>F& I1611AUAMMI - Msrrcno AAW 1. INSTALLATIONS FOR ALTERNATNES &W. 0W A IOW ONLY VALID FOR ROIFS ,,� 11NA Tl salt 1/4• - V HIM: p, TIt[� WWNGS WITH A.S.D. DEMON LOADS UP TO +43,L -4LO p.s.f. AND *IP t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS •�fi�!.....•..•.••,,//�� PAINEL•s LENGTH UP tb t2'-4' .•• t. I�TAWTONS ARE WSr VALID FOR BUnD1NG5 WITH As.o. DES" LOADS !�' • C . •,T 2. FOR NEW WOOD FRAME COKVMU(.tXft WOOD MEMBERS TO BE SOUTHERN %• �NEN UP TO +SS.S. -72.0 p.a.f. AND PANELS LENGTH UP To 6'-B'. .51MIEN ''••,Z FLORIDA D7tNI.DING CODE IMNrfleam ZMHE SAP To +55.5, -72.0 PSF AND PmWS LENGTH UP 70 r-B". M; ' J FL�ORM)A BUR:DWO CODE h V MNrAoana Zor Ppe NO. 2. W/ SPECPTC DENSITY OF 0.55 OR EQUAL_ FLARWIL 8(NLDIFtO CODE Nf V NlArrkana ZorHE 2. FOR NEW WOOD FRAME CONSTRUCTION., WOOD MEMBERS TO K SOUTHERNN PNE No. 2, w/ SPECIFIC D:EIK[t1' OF 0.'SS OR EQUAL pm nilm PC. 20 GAGE GALVANIZED STEEL SY MM FARM f,. L F� NEW W/ FRAME CONSTRUCTION: 11000 MEMBER, l0 K SOUTHERN t8 aura AIENa tie i,. 4 N,2NN A,Ka.,L r,. No. 4167 WAN N PINE No. 2 w/ SPECIFIC Dv4sltt OF o.55 OR EQUAL ND. ;* HAOE GALYAtIREO STEEL STORM PANIC , w MDTE FOR NJRIBILtTnNI s sFcrleNR• No. IA 20 GAGE GALVANIZED STEEL STORM PANEL , w * nhshols * • a MN1TL' FDR cDM(TtoN •rr:Ta.Lc: ST OF _ PROTECTXMN PRODUCTS. U.C. .,a; Purr FDR THDN OF BECTx7Nu; ST AL PROTECTION PRODUCTS, I.I.C. 1'�aN}0 TOP a BOTTOM wotxtteNcs cMN BE * °• �aha/rK .q 1rr. E C o INC. 1ML: COMBINED N AIY WAY TO SUIT MIY .�f''. a,`• - ---- r� is o INN:. 2 I.I.C.�• 666aei c o IMC. NON SN. PI XIM y'•• Q 4am m nt SAKI ' ��� TOP a BOTTOM MWNMINCs GW ot:. FL R►O� : ': Rltw, ti a,su TOP a BOTTOM MOUNT ODS CAN K oc. '•.!� N{ •; sAR< A SU14 INSTALLATION. si,.O,L: •, R iNo J N00W,1RL ei'an, '. 4e ' G as a s 4r MWIM N aMw N•HE (wpAF7M6 nIt tM)Pr rA7 20-176 as ar a r an wN1 •wa w aNN wlol� toO.NWIM FM MgwP•m» 20-178 aN 20-176 COMBINED N ANY WAY TO SUIT ANY S• COMBINED N ANY WAY TO SUIT ANY $ F. ,r.. fA s1-10 ..► ,tea iM-la $$' •'(`l� u ar a W. a WRMR 41WNa . N,W NID,A: BN)I11F73q RAN NWMNK-aa2 INSTALLATION. $!Q AL /INK WaTM A AIRi. PL as w _ DRUM NN INSTALLATION. $! A t tar m ar K wwti;O6sfHA NORNA.n Ns ••m-P! A E r, aI• NI L. LHEN Pe an R♦. w RN rl aRwlN Nw WALIa A r• ►t - >MT a s cu O ( �. U a) CL 0- O O s` .CD cu U - v O O c O O n' W O m U- O .N c / 'a A \ ccnuO L -0 .0 N/� W �2 DOOK"M ANOOM CONGER AIOWM W' FaN COME c" INS a6vO<L 11 Ea BREf ,r It PLTEpyHE KTEMMI[ "� sommm an n� *`"� I 1 ., 4 2�/� 3/4 a 4/4 T, 2 t Tw/ts T' �a � s 8 L0G1710N S 1 $ t°C/710N 8 1 INSTALLATION DETAILS FOR OPTION � 1 FOR LIFE SAFETY STORM PANEL SYSTEM • PONMo oolEKs , ,. ! 2✓ r w , , AT ENo PAr6i STUDS a VERY w�1LAv AT °/D P"� �1 scam 0� INTO EXISTING WOOD STRUCTURES owmac CONDOMI (roz EWAM �r •�6 I oMe I 'r 1 W i I snfo6 . Etlgfr 4\\=\` --a __3 - v ownAP I-sm aeREau I 1-.'°'m:`ON.,I B7M Rww anelm BRmm NRw aNaeam uNo POW 'I Ll 1.1 it. 2nM • ,i , c I m SLAM sWa • +i '"u as - - ' i P41' _ 1 4.41• AAaIwE LEI '/•• SCNES EE N SO[W [ /, I MINOR pmm ENO PANEL ,/4* j li SEE I 1 K[ ! I NrtF1110R FANNER ETC PANEL I 1 m )praRNc(((CAVE j( ,I ,/r ww . : zSa'�Lsa tr i�• •w�z 1 oa ® - 3 ON .ANCHOR L r� ®ae B J• � � _r i '� icu ' a PAHEIa °M DETAIL 1 WALL MOUNTING INSTALLATION UPPLiCA ILE TO SCHEDULE i) I I I 1 EFLO ,/I. LaoN,wN Soot utr - 1' Sa,t 3/ir - P 7Tib Ayr i O A °a "" i AY° ""0.` ALTERNATIVE 1 ALTERNATIVE 2 L I i I W14oE)Tlac I/I4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,R.,.)�Q MAXIMUM A.S.D. DESIGN PRESSURE RATING N.f.) AND CORRESPONDING , 01 a oolC01 uh I T CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT MAXIMUM PANEL LENGTH L SCHEDULE i r I r f�E ONLY TO SECT = I r 2 2RICAItM rOl LAW 1rA STOP; PAWL ttI1/ I m • s , oc i I I /4 2/4, 2y4, 3/4 ON 4/4 1, 2, hw/1s 1, �+ A Tw/TS INSTALLATIONS INTO CONCRETE ACONCRETE BLOCK STRUCTURES 9YS7EN NN BiEE7 I31 sm c..L I ---Semkow � w IMSw w�S--_.�'..-tDa7101N Oi LRE ,KLOU) �W) L srxna i 1 I �t WA WMl NOLNt CnId1102tE TOP ! NOif011 wA E!, . 3 1 /2• . POISON `A1N013' M11ip Rim 'N" 0 I - ON SAW , %• ( `--- / SAFETY PAAU. NUNNM ASA wpm a M-M a n-W MINNIK FINAL o TWMAKE POE APPOaKE TO . 4 -,a r-r Isle m NA L /-_..-_._.. _,_--__"'- W/o RED" T AOM (SEE NDTE 1 Otwa co"Com2fO.w / r NAONY h♦NU I r' EO v ONMGEIE AN1a1an / NELOW) • LAST PANEL m K RaTA1 ED AR PRtlMAw m W CommCONDOM m ComomAD To E m oommont TO m uLa.ADNM {ARCH Y (aJ I [0 y �r 00Ni HAS Lfrt 2AEn pN1e/Q aPENNa 2WLL f. OUZK ILOCA a1Ou Of THEM SDE atwT 1N PoR ANC/NM tW[ a 2MRLaN Mae INMt77A10M IRON 60W neW[ aRaola ON (saED SHEn ,a1 PONIm cvN:IE` / L mampM) SAE pAtlaKIOE paOMLAT101Ial iogECE�D r N/A N/A WA r WA 6• WA r N/A 1 ! 2 N /M1aR RKMm Nr1 fe.AM LONE 06WNC6 Net MIOMI'm ON WRL SaINIIE. FOR I co Ep •� ( ) EA MM INN P,Illt URD a VCHOLL RMm ANCHOR VAmIN or YLARNM Woos aMS NMIARm WHOan ON ELEVATION 1'� a 6K1 INIVVAIwerlm ON NO DYED FROw WK SSA. -72A 4' Y I' r /• 1' I• 9• 9• /' , (BOTiOY) W-T OR LESS INOSN ON SCHM' IT THE FOLLOW- AACMW NO •K OP8IOOM m K POEM& I t It silnr ,4) "'�1A ELEVATION r WA WA WA r N/A r WA r N/A i a 2 (TOP) meow MR SAC" ANCHOR ME A c"m tWIC• N�'N I I ,, 1 I I WOOD PWE +55.0 -72.6 '-r TO r-r I ! �• \ 4 'I w R[WNLm O WALL MOUNTING INSTALLATION All AND FLDOR IIOUNTiNO INSTALLATKNII scAE 3/a•.,• 6• s` I 6- r 7 1/r 6• 6• 6• 6• , (eonaM) ,/4. 1/4. I/4. i/4. ,/r. I Wom 2urE SECTION I SO,I.E: J/r 1• SEA-.TIE1N 2 SCAR: ]/6 i' ®O1 1 • i ♦ 1h' NM. Or WA N/A N/A r N/A r WA 6• N/A 1 a Y (TOP) 1 I -_.- I 1� i/.' Ma •+P +SSA -72.0 cu 13- Y• 4• 7'-r TO lF-r a a 2 a Ii 1 1 aV I• 6' r 6• 6' 6" r 6• 1 (WTPoB) wM now 2Noms W 2 th 1 1 a 3 a a 3 4 J I� I 8 CNN ALTERNATIVE 3 ALTERNATIVE 4 V Q.i AIQIES ON LSE SAFETY STOMA PANrl EYSIEN aNBTA7ATwN a •Na.aAR6M 0L) a a a a 1. LSE SAFIY STORM PANEL CAN K LO %= AS AN END PANEL (FIRST OR {AST PANEL) T OR As AN MIRROR PANEL (ANY PANEL LOGTaN N KTIEEN ETC PANELS). Or wTURIOR NYRLs aLIIWR 1DaOal1 A1wIL Ia am INN" IR/IOR • ,L t rR 1Aa Sa<WS • r aG WJ I I/r v LIFE SAPEIY PANELS MAY w MAY NOT K SNSTALLEO AAMCrWr TO INWIAR PRIMERS Y2 MODE 1) ,W Nlp,< • • I , s x _ _ _ TL weFaKO M(W/ oR w/o TE0IAAR TRIICIiS.) _ _ _ _ 1/4tnr/rLoa 2Rwe auwwN W �_ADRNARI(W. •/Wla BanQ APPUaK,E TD i 1a 1/412ar SS. MS • r Oa. OR 2i LIFE sAn rTr � PANEL CONWIS OF MOW aLVA M STEEL STOFW PANEL AS SECTION B-B K2ATN CALK -IN _ sECDONS a IlA70MAt P r _ �,. ,m ION - ION m ,hv M ►AAILwAiE mNAE M a ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATIONS ANE1, FRtRaNaft PLNs • r O W / 1/N• r,. PNIMUIw W tEN01N t' lN1) - ;O IM : LEARN 1W# ACTS OWN MR CLAIM PER cawoNEMt sIEET 2 of ORAlIBN6. scuE 3132•-i' K ,,, �'Q p. T(� a I ,m ION wER,W® 0u6IN&-0 TO'O�NNN w/m m Tm PANT 1nELF TO K ROA04ED OR INSTALLED FROM THE INSM OF 4"• M1E stRLNctuRE. J. LYE SAEtY RIOLAIES TOP TRhCI( To K COPONflfl0a 6CTr011 TRACK TO _,2 A, TI(j/T 452A -66A a• s• 4 s- 4 4•Y 2 (IOMM) r-r OR LESS OR LESS Ttw K tW®1As Ppt SET z of TNa aWI6Nc. (Tj` ) ram. a1' vCENS�r •:? WALL MOUNTING IN p, TiW ,/� COMPONENT WY K vw^lm WALL on HOOK M"m FOU&mw SMMONS I a I�W (I',; � +55.0 -72A2,/2z 1/r 4• 3 1/2' z (80ROla) r-6' oR LEss 044167 •,y�A� �(.Cn"S2 oN 7H6�QS 'i. As wEu AS DiARS , ! z ON ,MELT 14.' •�(•••EN"f ,,•• • * AI.TENTI W G 1 W -` "r W V' +55.0 -no 2 1/2' 2 1/I' NIA WA 2 (WTTOM) r-r To 6'-c• ��.•...•'' C ... 4. LEA,. LENGTH i'DR wMPOrraN�T ,wp2 s� ,t�3�'. A O CAE VN MMrr(aam Zonr FL,ORMA INMA Ni CODE h Velocity MtNrloOnl Zone MAN. ANCHOR SPNONC FOR CA MEwI f)ANOIDO E AT WTTOM Is OMEN aM s' fP. iP. ,ONO A1BNO. NC. �\ HO• ram Alan ., +s6.0 -72A WA WA 3' Y 2 (6oTroM) r-6 to 6 -r tT 4A M0, ,LtaL .Hc scHEDwEE is 2 SHEET ts.*; c� QABE ORLYAIN2ED STEEL STORM PMEL 9' 1 ; 20 DACE OALVAMIiEp STEEL STORM PARR E� FTOIMDA BUIIDINO CODE Vrba NuirlaaZoLlr Z ® * DRAWN W. O �OR{0 ,. WAN W. * . 20 GAGE GAIVANRW STEEL STORM PANEL iP' WYpWiE7iT fAAY K POtI1IUENif OR RENOWKf. .f/.y..p Sg' •• �w /r �PytLAwt:e nh4/aM. I. N6p1AWdM ARE OMIT VAC FOR 86ALCO a WIN ASA. Cram, LOW U► m -O:••• � nht/aM A SEE DETALS :OR aNSTAl1AtCN INTO a00D FRAME BUSDNDS ON SHEET i5. PROTECTION PRODUCTS, wt r E C o AMC. PWfECT= r ^�"•� �• � 4S/8. -72A PM Na VAEL3 U1aM w m r�E'. ''PPo� N1 Rt9 r Uri CM o INe. W�� ' �. °"E Z p�. 0Tl r� Y o INe. ,sm LW Si NON AM N awl L MR NEW WOOD FMK Wma NURIIi m K WanM.N .sm:W. N 11R@r S NAi Sac N. a/M4 / aWc ti sat, FWE Na t w/ sPOC6HC�oS6 OF EpML $$! A44' n Li M. aa,4 E SEE SHEET 4 MDR SINS A W AIMA To CIE NEt:ES3tJI' FOR THECC 1WOOD WA 1K ,S ' •• Ma 2w r - M AN, w aM, MRM, CwNPM-12,L m M4)Nw- 7 20-178 .M. aIPLMr. - a.ra n Law MWIc Lw ism-7pA Am 0")WO-,on 20-176 as M... AL...: _ w ROE: a922F7wa. rat (K.)/M-on 20-176 SPACERS AT TRACKS NNSTALLED AAMCEM AND BEYOND TO STtlCCO/W000 6MNO5. r1.i, PW�`'mA-00mit B1-aN M ups" MM ww, V w-+r. A., PMP m-IW, .a. N ORMM 1. ,,.. , tlq 471-M . a , +N+ PE >NL/WWOMa[/aWE A�'t., PE. • a >MON U M K ►t UkA wwt w vm •M. aA KK71 . p.E + WMT N M N ►t � WL1O it pE mw r- _ a2Ma R J am is ar a SHEET NO. SH 1R1 ---- ANCHORS (SFr SWnOMS ON SHEETS 17, 16. 19 t 20}----- 3A/tY. W+f. 3 MAIL 6A/NL M//7, 4B/T7• ■VTa • YAa �• Max eAW/16 wai a lIM/2e rill �w/-n 7w/u f' w+ 1,I 0 0 0 y 0 0 !� Al -. _ /•Fii ii Ito. I ..�. -. , r... _ -.� 1 -i_ - Mill � I _ION i I � WM TAR O i � Ski All 7 lrrniii 1 K. I it IaKI� i MAX. SA/17W17mV+S -Wta SAIL r MN. NMRx wa I" I* -- ANCHORS (SEE SMTOA ON SHEETS 17, is. 1B At 20) OPTION *2 FOR LIFE SAFETY STORM PANELn ELEVATION SCALE 3/16'-1• tp• all W SECTION A -A MAXIMUM A.S.D. Max, PANEL LENGTH MIN OJM SEPARATION PANEL DESIGN PRESSURE RATING (P.e.f.) L (ft.) (SEE SECTIONS) TO CUSS CONDITION +55.0, -72.0 0•-0" 2 3/4' UM30LTED AT i � I t � I ° I ■ 3/32• WNGRIrt I I , t I � ! �p'y 3p2- W�inw. FUf ; 1. !, I'f • 12 ,� ° 1 4. TAPCDII . r O.C. , I 4 1 I y , P - IL/iIER (NEYOO) 4 i ti TMOCN. r aG �-'• I w/ suo) • Rip I HST, tH6WAaED l ' 1�APAwDIm w , , ,/L TRWA= A llO1 O M0INDTH OP HATE YOwIO1N OF P1AlE 1,C WM PLATE i_��Qj;J min��UO AL SCALE 3/e'-+' SCALE Will FI01� I. IOTMLATWO ARE ONLY Vil FOR N aDW MN Aa0. DESIGN LOADS y�••,'`� •�'.: • J to TO ♦wA -72.0 MF AND Pull LOOM UP m e•-r. 2. FOR NEW WOOD IMME CO STOK 1 W WOOD VE WOK 10 K SOUTERNN PINE N0. 2 W/ rIF Inc DENSITY OF 0.0E opt EMAIL. $ 4 4J IA T TEEMED AT om I i � ! i• Mot K PANEL tIN01N (SEE NOTE E t e1LONJ UPON a r0. "Y M. iWF" ATOM A IIIOwW ME COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1") (TOTAL 12.3W (EFFECTYE j�, r--,ado-- .�1 •--,-,.3�•-, �. 21s7• &wig= STEEL EODE / 2.Di O' H \ 7• i TYP. • - ORVEE m DT►Aa JlI a-= aMY. AL A Nl , I- f2e0• © STORY PANEL d� PAIID.'S END lD ill/ Hamm WOE. �����L AA ROUNDED COMER O ENDS OF PANEL'S END UP W/ NDMND EWE (N.T.$) LJ r--3• MwH.--H O7 3M1c3M(Mp)L-L AWY. ANGLE .t26• 2.00G• 1 J �yppp•� O a1 TRACK 75O' ,NI6lS• (TI'P) STOP BAR Ill LONG 6053-TS NMm. ALLOY Hurricane O r D.C. THWADED TOOT 1 t• H� PANEL tI GOBGli) SCALE 3/r-t' O REVER= 'h' TRACK O REVERSED 'U' TRACK +.7e0• - JIi3' xISO• r i 2.OD0• �U0 f 726' 0 O 2'WS'(Mal ALUM. ANGSI.E 1 1 4 6D61-T6 AWm. ALLOY INSTALLATION ATiON DETAIL FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM t/ INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ---6 O• p� C 0.�C ANCHORSRCON Y UPCON ANCHORS j �Y OM�CON MCHM EOOp117� 11 POUND C0� I P01Ep COMC7RiTL, POtI1FD COtIC11E7(.� F'OLRNO 1 taoCN IROtINEO ,,----C[�_ SIM PUM ,,----[[1 \ Bum IN URM i ,,--••CC� sum REQUNM 1 I r�wa�nra�o. �CROgRA A �" ptlYt.y 1 O O�1ta i W E>OSTIFQy If �° If EILq-s �.>q ' 1 PATS 1 i 4 GLASS ---- - _ - A NKs i I If If CLASS I p' n --'V'V--=- GALA "'�i ' __ r r --- _. y,_: NN .. r '•.8pf1 1 r ,Ari-wrrlJj,' y>orM'- ; r•.�} a r EGA • I I AEA• - ,E�• i j N I -1-H t /f2• ,^1/4v-mcs/asa N.a wf !1fY 1 4Y-:aa(tYa r.a w/ 7/rw132' wN6 wr WASHER /6•W/u wore tort WASHER �' • 12 1/r at. i (6EYd4M I ,dye'.�,y . 3/SY was NUT \7/6V t 3/32' WHO I / 6tAWER • 12 tj2. O.C. wA4ER (IYOND) i ANCHORS t • M�CANCHORS , r TMCdI i 4 1�T 4 1 �4 1/Y O.C. (SOOIWED W/ SAD) j (6►acoalEa w/ s1w) • 4 112' D.0 CONCNTE BLOCK WNpET[ ROCK I~xoCN f4aNw �1GKI 6LocR WALL11ltikTlON WALL MQL2M FRI aAi1Ql1 WALL NOUN= NVAUAM WALL MQ SCALE 3/B•-1' SCALE 3/SJ SOME 3/S•-1" SCALE 3/r-1- ta. ttlI to a 1M FGIt ANCHORS tYPt • Rq ,WB tom• a MaoN F MIt N6tALLAtata Nee wa00 g r rtaYt «Nr w "Vram MMN amam OK D traOn PACNOS At0 NrwY OM U FOR NW LOW 1110 HIN tNs ICESIAE MR ED. LOW 11MN •OOA71D ON 1CIt01AE em* ANL'IOR fOwLWW 6Y or IK FO e1Mf tltHaHM ON 1L7E61RF N W N'p It K O&L fae THs MM wtApO as"= UmHLTORTO twu NOT K LOW TNt 10•MRN WMCINO *alum ran vCH AtNC10n TYPE am 11M s ... �. ,•'' JG w' FLORIDA BINLDRNG CODE VGIIeN It 1 s •k Naas x rm. Re 20 DAOE BALVAN= STEEL S10RM PAwL - 'Z �h'� OONY MtIN! S'.PM••. Ito .yam IL E C O ENO. AM LL 41 , ^No w.r. 'W�&;: :•::'4 as a. w. r .NrL r�Na Hate awlaum len s Ou1Nr..nn •.4t�AAQ gnwxr a3 IAaRr,/ OttwM �tA ly 7 a A1.BL n NIOIWI t 1 � 2 ,/Y _ Y - ,•M a " - MOTH t KLOWT WALL IiQSltlil WAS LdTIQU finffps SCALE 3/al 1011, 1. NW'GIIANONS ARE ONLY WL0 FOR WA D*= WITH A.aD- DESIGN LOADS U► 10 +56.5, -72.0 PSF NO PALELY LENGTH UP TO Ill L FOR NEW WOOD INANE CONORL CTIOW W000 unim 116 ,O a SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY Or OAS OR M AL iAw?T»i7 .. I 3'/24 2 6LC (r(< map*) 4' 2 4 W/ a Va ®• ® cm "DE a "Lan) 2•/24 1' FI4.1' t,-. / raR OaLRER Aiaga >a 3• Hat ANCHORS 4 Os 1nW II Sam. umrR�: 'K"r`72lE . pI"°RseWTTWO°°a.G. ;r'' 92 i W I (11C eON MELT t• e Wi. ,4•r sJta BD ors ItY ,i1' 1/2' 1 HL► 1i v G10 rtedy (IRlnDn rR•Ntlf (•NT060R FFV'NO) wm- MULL) NIL• eM " SGo �j•1�3T����� ,ION[ a.>. 4 W."N I I EE sum 3. 4 4 IRA 1 T• 1 1 +E I T a 1 1 F T T _ - - _ .. - 401 L• _ 40 2 'L• HTITTIj Ill 1111 Jill[ PANNOMAIF IT*) L_ _41 1 SEE NOTE 4 81Ow_--_ • IM NOW a .-hi i---Ha'-±•. NL LpOA7pM 7FL 1 IM.'. (1®�Ipa� {�_/� W}4DIRE�AO wQT p�1�1r0Oa. , yAY K yOCA1� t/Y t S/!• 1 AT 6W 'MELSI w a 7d /b®•® gE 00:SOtL ON Ow2S 26 OR w/ OR W /IOPIFpNWCI`^ i• ,r • UAW FVPEL TO E euwtm A FACT IF IITONOfa 10 BL IMtMrEO MEAL •' a SIRUCRAE MU- 1' •ISa[ of SInKUcItInE. _ 1106Evw - I le Mr Hw -1 ,/4• N.t IP Ve Mr., GAP 41 r - S,4• Nst UPI ar -0woo'ro®•0 EEE T SECTION A=A am 3/A• - t• HONE 4w - 1• (+)• 1M7:R1DYIII OF sEmEs tOOO: E - 2 HMO STORY PANE. SYSTEM CONSISTING OF PANEL 1 TRACKS AT TOP a PMeMIE PLUS OR Ir LONG (1). DEF'RM= Of SMOM 2WO: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL a AT BOTTOM W/ PARMum Cotx. TRACKS TOP a BOTTOM. (2). END PANELS SHALL NXAYS BE COI0MI�D W Sal MALL BYY�2MEANS Of (2).Ill PAILS Sitll ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP MR �MA70 W' -IF USED� W/ S7R"ATW TWESi(3:pT ASAT BOTTOM, . S @J SINLL BE POLL AL AT TOP OF ECT PANELS. SAIL BE NI LIFE i0 W f 4Y-2(AS/4 W 7 (3). IF END ARE KIOTICA TACK. CDlMECTIDlN SHALL CONSIST OF DEICMM ON / 4'•-i) MO 1/4Y-20,A 4' N.S. W 7 y13;FT//pp3332 IIIIO NUT OR 1/4"eI,3/4' 1SY4,. 7}HLNEw INTO BOTTOM�AgTON OF FAS710ER5 MAY Bi AT ETHER O' THUMBSCREW (3). FOR CASES MCM END PANELS ARE U9E JOINIIY W/ IV LONG TRAq[ •® AT pKT060R FLAT i1JINOE5 OF pap PANEL BUT DID PANELS ARE NOT GOREY:im 1O BOTfOY TACK (�J NICI STOP WW Si1LL PROVIOED AT TOP of SUCH PAIEL.S. (4). W GIBE THAT END PANELS ARE RIOT OOIIHECTEO 1D BOTTOA TRACK (La A STOP BAR (t). FOR IdTAUA110NS WlQ/ END PANELS AND SOW MiiffE//RCE11TT7tlW((RNaaDGPAIEYS ARE DIRECTLY K ONLY INFO AT TOP AT LE14f TWO PANELS SMALL � CORRECTED TO BOTTOM TRACK yrUj illPTO EAA7ESY Ill TRACK AT 811OILN p,EwA7ONE WMRM BOTTOM WUM'"3 PANEL USND SPES "WIG DN NOTE (3) MOVE. M SKOt CASE. COIECf1ON O' PAILS 10 BOTTOM TW" MAY GCCNt AT ANY PANEL LOCATION. // TO WALL (5} SEE SMnOW 1'. V a 4' ON BEET 24. SEE AND" SCHEDULE ON SHEET 25. MIa. EDGE OWMDE FOR TWO MERNOR PANEL USED Y W/ � ODES t NOT NEED TO BE CORECTED TO BY ANY MEiY18. TRACK 91A11 NBfAUED T�' Q�IEu RErNE (1v (8 LEFT a R6Wn sroE oF'ifRRIOB PAIL) NAM: FLORIDA BIKMO CODE lipaNalHkNrIMww ZDm N_ 41 1Q7 saw ntwa Wt 20 OW OALVAUM STEEL SION PANEL PIP. * GarN eA m/MVAMe sTA of : a 1L E C O EwOLOUL � e. E SON► PRROODUM tLC. I W: �'�• FAD O*' •w Hu ti>RwrrsrraA NAND PNTi �TaRRe. R�HnNBN>tM-on 20-176 S, N l t` WL/01A CAA OOOh1f PM Down IN, a arN/aWraK.loA1c 61m n a s INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4' TAPGN ANCHORS _1[t' TAICON ANCHORS O 0 D.C.on POURED REOU91E0N7E °`°`IT. ���---[[[1 °'DCk' �•.[�iM I i Max. i � r •wa•1 W I (r n I r' ,q Ito 1 u,a ! � � EOST•!ft.! w1Q � A I KxAss �E iu. w,w ' sure ---I ��A H 1 I � i !� I � I 14-tr0 PN LMATE PWS W/ L 14-10-• PASMAIE PLUS w// roti . 3/3Y wrq NGT 1wlWbe �/E'• x 3/3Y WNW NUT WASHER • e I/4• oc (eEYONo) I Olt CONCRETEeLocR eoNaNYE I= SCALE 3/6--1 SCALE 3/6•-1- .� �?' ucEni'.•'�g 1 go i, No. 44187 FLORIDA MHO CODE (High Ve)oe HMrrlaano Zone) * 4Wa riteE4 ,NL .q 20 BADE BALVAMM STEEL STORY PANEL GlVrti W. 9'•, _ oF�s ORAL ITLT C O FFFeGLOBAL PROTCTIOiI4m SA I� TR• WWJ N t.•`., NMW 4nnW1A.�H RIOIt K4M)Sam N 78N Gee de.),s-e1n 20-176 AE EULpWAnNyEWl O-ssru NM. .,. On4tN► Mr Wa+a A DMIN, 0 •. PE ORtr T O M w a11nT loam MR AtNC11Ua /VR a Area 1W[ wMM SRtC60 PoII •O,NLAl1010 IRO 6a90 te. ANWWR WAwar a a Mws NILOINa IOWILA.ANRYOn 2Frc•HIe No LwAMA tNME DWNIICt AN IIOKAWe aN Its •I4M44WIIY •�+ 0-J a a a a ,A eL1NeRAt MR ED. the INw MYIHGUi6 aw tNct�ut nm1E5 AILHIWt 7MaNs r OtIUIIMI6 fPAuO NHOIY p/ 1CImYLE wart or+ w 6.1 NN1WIa fa TTR IIIOIM M M MILOIeC N�C'nal0. PoI1 TRMI OPB►BWN m r ,•OMaE 6FDtIC®- ,aS - WwalM aEWNm wa rAamlR 1rHru trm- a LL16 1ww MNMAY 6rrNe4A tNolaem FOt GCN AAEAWe tY►I a tMl Idaut a' at - l3I 610nESH WLD E-2 Hill SIdW PALL SYSTEM I. E-2 HANG STORM PANEL SHOWN ON THIS PRODUCT EVAUATON DOCUMENT (P.EA.) WAS OMN VERWIED FOR COMPUAWX N S•.1) 1WOAM DMMMDU OF TOM ANCHORS AND PANELMATE FEMME IO a PANELMAE PLUS N10 CONCRETE: ACWI MM WITH THE 2020 (7'W MMON) OF THE FLORIDA BUILDING CODE. BLOCK SHALL RE 1 1/4-. DESIGN WINO LOA06 SHALL eE DETERMINED AS PER SECTION IBM OF THE ABOVE MENHONED (DOE. 92) MM" EMBEDMENT OF 1/4•0 x 7/6• CALK-N ANCHORS SHALL eE K 7/Y INTO CONCRETE. FOR A YIUID SPEED AS REGLIRED BY TIE JURISOILTON WHERE THESE SLITTERS RILL BE NSTALLEO AtIO FOR A OgECFO1MLRY FACTOR Na-Offi. USING ASCE 7-Is AID SHALL NOT EXCEED TIE WOMIIM (AST.) NO EMBEDMENT INTO AIY RBWN MATERAL SHALL K PENRTED. 1/4- 0-20 SS SEWA.K BOLTS USED SHALL 6E LONG EDUON(SWU.D ANY FNKM LMTENJ Mo TO DESIGN PREMM RA7BIOS #WIDOW ON SIEE15 25 a 26. ENGAGE 3/4- Oft SCHDRS. ORDER VEINY THE ABOVE NN. ULTIMATE DESIGN WINiLT LOADS DETERMINED PER AISQ 7-16 BY 0.0 S FIRST A.S.D.OE 51eL1 6E FWST REDUCED 1O D. OEM RAID Lows n MaNLTPLYING i+EHN BY O.t IN OROEII TO LOAN ILA IN CASE THAT PRECAST STONL OR PRECAST CONCRETE PANELS BE FDU1D ON THE OKTNG WALL TO COMPARE THESE W/ MAX. (AS.D) DUNN PRESSURE RMOM NOGTMA ON SEES 25 a 26. ANCHORS SH IA L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KNI NG SUCH PANELS. AJCHORwE SHALL BE AS MDMONED IN a/) AND IN Sl IN ORDER TO VEMFYTIES THAT COMPONENTS AND ON T164 P.E.O. SI TESTED NOT OM 57gE A INCREASE N Al1AWABLE STRESS FOR MTD LORDS WAS B12L USED N THEIR ANALYSIS. iAS1E}ERS SPACING 10 W000 IMI4 BFDN SMANCHORSUSE M T r PA SEEN DETERMINED N ACCORDMICE WITH W.D.S. 2015. (C) A LE RNSIALLED FO UM4 ALL OF THE R�OAiEfAATld/5 AND SPECEI OKINS OF THE MC OR•S MOMWACTUR11- FOR IMPACT AND FATIGUWM RFSM AE HASRAT BEEN ACCORDANCE WRLI SECTION 162E OF SHORN PAMEIY HONED . D' REPOTWV THE ABOVE MENTIONED CODE M PER FEBSTRATIOI lES11b LABORATORY. NC. REPORT 12832. AS PROTOCOLS TAS-201, R SHALL BE THE IESPONS.ILTY OF TIE CDINIRACTOR TO VERIFY THE SOUNMM O' THE STRXWK WHERE SHUTTER TAS-202 AND TAS-203. PROPER ANCWRAOE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK 0OOKD 2. THIS SYSTEM HAS BEEN DESIGNED TO BE NSTALLM ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING. FROM THE OKn sum M= w/o THE USE OF A LADDER OR LIT. THIS APPUGTION IS VALD WHEN NSTALIATION 15 NiEIDED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAJ ALL SHUTTER COAPONENf EDGES WINRN REMAIN IN CONnN6JOA CONTACT WITH THE MAIL. M 10 PRIJ WWO/RNN NTRUSON. CAULK AND SEAL SUITFR TRACE ALL AROUND FULL 3. SERIES 1000 ION#4 K TO SINIL.E AHD DOUBLE IN1H0 STILE WNOQwS tw+E+ NSTAilATON K RFA1AREp TO a UDam PERFORM FTOM THE eKbE OF S,RUCTDIE FROM THE OF SI L 11 STOW PANEL MLSTM1A7gN SWILL COPLY IwnHI SECS TIES ORAWNG PLUS ANY BLWDNG AND MINING 4. SIRES ' OOD NSTALU110N S APPUCABIE TO SIIOLE AND DOUBLE HUNG ANO IIORIZOIIfAI SLWEAS STYLE INDOWS WHEN MAIN REGUI,ATIORR PROVOW BY THE JlRiK01C,ION WFE1N PERYR K ARR+UED 70. OWNMATM K NDMON4 TO BE PERFORMED FROM THE MM OF STRUCTUN. 14. ATRIUM WIDOWS AND DOOM NC. E - 2 HANG STORM PANEL SYSTEY•• K FIRM F'ObB10. 5. ALL MAW" DffRLMOMS TO BE 6063-YO ALLOY MO TOPER, (UNLESS an4m sE NOTED) 15. (0) THIS PRODUCT EVALUATION OOCIaEFIF (P.ED.) PREPARED BY THIS EM.TNEER 6 OEPERIC AD ODES NOT PRMW INFORMATION FOR A SITE SPEL:O PM ECT; iw. WHERE THE SITE CON01,1ON$ DEVNIE FROM NE P.E.D. S. ALL ALtAIWLM SHEET METAL LKED AT C.OBLCXlINS SMALL 1fAVE 3105-Hti ALLOY. (e) E FOR . IWTE N INCluOIb LEE SAFETY OF MMM" TO BASED 7. ALL STEEL SEEP METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A- 53 DRAW 50 Min., CALVAN= STEER THIS PRODUCT N THESP.Il PRIMED E DOUSE T HE/SEE DOTS FROM bEVNTE FROM THE COPDOgNS OEPARED ON DESOIMIION W/q- Sa5 IMF (A►TER ROLLED). TALK DOCUMENT. CONSTRUCTION SAFETY AT 511E K THE CONTRACTOR'S RESPOISEati1•. CT S. ALL SCREWS TO K STARLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION INSTANT COATED CARBON STEEL AS PER DIN (a) THIS PRODUCT EVALUATION DOCUMENT WILL BE QONSDERFD WWMD r MODIFIED 5001E W/ 50 h1 VELD STRENGTH AND 1D MK TENSILE STRENGTH a SHALL COMPLY W/ ROOM KKDORD CODE SECTION 2411.3.3* (c) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RE'GMEWD EN66EEA ON ARCHITECT WHICH WILL I. BOLTS TO K ASIM A-307 GALVA M STEEL, OR AIM 304 SERFS STARLESS STEEL Ill 36 1 MWWJ YEW S,RENGM. BECOME THE EDIEEB OF RECDRD (EO.RJ FOR THE PRWECT NVD TRD WALL a RESPONSIBLE FOR THIN PROPU USE d' THE P.E.O. EN6IEflt OF TO. ANCHORS 10 WALL SHALL BE M FOLLOWS: ACTING AS A DELEGATED MOIMR TO THE P.E.D. EjGGW . SHALL SUNRT TO T+eB U17LN THE SIZE 9PECFIC GRAIAWIGS FOR REVEW. (A) TO EY67eC PO�txn Cer_v_•PeHe. (4) THIS P.E.D. SHALL BEAR THE DATE AND ORIORW SEAL AND SO UTIE OF THE PROFESSIONAL ENQMEER OF - 1/4'• TAPCON MMM AS W"ACnUREO BY LT.W. BIIEDEI, INC. (AWN. re:-3162 ill (FIORD THAT PREPARED R. - 114' • K 7/2. GL1FDt AlIC110RS, II MAU PL.UIND H OflEALT NC. (MIKACLU FilED BY 0 P.LL) - jti-10 PANE1MAlE fE1NLE IO a PANELLM7E PUA ANCHORS, M YAtL1FACTURED BY ELCO C0N61BLgT10R/ PRODUCTS. It STORM PANEL WNUFACn)RM LABEL SAUL BE 1OCOEO ON A READILY VOW LOCATION AT STORM PANEL IN (re-3350 Psi) ACCORDANCE WITH SECTION 170I.S.3 OF RAMA BLALDIND COOS. ONE LABEL SAIL W PRICED FOR EVERY OPENING. LIBELAIO TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUKDM COOS AI) We" DAnWW OF TAPCON ANCHORS INTO POLNEO CONCRETE BALL K t 3/P NO 2' FOR PAELAWE FEMME D A PWELWTE PLUS. A2) MINIMUM OMMOMENE OF ,/4'• 17/B- CALK-N ANCHORS SHALL BE a 7/e• INTO CONCRETE. NO EWEDMENT INTO ANY FINISH MATERIAL SMALL BE PEMOM. 1/4• 0-20 SS MLVMX BOLTS USED SILL BE LONG ENOUOI(SMXRD ANY FINISH MATERIAL ONO TO ENGAGE 3/4- NW ANCHORS. A3) N lA6E THAT IRECASf STONE, PRECALST CONCRETE PANELS, OR NAAFIS K FOUND ON THE E1tlSTING mEl OR � '�VCEM ••�••':� FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE K AM SUCH PANIJ NCK)RAM SHLL 3`: BE AS MEYRIED N A1) AND N AZ). •'•L-- ND. 44187 (B) TO DUSTMla mMNCMMTP M. t * * i Tt - 1/4• • TAPCON ANCHORS AS MHAWWfURM BY I.T.W. BLK= INC. FLORIDA RWLDIHB CODE A VelocityHurricane - 1/4' 6 X 7/6' CALK -IN ANCHORS. AS MANUFACYLPO BY DENALI INC. (rtn-1500 p.•M.) - /14-10 PARELMATE FEMALE ONO PANUWTE PLUS ANCHORS, AS MANUFACTURED BY EIM CONSTRUCTION ��'•. Ay c20 ieow Wnwo. Na OW ( V STEEL 41018E PANEL I PRODUCTS (Iln-26M1 ill .. .... mu PANEL 1 INTO POURED CONCRETE OR CONCRETE aLnr_r �aIMW row 4 1- nM""LiM�s 111 I Fa 61aT a T I W iA6 ' T w N OLWiAP i 1 I L � I , L T rN LYaL I x 1 I L I .__ aw100[ L• p•op.IN� ANalols wLLL AND HH 1NST• a •� - ^ SCALE I g AIM", 6 PaFIG11010 ABLwOORS FOR HO[ or A 1M r r m1NaYR(Q�La CAI 61®a ISR aR .L �1 701N FaIDNwNN mE a wm tt mP a eDTa trO1AR4Ne r0 s Icomom s GK ANY wo To NO ANY Ed - ION OVAU HET 36) ON • _ s �WralelW 4WWwM1 - Y•"aeW'''e4 N N N � ca- � O O C CU T3 � O VJ O O ca- O 2W O L L2 OCD LL a O (n a � C E T.. - INSTALLATION SERIES 2000 AND 1000 E-Z HANG STORM v J O U LJ.I Q Z Z Q J f� SHEET N0, SH 1.2� Ct SABA• MN, TICK EDGE CIVJNM am AM M633 TYD. , amm 6o m mum IBR�• -ORAL A 0-90 DMLV. 401 E0SE ,-------------- ----- y�. Q STORY PANEL---------------- O[TA6 A PMnS SMALL K 001ALLM ALMAYS iMTINO (9CL� TO pA08 COMOOIOM 9FCt01Rm +9Lls -7a.3 70. OR ums 2 9/1r BOLIM • V. 21. 3•.. 1Y. 2Yr t 3Y1 +am -79.3 7r OR LOSE 2 7//' MOLYm • . t ew WpL1W ,/ ,/41-iW/�7uf. n,S. W WI1WAtI AT wcLWM . wR w - ISWarW «. 3 x•,: Y I .Il .•al al 1G •ML ,:,> , SD. tAPOM ANano !WOKS FOR L D. 3 1h' - API4IWU TO flCT101e 6 • •n' WINES wmm mein. tAMIH 1' OA) NM ;(. t7P00• rAtN1�11 pmnAvn raw" 0 AeoAm PUB TO COIo16E W C011OIEIE ro oo4DenE to CCK"Cim 12' N/A 12• N/A 12, N/A 12, N/A V t 2• (TOP) it' re 1D' 3• 51 a 6' 4• 1• (BOTTOM) Ir r Ir a" r 6• r Ir 1 OMt) 1amm++ N/A N/A N/A N/A NIA NIA 12 1/2- it' 2' (BOTTOM) 66.0. -7a.3 7' N/A 4 1/2' N/A 4 1/2' WA 4 1/2• N/A 3' (tIDP) 70. OR LESS 12' N/A I2' N/A 9 1/2• WA 9 1/2- N/A r (BDTTDM) 12- N/A Ir N/A 12• N/A 12- N/A a (TOP) it a 12• 9 1/2• 12- 11- 12- IT- 4' (BOTTOM) W L M A SRO W. A.S.O. OEM PNMM MTta A MCI SBET SO FOR MONO• TYPE ! SWAM MR IAr4AAMM IMM WONT fwAt M9mM� VACNN A0 momM ow INSTANCE Am POLKAS® ON im VM40LILL FOR EA UM THIN M CaM ON SM UUt PWJCE ALTMI 9FRCM 0 YIILMLVM N,CNC SHORN ON smnu 9Y *9 FOUAWC FACTORS. FOR MI6 OPOWICN 10 aE POIR»C REDUCJm SIGNS OBm= IBM FACTOR SMAU ROTE K LM TIN MOM" SPACING ■MOOED FOR VON AVOIOR TYPE A MCHM Loam Nip=1ME 1/41 1/00 1 1/414 1 1/41. TIIOBW OWK-N ne MOO WROW 9W 3 a 3 t uv Ote{Ato aesesA 10 f A 3 3 �R m RIp011 r Im im As 3 U tm let R + REOINEB Mee. o=A c[ SEmem DwYou OF PAN& I �„ AND ($ To BE 112' 1 MNL I I ++ amp Mea, owmm 9 Tom Borrow Or PANEL � NO ® 70 Si 3/111' 3/Ir MAIL Bumme COMPONENTS FOR REGULAR UFE CAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-11 (TOTAL ..-- --------- I 1-- �-2.10r---mot ,2.a00• (mEA1WE rETH)- - I f .7a0•T-- ANODE ---a OMEmt/4• Ix 1/r (TYP.) ----{ I .tY .120; OR • it 11r = 20• P OW K K40MM .I14o• - f.67/' ♦ 1� E �, 1.016• LL '� FROM AT morn IVY THEE OF PANELEL 2 •HO HEADER 3 ■F' TR= O 4 ANGLE WITH STUD AINEE I Be UP, PAW Gk%vxm am JW W% htnWWRD Eao6 - - P mam -W 64" �G•os• e?= ' *.270' ' 0.e2_5 f� 03H 02wo r. DR 2.2w ISOMIE11M ViEW 1141 ♦ ',aT•. 2Tp --WNa ROUNDED CORNER • ENDS OF PANEL'S .37r---•+ DID LIP w/ HEM O EDGE..t2r (N.T$) _3w -' m�OLE OF�ME1 2.300 r 'LOST•. O KEY HONE WASHER 3.790• (Tr►.) '�' 31OSY H MUM. ALLOY © KEY MOLE AT PANEL-..7Wo•,-- I -i *Su SEE 6 FOR ADOI11ONw 2.12a' „ T,�.,F ,B1Y LELRATNXa r S.m uwm a I _ 26' �U10 MIND "19S' 12r 2. R -1 -2.5w tell ©7 REV. •H• HEADER ®,•�• HEADER O --I' MNV. TO ®SLEEVE 1 VAX. J �Ar.MF ���L ��MA/��•p S.ODD•-_ s0/f- AUOY � 11 ■M�JOmiO � GCOaem76ETR �4• p A. 71(�r (, 1 f 4• wIDE� (USE ONLY FOR E-Z HAND STORM PANEL i Stt• ,M6• --I; Aw .470' 276• ', �-- 3: ' VCHI►,�c•''•.T SYSTEM) 6G63-Te ALUM. ALDY 2. Lsi1 Y t i I ,23' rm' ,20, o6r ( rm.)SEE 9UPI nNs 1® BU(9 BUILD -OUT •F• TRUX @ ® S (tANAG 3 KLOY) ALTERNATE CONCRETE ATION CONCRETE AUCIIORS T saEDEoN E%Is1IHG POURED COtORErj_ () SCHEDULE ON E706INq POURED aDNCREIE__ I •ERs 9 T•WOH 10) OR CONCRETE OU)CN �I SHEETS 9 redoes" 10 (at BtOdc 1 i REOLMIm. y LOCATION LES CONCRETE TE AD EXSTUD FIRMED i-•---fD. ATfO CONCRETIE Iwptle'..-� SLEETS 9 T#Omxm I AWN 141OD1 I..-�./4-.)Iffix CONCRETE A�D/10Rs_� i r•w--i• i9mDOVaU t/T• 1 t-fa (SEE SCHEDULE ON SHIEEIW 9 THROUGH 10)PANEL LENGTH 1� , pn• -i Ei7. 1 �(Sm $OHM t 1 ( TO o"u•s. I F I FACLRv --- 1CIEOIXF 1. _ Aw 70 GLASS. 1 u4Y-3o.,• �(gE SCEDUAE ,/4T►70.1• 9 t to� m I1461 1 rT L ON SEET 3)SPACEt ANEL LENGTH � -- -_- L ,m sNL9. U SCff1t DI [ _-`- -�_- ; OW6 AnSEE SCEDULE (- _.�- -- I ON BEET 3) 1- ON SENT 3) ASEPAPAITO CLASS, (Six sock" ON BELT 1 11 OFsox 1 � , ; 1 _,_•, 1 ``'(t,' �,� SPACER 'JCR LENGTH Mr Of MAIL B 0 I +/4• ILa AOAKaETE A4aMORs CONCRETE SCHEDULE MORN I ETE . \ OF WALL OR SUE (S Em O, T RO G 10, v SHEETS 91 mmum 106T- 9 22 Ilr LOW ELMOMESIGO ,,MAY • aC FON ® p/4 T. CONDITION) POURED CONCRETE CONCRETE BLOCK EXISTING POURED tONCRETE� PE,��.,� PANEL Cow IT AHCHON,Ri,� i REGUMED. OR CONCRETE BLOCK sNHIEETB 91 T19000HO' 10) I I 1• MAX LOCO KUWA L F1 ON e ------E,p,--- D m & (SEE TABLE It ON a/EETs 9 r ro.) SECTIRM 4 M3/- SCALE ,' saLE 3/M1' FLOOM BULDING C High Valowdfty HurTleanl Ze" .44167 e•r0 TANK •L 24 GAGE GALVANIZED STEEL STORY PANEL F.P. ohm *: * :* N' NOTE FOR C.OIIBLNAMON OF Si•"T S• a/V/ww E.D. - EDGE DISTANCE STATE 0 ' IL E C O 1Me.GLOW PROTECTION PRODUCTS. LLC. DwF (SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN BE 9or• j1'i0R10T`: !L��� M0°DAW�.i�SaHs SHEETS G t 1t» COMBINED N ANY WAY TO SLOT ANY •. �G / R-aI�W,A+NR s•A4 20-175 INSTALLATION. �Q ••• E w�. PRtN� �_0.1 m-inr P.nME BN)»h n. AVID W6F)I»-tl27 LII-1 NR '11Y.m A IWUT Jr., fL STINT 9 a 16 INSTALLATION DETAILS FOR SERFS 2000 do 1000 INTO EXISTING WOOD STRUCTURES 1/4//-02'LAD . r 0.G w/ E-Z HANG STORM PANEL C17 1/4•e LAD scwn 0 r o.C. W/ 4.=w" jo/bt67ND. w000 HEAC . / S_ �- ( .• Ya' wDOD movao •7 Rql I Ilr 1D/a TMEADED PEAEIFATIW1 ro TXRTN9 wa9D HrAOER. 4 can{ 114.1- SAA M ON EDGE •©oenL O t t• o FA 0a 1 1 •EAeaDv® X , 4Y LAD scram 0 r at. W/ (SRN DETAR 1/24 NICE IA eao{D I �� (,,p•) 5 6ppp p�p i +AP6D'YM07nMn. POP"A"4 b OF EWN D �14a/• w.a W EA. 00 OF E ILO ABED (M OVAL L/N t 11 ( �I. I S 1 4'N0IT IA Saco ep•N IAO SCREWS 0 r 0.0 w i+i 1 a PIN a SUMS 20M OR 14- 00 MNAMAE PLUS w 3 9 1r Nl.. ( - I i lw3rl4' IiNND 1/ 12- 2 9/16' if.. IMPAIRATION To CLAW . i r � W 'x / 1 ef-20r3/e 1 T ax \. i CIO �) jI °� ! I IY PAIEU4ATE F1BM{[ D Cant 7R�Vrl�WE PDNEMTtaMO a VY oc nw. •� �• 1mm0 fflErMttON . 1>/ • wi �1 OD f1A7E~AEOIYMD INKALwam MT Olt a+ ma SCALE 2"W SCALE 1/4•"1- AL.TERNATVE 1')W SCALE 1/4--1• Som 1. INSTALLATIONS S ARE ONLY VALD FOR 91,11,00105 WWM AA.O. OESOtTUS LOAM UP TO +ftO. -79.3 M AMC PWEL'S U MM I* To 3•-lr. 2, � wNLDr. aWOOODD Ill 9Y� Y a, o OR E'OW.. To KsOURERN 8 .nl. ,.. 1I®E 00P (� ,000 OR POMP M'wMLIAl10N 7YPE7KE ON S9FYg1(.p A�90TI�M.A615N ON AS ow-W -Imam3� A�AVTO TOP t BOTTOM MIXNI►AS 1',AN K COMMWW N ANY TD SUIT AtY I57AIAA0N. BOND 1/4' . I - NOTE : OWM TSMX6 MOT DOW FOR CLAIM MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) 0 MAXIMUM ASA PRESM MAD (PAS.) (+ er -) 1XIIMORM t WDW OWALA70WS , b M 20.0 1r-1• 12•-0• ale F:-o• rr•-r .TRIO /1'-e• 10-e' Jac 70-r0' to, 0• 400 to'-r* !•-4• 410 D'-6' r-a• Sao a=r r 4 $o Ono r-r r-r me a-0• r-4• no r e^ r-r no r-s r-ro• also r-2• r-r a" r-o• r-a• too aa• r-r I100 e•-s• ra• to" 9•-d• 3*-ti• roso e•-3• r-r it" - a'-s 11&0 - r e• rrae aa- V4Y LAD emn 0 9. O.C.w/ Ilr tsa TMKAM P09MIMM ro CCWM WOW NEADBR. tAfA. +/4w 4• Nhl + P.C. 4 Can1 F14A1- • 4 00 OF (SEC PETAL 1/24 0 REaum �LJ L3 � ±f4i`��asY�isa SAW. 1 'ROE to eBA01T) ILe , 4'k•2p3/a• M.S W/ 7he.3/32• Gast NU f Ir oC '� LA6 SCSI$ • r O.Q W/ 1/4•e UO 3K».s 0 r O.C. W/ r2' Wn. MIWALED PWETRATOII tNH (21 2' MONOM I IBn tTHWADE0 PENETRATION Or PLATE OOD - VAL r.4• WMt n ON FORA PLAIT PEOUNED MT Z J{2MAOMrsa{NLA ALTERNATIVE SAKE 1/4•.t- 1/4, 3/4. 4/5. 5/5 t 6/5 CNEDIILE ONLY FEN! Ka" STOR11 2/4 1 W/6. 21111/6. 3W/7 At 4W/7 RETIE. CONCRM BLOCK rt WOW W r VAX JY1d'sIEEHs 9 t am -__r MAXI r MN, , A»L END WITHTBACIfS (31. _ O ta) RDD]FFlRi AT Qtk O O D.M-0. 3O. 4.,-T�- OVECT MIOIRIfEO AT LAM DWO MAXIMUM PANEL LENGTH L+" OR "L-" (ft.) 0 MAXIMUM AS•D' OEM PREBWJK PAYING CONCRETE t WOOD PA7ALUTXN6 t 2" 141-4• 1 rr-o• 200 7r-101 r1=r 3a0 tl'-d' to--r ,LLD to'-1o• 01-91 ARC !'-.• 1'-t' 41.0 9-7 • r-r Sao a" 66.0 r-s• r-2• FDA r-So l-11^ MAP eao r-0• e•-s• to 93o r-r 3•-Ho• raao r-3• a•-r tO&D Imo rrs.o 4'-7r rr9Jt s'-a• MUM POMM LENGTH (IA) MNMN sE wwm TO CUSS st mmw WIND SEED 4 170 .n." WIND SP®> 170 WLp.h {IItl1E81MMNm RtS7RANIED IINRESTNId1FD RESTRAONm 30 OR U33 I. I. r 0 1/4• >33 TO 90 1• 1• 7 I/Y 7 1/2• >s0 TO 145 1• r 7 t/2• 7 1/r >tD 10 1 1• 1' - 7 Ill- seeks- .4!uMAA h-1 r A n u u WUIPlun PV ftmf1AA Col EIi®®0®0� [©]E�®®Dam [+i]l" 10 Fr (1) L+: IAtIMLIA L : WIC ALU W PROCEDURE • VAX A Fast 001,111) PANES w/ N-la ' (� M SECTIONS 1WW • G aVFAUP L l - 1- -1_, _1J I 2/4 1/4. 3/4. 4/5, 5/5 t 6/51 ASK, 1 1010/6. 2W/6, 3W/7 t 4W/7 AL CHM (SEE sa1mUE am &SETS 0. 10 t11) REGULAR STORM PANEL G7 ELEVATION 1/4 Me W2Aer N.T.S. Ow O. w "1 NDE wum �I 3(03 jrij1L /_II. i BELOW FOR WN PANEL LDWH FOE HOME V• CAURCRIOR NO WOOD ARE UNITED 70 A 06 µt. MAX A.S.C. CUM PKSWK RATING ZS 9, 10 It,1 FOR MN. AAO. MM UWS t Wit M a LOW4 PLR ' s , SPAWN w is u5m. 44167 `m0 WL 24 OAQE GALVANM STEEL STORM PANEL ORa IU Ht It of I L E C O 1»6. GLOBAL PROTECTION PRODUCTS. U.C. ' ,F � RID► Q,� /yAp� 400 ILO 6, WOW MM FL 33314 J! w"".. A. . f o NOIW 9Nim 7aA mA UwA»-nLT 20-175 �'• Ch 0»M { DRM■Np Mt H,t. s. eat WIWI A ,f. a wfumi uQf 7 7 N INSTALLATION DETAILS FOR REGULAR PANEL (I INTO WOOD STRUCTURES __ WOOD AIICDRS - N � SCHEDlAE ON /'.{1 L .w20F/IW NL79 �ONOI W 3) / i SfIFEt 11) Zi7J wwwW ! , •61/r INC. - am Put MR WTOODARP\ \ '.-lLJ It � MOOD ANCHORS t i 1 13CMm'UR[ (SEE SCHEDULE ON -.. 1 �� - ON SHEET 1 FUR 1/4. / SPACER SLEET 11) k ; 1 BOX MML 1/2• Or t' 1 - R MLL L Wool) Y` REQUIREDj I m, ----- 1 T. f - ---- 1 1 m -.' =•' 1 , I • 1 I , t• IONIC ALL$*" SPACERS a 12 1/2' I +I H I " I) IS i ! SOX,EE NICETAM ON EL BOW INt o 1TO)S FOR 1 1 I I SEPARATION j "V MAX 1. MAX I: 1 1/2' LONG SUEEVE'a. GLASi PANEL LE MOTH POMM LENGTH 1 (SEE WHOM 3) 1 - -PANEL COTE HEANtE D OR PANEL CORE 1 ON SHEET 3) ON SHEET 3) L _ ._ _ -__L _ ON SHEET 3) ! I •, PUG EWES SCHEDULE ON 9EET 11) �. L... .. .._A 4 WOnSI• ;.. w 13r - 1 ppSIyPD ' tog i I PATE ILIL RE�OUM 1 SHEEN 3) DIRECT MOM w� SPACER � li L--_yA_-- j 'k i ! ALTEttl, ITIM 2MYP SCALE 3/W' rr 111 S yIf S� t-_ _ /I • /2 1/2 O.C. SEE/ t yUO. A3•TD DELOADS FOR 7HB4 RPSTALIATION, OF 1' i S 1 EO �j • 12 1/2' O.C. WOOD ANCHORS **, sv= mD W/ ww (SEE SCHEDUUE ON VAtR SA N I I/2• Lan F. SHEET 11) (1) IMUAnN a LMO ID A OK M W 9AI WITH tr-r 2 .4 W000 #MDR 1 I Islas i I!' RIt MY -° �+ \ f OULM MEMW DYI90N9•r Iam®Ro typpD ANppR$ I `` STWGEwD W/ STUD I• WRL Mw4A MN 10 am NOIWu® I -1 Ne � ACNRw atn4 Wnu Oa00NN M WR F0w[ n tR W _ ON 2RIQr 7 NNA t MImIFLTA W Vr Aa TE BW�O• (SEE 9C/IEDtR.E ON Np1Iq ANWE IDMaIWq OeNlsaos AR[ t-- IIYtt SMWL m MAMIM a 6 1/r ac I CDs me it I/ , SEE! 11) OOIPim STIR! >� 4 RpesOnwT PRAM 1Y 1/r OC, 9FAOIN9 AUOMD 9■ ") An Wq•OW -ft -0 (3) SOL 24 4MIKBaFAIL N LUNIONMMn 4 R1, t1AI0NO= 2AAn1 Wi01A0M AWAUaOt0iMD 6 __-•'_ W. p1 (2WOR2StlY Mesa. 2AN tWALL 0TN6ALTERNilg MOUNT low 113 �I (N 1 Ih• WW N,O01 COMMM NA !KL K Ali OXMAM 00 WALL Up�y(D vAmAA R6 2BMApa OLY _y_ �_..__pI_- - MOW conm no PONE WLL SCALE 3/M1• SW0 a I=LAIM w I 1 WIn 1M M SA OILY WILDPR wAo Mn . 2 13 A OLIOM MY ANY OAF9a1�iOpLR71A� SCALE 3/B-1- (e) NN TT Ww OILY TOIL me >m AND THE 7028 (1MM ®I1ON) OF7N RDIWO eWLW 1. 2 a 3 FEU ARID E 12I/-OL FLORIDA BUILDING CODE h Wel NWMODno Zonal NOTE FOR CamYNATXRI OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. ?• No. 44167 '; oW itum WK. 24 BADE GALVANIZED STEEL STORM PANEL F.P. DESIGN PRESSURE RATING (p.2.F) AND PANEL LENGTHS i * T * : * pLra N, 70P t BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE PROTECTK)N PRODUCTS, LUG. a/A/om IL E C O ENS. SAW: O INSTALLAIIWI. F III " (GRID 'mCOALL FL 2. FOR NEW WOOD FRAME CONSTRUCTOP WOOD LSAT aA..a>r 14�e.A■■aR 311 MEMBERS TO BE SOUTHERN PIE No W/ SPECIFIC S%,....•'• l� w.. , I,INw ��90 O'Nse PHOW. dNMIs-7w FAA, (W)WO-GM 20-175 2. DENSITY OF 0.55 OR EQUAL. aA-m2au a+ .R ORenn ft WL/O1 A .W. ILFm9 1 1 1WQI { a 19 GENERAL NOTES Nun 2m Miami {■ .6R fYl7Y ! MIIO .tb». MWWLK (C) LO 4'11[ISDAKN If1000 fAtlIL 9PMF= CRIAM O " OS6 sell 1. $TOTEM PANEL SHOWN ON TH94 FOIOOUCT EVNLW7,ON DOCUMENT (PLED,} WS BFFN 1MEa7E0 FOR COMPLIANCE N ACCORDANCE - 1/4Y TAPCON ANFANORS. AS YNRIFACRlRm BY I.T.W. BUE)EX. INC WITH THE 2020 (7M 101110004 OF THE nOtOA KXDM CODE. THIS SM M PAIEl WALL NOT IE INSTALLED AT HIGH - P14-tO PMIEUMOE fE]WE 0 AND PMIELANIE PLUS MODIRS, AS NAIAAACRIRETI BY ELCO CONSTRUCTION PRODUCTS_ VELOCITY FWIITOCANE 20NF5 (MYTH -BLADE / BROWMIM COLRItIES). - 1/4Y LAG SCREWS PER N.D.S DESIGN WIND I&" SHALL K OMTFFNIEO AS PEA SECTION 1600 OF THE ABOVE WIVIVDNm CODE, FOR A SAW WIND - 7/,aY A 3/6• WOW MM". AS DMIRIDUIED BY ALL PONT SCREW. GMT At SPECIALTY W. SPEED AS REOUI.D BY THE JURISDICTION WHERE STORK PANEL VOU BE INSIAUM AMID FOR A DISIXTONALDY FACTOR KD-0.65. USING ASCE 7-16 AND SMALL NO EXCEED THE NA%YRM (A.".) DO W PRESSURE RATINGS INDICATED ON SHEETS CA) MM" THREADED PENETRATION INTO W000 OF TAPCO/ ANCION'S S AU BE 1 1/2• AND Y FOR ELCO PANELMAIE PLUS 3. 9 THIN 12 t 17, ,t AND PAIELNYF FEMALE 0. N ORDER 20 VEINY THE ABOVE CONDITION. ULTIMATE DESIGN WAD LOADS DErOMAM PER ASCE 7-16 SMALL BE FIRST REDUCED TO ASO. DEIGN PRESSURE RATING BY MULTIPLYING THEN BY a6 N GOER TO COMPARE THESE W/ MAX. (AS.o.) C.2) WAN TNREAOED POI MT10H Or LAG SCREW. INTO THE WOOD FRAME UN7 SHALL BE 1 1/2-. NO DWAGM DESIGN PRESSURE RATINGS MNDICAEO ON SHEETS 3, 9 THRU 12 • 17, 18. PENETRATION INTO STUCCO SHALL SE CONSIDERED AS PART OF THE REQUIRED THRFMN PENETRATION. N ORDER TO VERIFY THAT ANOg ON DO P.E.O. AS TESTED WERE NOT OVER STRESSED, A SA INCREASE N ALLOWABLE SRESS FOR WIND LOADS WAS DOE USED N 7" ANALYSIS. FASTENERS SPACING TO WOOD WAS BEEN OVUM" N C.3) OPIUM WCE DIWM E OF NAG SCREWS, INTO WOOD SHAM K AS INDICATED N THIS ORMIM ACCORDANCE WITH N.D.S. 20M STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VOWI D N ACCORDANCE WITH SECTION 1509.1.2 OF CA) MON" PENETRATION OF WOOD BUSIED SHALL BE 3/9•. 1/4' 0-20 SCREWS USED SHWL BE 1 ,/Y LONG MINIMUM THE ABOVE MOOMM ODE AS PER AMEPoGAN TEST LAB OF SOUTH FLORIDA REPORTS #011401-01 AND 00219D2-m. AS SHOULD STUCCO L011i AND I' MM M FOR WALLS WITH NO STACGO. PER SSTD 12-99 At ASM E 330-M STANDAIM. AND AME»CMI TESTING LAB SOUTH nAMA REPORT P1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ sii 1004 OF THE c.b) N CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS BE FOUND ON THE E'IOSTNG n.oam emom CODE. WALL ANCHORS SlWL BE LOWTo REACT THE MAN STRUCTURE BE M SUCH PANELS. ENOUGH M4040PAGE WALL BE As MENTIONED N CA). C.2) t CA) 2. ALL ALUMINUM OCTRU7Ol5 TO BE SINi ALLOY MN TEMPER. (UNLESS 0114vi NOTED). SEE SLEET 2 (0) ANCHORS $HAUL SE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFMATIONS OF THE ANCHOR'S MARIFACFURER. 3. ALL AUJW#M SHEET METAL USED AT CLOSURES SMALL LAVE 3105-N14 ALLOY. 6. PANELS MAY ALSO BE NBTALLm HORMONALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THNOLRN 6 (SHEETS 4 4, ALL STEEL BEET METAL PANELS 94ALL HAVE STRUCTURAL OLALITY STEEL. AMU A-653 GRADE 60 1AEALM, G-60 GKVAIRM THROUGH S) IXCEW THAT MODEM *(p SILL NOT SE USED. STEEL DESIGNATION W/FY. 922 MN (AFTER ROLLED). 9_ IT SMALL BE THE DIY OF THE CONTRACTOR TO VERIFY IfE SOUNDNESS OF THE STRUCTURE WHERE SAtrtEA 5 TO BE S AL SCiEWS TO SE STAINLESS STEEL. 304 OR 316 AS SERAM OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHEDTo MOM PROPER ANCHORAGE. TARS SHUTTER SMALL ONLY KATTACHED To CONCRETE. BLOCK OR WOW FINE ScaleSte W/ 30 W YIELD STREHCIN AND 90 HpM AND SL p TENSILE STgCWCOMPLY W/ FLORIDA DA BL*DM OE SECTION 2411.33.4. 10. EACH RECLEM STORM PANEL WITH LENGTHS OVER 90"• AS PER SECTIONS I, 2. 4, S, 6 AND KTp9A7P/E'S 1W. 3W t 4W ON SHEETS 4. a• 6 t 7 RESPECTIVELY. SMALL HAVE A LEGIBLE AND READLY VISgIE M/Nf2N0 YYCATTRIICTNG OWNER OR TENANT TO 6. BOLTS TO BE ASTM A-307 COLA# D STEEL OR AIS 304 SU4CS STAINLESS SEEE., WITH 35 k.1 WAWM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT OLMM P84M OF HURRICANE WAMaLG- 7. ANCOR$ TO WALL SWL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SE44TACK ALL SRJTTER COMPONENT EDGES MICA REAMN N CONTINUOUS CONTACT WITH THE &IDeD TO MW Ww/TENT NLNISION. (A) TO EXISTING EMMb„Ggibli - 1/4•0 TPPCON ANCHORS AS MANUFACTURED BY LT.w. 1ADEX, INC. (ban. (`e••3192 PALL) 12. STORM PANEL INBTALLAMN SHALL COMPLY WITH SPECS OWAIM N THIS DRAWING PLUS ANY BUILDING AND ZO W REGULATIONS - ,/e P A 7/r CALK -IN NICtOM. AS MMNFACNRIFD BY DEWALT W. PROVIDED SY THE JUMAD CTON WHERE PERMIT IS APPLIED TO. - (w . 3/4. 5OL10-SET ANCHORS. AS DNSRIIBLlIEO BY ALL POINT SCREW, DOLT k SPECIALTY CO. (Wn. Y 13. (I) INS PRODUCT EVNA XIM OMSOff (P.ED•) PREPARED BY THIS ENGINEER IS CENTRIC NA DOES NOT PROVIDE 91F016Mim - j14-,D INSULATE FEMALE 0 t ►ANElAYOE PLUS ANCH10R5, AS MANUFKTIAIm er ELW CO1f5TRIJCtION PR0011CT5. PMEL ATE' FOR A SITE SPECIFIC PROJECT: i.e. WERE THE SITE CONDITIONS DEVIATE FWOM THE P.EA. - t/4•* ZAMAC NALIN ANCHORS. AS MMPUFACIURED BY DEWALT. INC. (W) CONTRACTOR TO BE $IMPOSSBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SITTY OF THIS PRODUCT Ai) W MAIN EMBEDMENT OF TAPCON ANCHORS INTO MM CONCRETE 94" BE 1 3/4% 2- FOR aco PANE,WRE AMCCONSTRUCTIONBASED ON SAFETY DPROVIDED AT SITE IS CONTRACTORS DEVA� CONDITIONS OETNLEO ON T14S DOCUEEM. 1 3/4• FOR ZAWC NWLN ANGNORS. (c) INS FWO = EVALUATION DOCUMENT WILL SE CONSIDERED W" IF MOORED. A2) CALK-ft t SOLD-107 ANCNONS SHALL BE EMBEDDED 71e Nro THE POURED CONCAM. NO EMBEDMENT Nro STUCCO SMALL BE PERMITTED. Ile *-20 SCREWS USED SHALL BE 1 1/2' LONG W MUM SHOULD STUCCO EXIST. (4) SITE SPECIFIC PROJECTS BE CTS SPREPARED BY A FLORIDA A REGISTERED ENGINEEROR ATECT WHICH WILL BECOME THE AND ,' W WAN FDA WALLS WITH No STUCO'O. AND MAY BE WMED SCREWS ON ALL 71#EUmm SCREWS W/O //ENO. [WONDER OF RECORD (E.40 R. FDR THE PRECST MID WHo DUEL SE IESPON6»LE FOR 111E BUT wmi wNG NUTS. PROPER USE OF THE P.ED. iNgMEfR OF REC010. ACT91C AS A DELEGATED ENGINEER TO THE P.E.D. ENS, SMALL StI TO THIS UTTER THE SHE SPE M ORAMWGS FOR REVIEW. A3) IN CASE THAT PRECAST SCONE• PRECAST CONCRETE PANELS. PAVERS. ST DOO OR WOOD /aARDS BE FOUR ON THE DOSING ABU OR FLOOR, AII04M SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE OD" SUCH PAELS. (0) THIS P.Ea WALL BEAN THE DATE AND OR M SEAL AND SIGNATURE OF THE PROFESSIONAL AND40MM SHALL K AS WWnDNED IN At) AND IN AZ), ENGINEER OF RECORD THAT PREPARED IT. _ 14. SHUTTER ILM6IFACILMM'S LABEL SWL BE LOCAtm ON A IE401Lr VOW LOCATION AT STORM - 1/4' P TAPWN ANCHORS AS 3WN6ACMED ITT R. 7. W. BIXLDIM NL PANEL SHIRTIER N ACCORDANCE MTN SECTION 1709.9.2 OF FLORIDA DAUBING WOE. ONE LABEL OPENING. L40ELM TO COMPLY WITH SECTION 1709.9.3 OF THE - ,/e P e 71W CA&AN ANCHORS, AS MANUFACTURED BY DEWKT. INC. r � 6lILACEDINCFOR �EVERY - 1/4.9 X 3/4• SOLID -SET ANCHORS, AS O44 MWTM BY ALL POINT S"M. BOLT t SPECIALTY CO. - 014-10 PMNEIMATE FDA" 0 AND PANEWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO COpSTfWICTlp1 11 - 1/4• * ZAAC NASA ANCHORS. AS MANUFACTURED BY OEWALT. NC EA... 0.1) MINIMUM EA»EOERNT OF TAPWN ANCHORS. 10.00 PNLIMATES AND ZAIAC MALT ANCHOR, INTO THE•':,`�� r FLQRtOA BUILDING CODE Non h Adele Fhtrrteon9 Zara ILOCK UNIT SHALL BE 1 1/e. 0.2) CALK-N t SOLO -SET ANCHORS 9*1 BE [MOW= 7/6' INTO THE CONCRETE BLOCK UNIT. NO •• •[EHp44 T *>eA "'w0D' Me 24 BADE GALVA IZED STEEL STORY PPANEL Bwm ft SMALL BE PERM V4• 0-20 scmWs L15FA s1+AL BE , t/2- LONG NaoRR1 sNaIAD EJOSTATTEE AMSTIMI' ILTED. AND ,• MNOXMtAN FOR wAAs WITH No sTucco. •qGLOM -- _ IL E C O 1»t. PROTECTION PRODUCTS. U& w/s 41�: 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE EXISTING WALL, ANCHORS SdNIAI.I BE TONG ENOUGH To RFAON THE MAN STRUCTURE BEND SUCK P �An ♦awn■ eWMIa R AK.4O.ALC . n,4i"m-a■... • e■q arI-,a lL a]3J w,wW: pN)IAWC M F33 DN)IWP-t»7 20-175 ANC OL4 E SWILL BE AS MENTIONED N ILI) AID IN 11.2). S/TONAL � �6i••600N�7,i .•. w r W IIt rMnm PE ,4Rm A,Aur Jr. P� �•-•• SHOT I or N INSTALLATION DETAILS FOR REGULAR PANEL nt INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES �P��yMTINNCq POLAwD CONCRETE P0taw0 IXINCE7E ; onCONCRETE BOOCt MMLOM BLOCK OONCWM ANCHORS Common ANC M cm ScHEDW POU ME SCHEDLAE Of oa /� sr NCi RED ssmm a rImo DHaN 10) r (y } SHEDS 11 THROUGH 10) r- 7 { � , 4y3y1 1/r ,p. �//cmmm 3 E.p �/ SMR'TS 0 T6DUGN1 10 I � MAX. COICRM ANCHOR; T ml lle6 W. E TO SUSS. i 1 imOOt 7-In 1 i _. SCHEDULE °BLA55 E OWN S EET0: PArt► "' LENG„M ON > 1 1 (O�i sowulu:SIMRT 3)3) i ----' •I.• EWh. sEpomnm I t• Ma ,>oNAa1E ANCHORS_ E _. _--- __a.._ , t_ 1=To CLAIM PANEL LENGTH PANEL m' mu EMON'� ( ' i SCHEDULE (SEE CONCRETE ON ; r-__ . _.. .T ._ R _ - T - on SHEET s) I aN A 1 ON BEET 3) SHEETS I THROUGH 11 I 1 I 1 or t. 4 Sam N ' ■ • s r MAIL E.G. j E.D. 1 WOW mm CONCR 1 Umom 4'`NrR/6"wiI m CO'ND" DICK i • 1 1h' as 1 I CONCRETE ANCHORS J i N•PUCIBLE) i m (SEE SCHEDULE On '-•'1' WA'••. r( jIDLY WHEN SOLD LOCATION SET t CAl1t-N �•' PPAEIMM7R ' L--"Ot "DCONCIETE 61DCK AL7E19AE CANCwt[ POIDm COINCIO:IE CONCm7E M0HO16 AE Lam REQUIRED. ANCHORS CONCRETE BLOCK REORAIED. MET SOCCLU (SM SCHEDULE ON Stan 9 716101DHON 10) smem 9 "wasum SO) YYl7rAi, .WALL.IfflummaSECTION�A6 ffJA ..m7C1i01 sFJLE 3/Mr WALE 3/11 gm,- NUM 3!r' CEN F'LOMM BUILDING CODE Non High Velocity His zone *? 44167 .o07M 91A910, Rc 24 GAGE GALVANIZED STEEL STORM PANEL WAM W. ED -[DOE DISTANCE NOTE FDR COIf91NATION OF SECTIONS: GLOM (SEE SCHEDULE ON TOP t BOTTOM MOUNTINGS CAN K$p; STATE IL E C O I»C. PROTECTKI PRODI►C75. LLC. p Brr SHEETS 9 At 10) COMBINED N ANY WAY TO SUIT ANY �'• AllORIOT' 14► ■.a RAN■ M00tEW�n�I3n INSTALLATION. F (>,� / •� +W41�= 41.-W. NNwc ON)r••x4s• F■e (MN)FI6-as'r 20-175 SLIM XLN I. ►L 1 R 4 of N INSTALLATION DETAILS FOR REGULAR PANEL (j) INTO WOOD ALTERNATE LED 4•Ne' FE ItIXPRm7T1N6 l ' ' L t'- t A�DEQIIAOT• a RaasTINa WOOD 1 BEAM TO NNE CERTIFIED IN RE%SMM EN61Eq OR -. �i ARCHITECT PRIOR tD MUTTER `-1LJ NSTIIATDN. ANCHORS SEE SCHEDUILE ON - % ALTERNATE WOOD (SEE SCECNE ON j I L4'A•H• NX WNHO. WO I _- AWB6I m IWWW aR BEET 11) SFIEiT 11) t/Y' f" Ertl ,�H•auc. YS W/ 1M 1 MAX. WOOD t/T' -� 1 �•. i -""i REOUBwO ,�� 1 r�9sniWlo mn WWO ANCI0115 !, ` ` 1 W • 6 , (sm 118CN'CRE ON N2p„• 1 MA.11E s12EOLRE I 1/4w9p, t 01 _ OaE L-9AE♦.EF 3) - -- "�rwo� I / I 3.•--- -- 1 S" SEPR10m W GLASS. .(SEE SCNEDIAE ON BEET 3) i- I ,p•9••LdP t' MAX •L• NI 1 , ReaN NIAWI f•417 AK t---�= - tL NA __ O PANEL U mm 7e wI 'H 1 1 1 1(PANEL am -_ . _- 1 -_.-_ SEE SCHEDULE NO�a09.mOAllm'r 4i am SEEN 3) f I ON SIEEF 3) 1 1 I 1 1 1 I 4a1[ I I T OF 1. : 1 1 OF 't' 4 , Mw I 1 1------j 1 • 1T 1/2. O.C. I H_.' iQ 1 I i t/Y •.-3sr NO 1 1 I HrAe at -- -- L Y6' O�LM" ANICHORS 2•a• WOOD MAL! REQUIRED I t, f 1 I •�D0D IOM �.(SEE AIIHEDULE aN CEDLRE F- QM 4' MST,) `l 1 BEET l,s(3) 4� 2* Aft - aAALE 3/Mr BUILD ALTERNATIVE -our uoLR4nNc SCALE 3/11-1- 4W E A. 71�r M►IION NO. 44167 •: MOTIF FOR COU OF SECTIONS; FOR FLORIDAFBUILDING CODE Non h HM no Zomrrloa 1. OiSTALtA710N ARE ONLY VAJD MAX. A.S.D. TOP t BOTTOM MOUIJT9NGS CAN BE DESIGN PRESSURE PoATR46SiANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY �•'•. STATE a m mm� es: 24 GAGE GALVANIZED STEEL STORY PANEL aRMN a: AS PER SCHEDULES ON HEET $ BNSTALLATpH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD °�`• 1011) '' � •� C PROffiCTION PRODUCTS. LLC• ah/hMW MEMBERS TO 13E SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.35 OR EQUAL_ /TONAL E I O INc.am& 49m m B+ sum SAE, iN1 •a�I_-IA. ftom WwjBa im (MaMN-NIT 20-175 Px $L%Ism4vuwtwt G mOaH A i_ PE AA- WA GAMS Rt MM»I 7 M IS N Cn -Cu O N Q O O .� Cu U � Cu � '�^ VJ C C L (� N O Cu U- O .� � O Q i C ''C^U Q. a z z w J v1�0 CL U M N y m U- �" aQ c04 Q)aY N �A C CL C Cn r Q 0 Cu U w > >.mC) w Q) S? Q ¢ E c (6 w 0 O a C >a IOW cn,FJ _(D O cii CL CL Cu 0 L_ CL N' Cl) ICU W = Q Z Z Q J d SHEET NO. SH 1.3. @ OR �•-�'a r.rzmr3105M-14 1 UPOI N • 12�4Y�. / 3/r 1 _2 W. I COIIMER slOCO ,•,ter%. 1/i 0.0 • ,24.O.L1.-'\ 2 +n' MYf /Wi r w= nwa t ..f� j zi/r GIP i 14Y.1 3.4' ''• U� Y . Y ..OS• W tENNA1E 1E0 IAGiWAaH I W 12' O.C. Myi$ 2• 3r. 9'. AM• can. { r mt. i< (. cL1a t AWY. MIM9 oN ,' .. ASr 316E-NAM NNE. n1lnLD CONaErE: OONaEIi + l------'- - ia9N - s ' i I" rtvL AUAL awNr ,TAR Rwaumm 2.4 NR60 R1Y4E _ _ NM43 n A►La 2 in• 1 _ .. r• t , a 1 cart. ALRL ANIAE N-- % 1/4, 0 901.[I - - r . A7Y 0 ,r at '05-Ni4 an 4063-16 XAM ■/41a06R CPO. N.w ANTE Got CASE A {PLANT SE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1' SCALE 1/4•-i• SCALE 1/4•.1• SCALE 1/4--1• fSGD•9ET0E0 RW 1 qE-IN 1 IBPLE O R m r1E w° ax , .'�r�iartm a i A9oA.viceDws t.Sx PEONES 1 art T. r600 sets a 6PeMM ; L>EsIRE oN ., OVE M iM1iE '6 t ARM[ I6R{M6L It MAu6elE 10 a 11) OPENING. > NMM-N 1 `v ocgtdn 7�7 r/ Ma, 1 . .(D O RJV IfM nD 1{ F LAlta W 1 r�1tM6u t��Y�C� wY1 (14VD1 cV1 81It nYEI) X . S.O.'DEMNCE ;: - -J CASE G (PLAN) E ./ �� scME , r.r •R uo �: •' �CEN '•.;'Y vM.D FOR DSECT AtOAANr 1&TAl1ATX7N ONLY A w • r ne LS�• Comm PANEL NSTNlAym AT w "s w/ A4L /d1R7 SURFACE LEYEL WANATIONS WRNN 3/4• CASE E ,PLAN; SCALE 1/4'-1' CASE F (PLAN) SCALE I/4•-1' (VALID ONLY FOR PANEL 1DINSTAL PoNtS AS PER ALTERNAmn 1W THRU 4W. ON SHEETS 8 k 7) MAX A.S.O. Do" RATING PRESSUREJ713' MOON ANCHORS SPACING FOR LO. - AS SHOWN ON SHEETS 6 A 1 APP EA" t AM7 OF THEM WXIILUM PANGcii. (R.) LAD SCREW PANELMANE FEMALE D PA ELWTE PLUS w000'Lamm ,- J r (TOP1 Ir 13• IS' 13• it (ONRIN) 6 In• 6 ,/1.6 ,/r 6 lIr (TOP)OR It r Ir r Ir LEIS r r IT 13' tr it; �-'41 LESS 13• 13' IT Tr manim IT 13• is' a t w (TOP) 13r IT IT IT 6' 81n• 61n• 61/r 0lIr (w►) !1/2- • t/4• 12 1/2' 6 1/4• am;-) >S'-W 4• 6 1/r a 1/2• - :TOT4In. r '3r a ,n• ,2' it v (TOP) 13• ,r /3' IT 6'Ir • SEE TABLE /i FOR MAIL A.S.D. DESIGN LOADS t MAX. PANEL LENCTRS WHEN SPARER" IS I USED, CORRESPOND m ONLY To ALTUMN 2W ON SHEET 8 e a 1/4`0 PAN6W ANCHOR a 12 MAX ASA MSfOR A4 COME!.) RATING MAXIMUM AMCNg61 SPACING FOR E.D. - AS SHOWN ON SWEETS 6 A 7 APPLICABLE ALTERNATIVES lO A ANY OF nM1 MLL101aM TAPCtX1 NAG SCREW PNELmAIE FEMALE D PARmmm PLUS w00D 6USIWHO PAMIX LENGTH .L. (N4) ,r IT IT IT IT if Tion IT IT IT IT r 1W 0065E i ln' 6 In• 6 in' 6 In• 6 I/r Or COUP) - - 6 1/4' 12 in• 6 ,/4- pitOR r 71n' IT,- r - ( LESS 7 i/r r rr - 3w (•Df>a6 IT IT ,r 1r 13• (wPI -45 + m IT I3• 13• IT 13' IT Ir IT IT 10" w IT 13• 1r 13• 4 1/4• lw (90 W a ,n• a 1/r 6 t/r a 1n• a 1/2 lw% >5 6 t/4' 12 tn• a ICI• (9ott..) 4 1/2 S• 7 tn' 7 in• - ( r-v - 3W ONDffo+N) 13' 12' 13• tr 51n' (Tap 1r IT 13• 1T t0' (BD,TO1) • SEE TABLE jt FOR MAX A.S.O. DMIG I LOADS At MAX. PANEL LENGTHS 10EN SPACER 0 O USED. CORNSPOtA66G ONLY TO ALTERNATE 2W ON SHEET 6 A.S.D. OESI01( LOAD " PPAHM LDIM 40 PSF OR LESS 81-8' > 40 PSF TO 50 PSF 6•-2- > 50 PSF TO W PSF e MAX. PANEL LENGTHS ARE ONLY I" FOR INSTALLATIONS W/ PANEL MATE JPAALE W OR PANEL MATE PWS ANCHORS dL W/ (C7 . 41fN 1/2- O.C. Ly. •. •�_ •: :4 A in Mi1s is a is Hal mom TAPE a MWOm to 08LMLAIOS AM w MR IULDOW M M" AMMO V* MN NM MMHY 00 DWNM AK DO*= ON THIS 10E3UE. Hai M LOO THIN OWING, ON $am" REDUCE mom WORE N MAMLMIM WENS "0 ON SOGOME N M FOUAMM FACTORS. IN 00 MAXIM W i MMV W= SACNO MMM UM MOTOR LOLL NOT i LOS IINN WW" VMW OSCM D FOR Dal 4 0M TYPE ON Wd faIFDIKG Ile. llt P ANOi! ONE _ upow waaai Sam rams W 3 3 -MNMNNN a-" 00 a a 3 3 1/2 NII.IH.W 4P--M sr OL) Ails R �sY raw am - _11 21Lr Nit r Am /m 31 - Fla 5 4F!!q iLi..al 1ANCIOR (iYDNC) �i Ei6 (VALID ONLY FOR PANEL(DINSTALLATNkS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) MAX. "0. PRESSURE MTIMG MAXMIM AMOMORS SPACING FOR ON LD. PER SCHEDULE gum APK,,=Wl MAXIMUM PANEL LOGIN v ) MAX ASD. DESIGN PRESSURE RATING �,1,M,) MAXIMUM ANCiORa SPACING FOR M E.D. PER SCHEDULE elm APPUCA NUEDam an" 1NIeNN 'm U!"m �) 1APCON SOLD-1Ef YEN" p PIS ZA MC-WRJR CJILK-SI R OF 7O1W TAPOOR SOW -NET FEMALE D PlY6 UWC-M1R81 CAtX-M S W W W W W W W W W W W W O' W631 -43' Olt LESS IT it it IT IT /r IT IT IT IT IT it 1 v, r on LESS +a8,1O-46 +ft .-66 ,r it IT 1r IT it IT it 1r IT lr it , w-r OR U35 IT IT IT IT IT IT ,r IT IT it IT IT 1 (801101) it 1r IT 1r IT IT IT IT IT IT ,r + 1n 1 (/CINCH) IT 1r IT IT ,3• 1r IT IT IT IT IT Ir 2 (COP) IT it Ir IT IT IT 1r IT IT IT Ir 1 ,n 2 (TOP) IT IT 1r IT IT ,r IT IT IT IT IT 13• 2 DLNiON) it IT IT IT IT IT it IT IT IT IT it + 2 (60r+O I IT IT IT IT IT IT IT IT IT IT IT IT 13 (TOP) it IT IT IT 1r IT IT it IT IT IT 11 1n 3 (LOP) - - 12 lIr 12 I1r 4 1/4• 6 1/4' 12 1/2 12 1 - - 6 11C 6 1/4" 13 (90110M) - - 2 i 2 ,n 6 1/4. 9 Ile 12 In 12 to- - 6 1/4. 6 I/4. 3 (2onaR0 r r r r r r 1• a' r r a• 7 11r 4 (TOP) r s 112*1 6' I r r a In• r 7 I/rl a' I w r s• 4 (w) r - a' I - r - r - r - r - 14 MOTION) S• - S. - r - r - 0• - r 4 (9OTtpL) IT IT IT IT IT 1r IT IT IT 13• is" IT t+d7 13' IT IT I IT IT IT Ir IT IT IT tr/2 , IN" IT IT IT IT IT IT 1r tr IT 13' 1r IT 0 0110M) 1r IT IT IT Ir Ir Ir Ir Ir IT IT , In s t'oT1on IT IT IT IT IT IT IT IT it 13' IT IT Crop) IT IT 1r tr IT IT IT IT IT IT 1r ,t , 6 (TOP) - - a Ile 6 1 4• 6 1/4• a 1/4' - - - - 6 1/4' • if4' B (SDTL» _ - 6 1/4• 6 1/4. 6 ICI• a I/r - - - - 6 Ile 6 , 4• • (•011. 1r w IT 10 1/2 IT r 1r r 7 1/2 Silt IT 4 1 1 >a,�, W 14'-+• IT r IT 1r IT 6 1/r it 6 77 9 72 6 ilr IT s UP 1 M. To w- IT r IT IT IT sin 1r 9 1n to 1n 1 1n IT r t (9011014) IT 7'IT IT it it tr IT Ir it* r IT 6 1/r 1 MM700 IT r IT 10 t1r it 1 r IT r 7 in s ,n IT 4 1n' 2 CIO►) IT r it IT it 6 1/r IT 9 tn• 9 1n• 6 1n' it S 1/r 2 (,DP) IT 71 IT Ir IT 2 in IT s ,n to ,n 7 In IT 6 Ili- 2 (sorroM) it 7 tn• 1r IT IT Ir IT Ir ,1• r IT 6 t/r• (marnme IT r IT IT IT 1 in IT s In 10 in 7 in IT 6 I/2. 3 (MO) IT 7 tn' IT t3• ,r ,r it ,r It' r IT 6 tn• 3 (TO.) 12 in 12 In 6 1/4' 6 1/4' 2 1 6 1/4' - - 6 1/4• 9 1/r 3 C9GTIM0 - - 2 , 2 ,n 6 1/{• 6 1/4• 2 1 12 1n - - 6 1/4. 6 1/4' 3 (RDiTpQ r r r S t/Y r 3 ln, a• 4' + ln• r a ln• r 4 (TOP) 7 ,n• r r r T 4• r 4• 4 I/r 3 1/r a 1/r r 4 (TOP) ar r 6' r 5 1n' 7 1n• (60T1016 r 9' 6 11r 7 TIr (9orwM) IT 7' IT IT 1r 1 1/2• 1r 9 tn• 0 in 7 1/2• 13• r (ro17 IT Ir it Ir it lo• it' r 1r 6 ,/r (10P),r 7- IT IT it 9 1/2' 13' 9 in• o t 7 1n• Ir • vJa1) X11r 13' it to• IT tr it•/2• S ,n• 13' { ln' (Tom tr 13' 6 tn' Ir 9 1n• f+n' 961/4 6 / 4 61/4s/IV 6, K 9, $ b Ile - ME ow it FOP mmm TTPE a 9RRONM MR MUUA306 Nw w6Oo MMK 6LsMW • IS am now MMCMS AW MMOM 800E Dwmm AM Mowe ON INS 2CXmuL FOR U. UMS DAN 3MOMs6 ON XMIDOl8 REDUCE MICHOR EMC6M N uAMY.YOM O NOO "M M SMUU N THE FCUAM4 FACTORS. POI /N4 OPOMTMR W ME MO&L IEO = 6MCM 06rI O UM FACTOR LOLL NW ME uS DOM MINNUM SFO=g INN MTIN FOR MOM ANCHOR TYPE ON 4R 9CRIRL. ANCHOR 1� I/4Y 1/4-.1 i/+>• 1/4S 1/41 TAPW11 aMM•o awt-w we" •coat wa m (Y,a 3 3 3 2 ,/r 2 ,/2 .rRMMno OU 3 31/Y n1X 3 3,d 3 SMTALIaRM) MOO 3 3 1/r 3 tp 3 1/r AL.71K (D■ aimmou VA) 114cm ,,/3• 4m - - - - - 7 , _ an ,lM - - - 0J0 r a16 au 3 Iff /m • VACI GS ONLY VIW WHEN SPACkA IS USED. SEE OR #I FMAX. ALSO. DESIGN LOADS A FOX. PANEL WHET( SPACER is USED MWL& e A.SD. DtSm LOAD ` �NPPAIRL 40 PSF OR LESS 6'-8' > 40 PSF TO 30 PW 6'-2• > 50 PSF TO eo PW 5'-10• e MAX. PANEL LENGTHS ARE CINIX VALIO FOR INSTMIATI016 W/ SOWSET ANCHORS dr W/SPACER AT 12 1/2- O.C. r-- --- NOLm Ism 1ECTO M ! ALTEmaxI F8 OA ,HEFTS 13, 14. 13 !10) lr MIL R-to/13, R-2A/13, R-M/14. R-18/M R-29/13. R-30/14• r MAIL R-1AW/15, R-2AW/15, R-3AW/16. 111-19W/13. R-OW/M. 11-31W/16. Q Or`II�� O O O O O - -- I I i I 1 4'0-20A1• S.S. BOLTS W� 1 i i• I (USE FOR PANEL LENGTH i '' j MAX '111 lO •' ' i OYER r-6') PANELLEHGnF swFN PANEL r�iM �!nEGA1Am A , - --- RERARAAR PANEL t . , r-r a PA ELQ LE W. (wOYE1tlLADO PANEL LE / AP NOIN 90L» I 1 , LEE SAFETY PANEL �- .' ' Y-6• a 'w" -".a P.AR. 4 ^i- A; ' .- - -- j- , , (wro W[NW MD PMILL LEmm MOLT) I LL1E 2AT A L M PANEL M tF3aTH 1/4 0-20.1' t _ _ _, _ _ .1 _ _ _ _ _ _ _ y r _ - _ _ _« _ AT ALL LIDUINr1111G5 SS BOLTS i i � I / AT EA. OW A u; 1r-=-T-- _--- Of O1+�F liePANEL 901M »Q• 90NEE%A= i -OYFaA= woo �I wJT AT EXTERIOR ! _WM HUT AT i' Lw 1NLEFT i36 R-2A/13, R-3A/14, R-19/1NEL ' *-�13. R-79/14. f R-IAW/15, B-2AW/45, 01-301W/16. 11-18W/15L R-29W/1S, R-36101/16. ANCHORS (SR KCT10 4 a ALTERBATNES ON SHMIS 1& 4, 13 a111) UEE SAFETY STORM PANEL Cti ELEVATION (t) 2.i7• �E 1/4•-1• / � PANEL om, aIEpAP,^-_•,=1 ,aM WLLM i ..,OO1HM« In SAFETY PANEL OMRIOR SECTION A -A SCALE 1/4•-1• `. PANEL LEN6TN (SEE 6E1/ADIOM � � aN swaT ls) I r I i ' _.� 2-.4• WOOL PLATE rr vpcom "m" mm >OR • 9. O.C. GCEREO W/ STUD N•woo VimANIUS A I.RG SMFIE SCALE 3/eI moss: 1. INTALLATION ARE ONLY V" FOR A.S.O. DESIGN PRESSURE RATINGS (p.9. AND PANEL LENGTHS AS PER ELEYATON ON 1Z 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 70 BE SOUTHERN PRE No 2, W/ SPEgFiC DENSITY OF 0-55 OR EQUAL. PL 1KAL/MM9RUN[/M18 I ; r ! t INSTALLATIONS ONLY VAUD FOR WINE) ,• SPEW LP TO 170 m.p.h. 1/4' MAX OAP REGULAR STORM PANEL am MIiMI. sM. L IEC O rna• 24 RODE DALVANREO STEEL STM PARES I OML AL PROTECTION PRDDUCISH LtC. •4r ". 31 • 9MaT 0-1L 0. S i moc!3M, ROC cm)m-.m -�'6r2'MA `r ,-wA 4-IM w ISI4I LTA A 3NT��- P.E. 20-175 a%ram NN .. i star 12 O i6 '►.A N6r �Agla Ma NL= vlNx'ea TAPCON Y1• WOI R e r O.C.. PLATE REQUIRED t3;h _ ICI ti31�-7134ti/�1�14 •. hlll.,ti 1 "v MIX. g. PANEL LENGTH ( aEwxnom OWN MEET 12) i f 1 i VMNi Olt@0171 +: / 4L TAPOON R0rIke. MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.m f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELQ BISMALLAU 16 AS PER SECTIONS 1 THRU 8, ON SHEETS 4 & 5) MAL A.S.O. DESION PRESSURE (P- MAXNW ANCHORS $FACTO FOR MN La PER SCHEDULE 96DW APPLICANE L1AHN11M LEN Q) IMX. ASA P10 am_ (P.O.) MAXIMUM ANpgR2 VIACOM FOR M EA PER SGEOULE 9ELON A/PUCAdE IIAIMRN um= b01D-iTPAREIN FEMALE 10'■ Pi" L61AC-MAN CALX-N k TAPC011 -SEf FEMALE 0 AMW ryM 7A►MC-NNM ML1C-N 1 6 OF TIILY LENGTH () W W W W W W OF /ldl 10 +70. -75 or i,• Ir 13' Ir 1r Ir IT tr 1r IT ,r , s._r oR LO• +75• -76 TO aHL-,Ma Ir r0 , Ir 6 , it 9 ,n 7 , Ir 4 In ,Ir OR u n it" 1r 1r /r Ir tr IT it Ir Ir Ir i 01OTiOLO Ir s t/r r2s/r it tr r ,r 9• 10• ,r r I Ownuoit ,1• tr Ir it tr tr Ir IT ,2• IT 1r 2 OD►) Ir ro , tr a ,/2' Ir 6 ,/Y 7 In• 7.r Ir 4 ,n' 2 (TOO IT ,I• it IT Ir Ir Ir IT Ir ,r Ir IW 2 MOTION) +r r IT Ir 9 1/2' Ir 9 iIr 0 , 13• 6 In• 2 par10M)13• it• lr IT Ir /r IT 13• Ir ,r ,r 1r tr r Ir it 9 ,/r lr 2 ,n' 10 1/2 1r r (TOP)a,�,- - ,2 } 12 I e 1/Y 6 ,/C 2 , 12 1 - - 9 1/4- a 1/4' 3 00T0H) - - 2 I 6 1/4' 4 1/4• 2 i 6 1/4• -0 1/4' 6 ,/4' 3 (90„OA0 r v r r r r r 6 ln• r 6' r 4 1/r 4 (TOP) 7' r r s In" r 3 in• r 4• 4 1Ir4 tn• 2 ,n• 4 MP) r - a' - 6 - r r r - 9' - (IOnOM) is 11rI r I - I r 15 1/2' - 7• - 4 (60tt6N0 IT it* IT IT it IT IT IT 1r 1Y I IT to, a (RIP) IT 6 'Irl Ir I IT IT I r I IT r I to* 17 i/r, it r smm IT it' IT 1r IT it IT IT it IT 1F 10' 5 mrmo it 7' 1 ,r 1 IT IT 9 ,/r IT • ,/2• o to 7 t/r IT r mom* it II• IT it it IT IT IT 1r ,r IT to, a (TOP) IT r IT 10 i IT 4 ,/2• IT 6 tn. 7 In• a 112' IT 4 1n' (TOM 6 1/4• 6 1/4• 6 I/4• 4 1/4' - - - - 6 1/4* 6 1/4• 6 COMT-) 6 t/4• 6 1/4• 6 1/4' a , a• 6 1 4' 6 1 a' - - t i P { 1/4- s CROW.») IT 7 , 17 IT IT lr IT tr It* r ,r a , , M,�. 10 r-r Ir s• IT 0 , IT 6 1 IT 6 ,n 7 i s , IT 4 t , >r-a- To Y-6' i3• 7 t/r IT IT IT o In IT 10 L I 1 r 1T r I ponah IT a ,n' IT it IT r IT r /r 7 1/r IT r I mOmM) IT 7 1/2' 1r it IT Ir IT 1r 11• r is' 6 I1r 2 (TOP) 1r r IT 0 In IT 1 1/2• it 6 ,/r 7 1/r s 1 it 4 I/2. 2 (TOP) IT 7 ,/r IT IT IT o , 13• o 1/2 1 , r 13• 7- 2 (90TOM) IT r IT N' it 9 ,/r IF 9 I/r 0 In 7 ,/2• IT 9 ,/r 2 (907TON) IT 7 In, IT IT IT 10 , IT 101/2 t i r IT r 3 (TOP) IT r 1r it IT 9 In• IT 9 llr 0 , 7 in• IT r 3 C10P) - - 12 1n 2 1 s 1/4. 6 1/4' 2 ,n 6 1/4• - - 6 1/4• 6 1/4. 3 WT10M) - - 2 1n t2 i 6 1/4' 6 1/4• 2 to 6 I/4' - - 6 1/0 a ,/r 3 (marr0M) 7 ,/2. 3 In• r r 7 In• 4• r 4 tn• S' 3 ,/r r r 4 CHOP) 7' r r s 1/r r 3 in• r 4• ♦ 1/r r 6 t/r 2 ln• 4 CIOP) a• - worifto r - s 1/r - 9 - r - a 11r - Y - MOTION). Ir 7 In• 13' ,r 1Y 10 t /3' 0 ,n , , r Ir 7• (FOP) tY 6 I/F 1r 1T ,r r IT r Ir 7 ,/r 13• 7 +/2' tr 1r q• D 1/2 1r o 1 , , r IS' Y a (BDno+O 1r Y 1r tr tr 9 1n• IT s 1n• 0 1 7 ,/2• tr r s (ORION) lr 7 ,n• IT IT IT o 1/2 ,r ,G , , , r tr r 4 Iwo) ,r r IT ,r a ,n' IT a ,/r 7 ,n• s tn• 614•614.614` 6//4' {11• bL$6 !•) 6/ Pi14' 6t 4' 6t 4' 9114' 614'6 !•) $a MET It MR ANICWS "K a WAMO FOR oil%UA mM NTO so19 ME NILosME • MINIMUM MCN- WINDOW mM WWO I = =W= NE M M O ON WO SON OM .TOR E.O. Las w11N wwo am SCtOIAE mu no= Moab or M MY M 9MCNM sea ON 900" N M POUO W AOWIE. FOR *0 OPOWM W i POOIEL MOUND fNCLIG 0649m INSM I== NO L NOT 2E LES UM M LOOM SMIMIm IN DAM NOW MC GO INNS SCHOULL Ana= Im , 11 r. 1/4. t/rH t 41 1/r0 sPR9N 6Estr 6NK-M MN ANCHOR WPOsm OIL) OR 3 3 l 3 2 t/2• 3 ,/: /AIOMMSS 04 3 3 yr r 3 3 Im 3 sM/ANIO W Mot 3 3 ,/r ]try• 3 1 3 ,AC MENUS. ■■ FA610R - -- - r ENO 0.M - ,m - - to 3 Ilir Im - ,m ,m •• SPACINKS ONLY 1RY.IO OMEN SPACER 6 USfD. SEE TH E 1 FOR MAX. AS.D. amm m" A M X PANEL WHERE SPMEIR �y IS sWISH e AS.D. OEM LOAD SNP m 40 PW OR LESS 6'-r > 40 PSF TO SO PSF 6'-2' > 50 PSF TO SO PSF W-10• e MIX PANEL LENGTHS ARE YAUD FOR NSTALLATTONS W/ SOLD SET MOOS A W/ SPACER AT 12 1/2• D.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /4N TAPWN_ POLl9ED 1/41 1Ar VIED I/4.9 TAK'ON POURED AINc,MI e r ae. art AAIOOR • r oc. I�iF ae ANciloR • r o.c. N12NErE art -i }/4.0 TAPCON ';u/4Y T#Jo4M - AtHaaR • r O.c. ANCHOR • 1. O.C. CONCRETE `YDMCRETE BLOCK REMARE0. OR SLICK IE�OI CRETE M REGILIUR PANELS a jm MEL INWALL L0UNTINOS SCALE 3/4-1- PLATE REOm SEE ON= is a t9 FOR ANCMNIS mR iTm9 Ile. Weil TYPE a WAISM FOR SMDYUM16 0sm MINIMUM ANION SPAO M AND NOUN oum •MAMA wow 04 a •IMWmM i4Y.-.Y 0A1 a 610E OMTA M AN IMAGING ON THIS ON sm uE�1lD�Da�AM= $R%mTHAN m6GI -NAAa•+/ rO.r� 2,MI Eli e/ MILMLr1m lRMOHa 2RMwN ON SN-m N M;;," 1 PAOOIM. M■EN, �1■ tE9J M� , ,/r an Rat T ON i r6eEte 2 In' am NEOm MALL 10 09rt1E0 iUlm W AMOK A ACI L41LL MOi i l!m'{ t" r sm o AMMMA sMGI1s THIS 031 F01R EACH U ANr3ON TAPE ON THIS lC1EDIAL al - MX. DOM :NATION Er 12) WALL M 3 NTMIGS SCALE1. INSTALLATION ARE ONLY VALE) FOR MAIL A.S.D. DESIGN PRESSURE RATINGS, (ps.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 1Z 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PALE No 2. W/ SPECIFIC DENY OF 0.3E OR EOLIAL ME NPANEL UENM • - - - -��-_ -_ ._ _ 1 - r PANELUENM w.","N I E,ENOION (SEE ,• Mn. 9 M ON sliET 12) 1 1 ON SHEET 12) TOR01AS5: 1 R I • , 3 i I `! E0.• 1 to.*' ' 1 I i ' EO 4 • MAL it i `ItaEa, oa F- 1 4.0 TAPCON I/4.0 TAPCON A ANCHOR • r O.C. ANC,OR if r O.C. CONCRETE L BLOC( IEi01mED. M METE OR -CONCRETE BLOCK REMAINED. !.S NNINApw• ,3pMpLa�.LL/y�2�F{�RL�3 {�N� Ht IIFi��IFE}I�F611EL SCALE 3/5-1• 2•.4• PLATE RE" N N co Fu > O U O 0 CD-O O 2 C .cm C6 U 'O -4, cn C Cu (u cn O C 2 � O CD 3: cu O O cu LL O > .� O ca.:Eo �•'_ cu .� c a Q a z z w J o c' Q i c uLL � O U N O 0 c: N Ncn cn Q� C (A E=Q Q OV /y N s:. (may Q. r4 E >a4- 11 V ♦ �. N > O cl) CL CL cuR..� 0 ■ V/ cu T cW G I� Z Z Q J SHEET NO. SH 1.4. iaMpu (END PANEL) SEE NOTES 2. 3, 4 (INTERIOR PANEL) (INTEROR FAMED ( twot10R PANEL) (END PANEL) SEE NOTES 2. 3. 4 j TEO PNODS N/ lAO -2W se, BOlt 1 W • iA OVER (SEE SECTIONS MAX. I FARE! LENGTH 10 01 AP SOS 1IAX. JJ_L JJ_LLJJILLJJ_1_JJLLJ LLIJILL JJ_LLJJ_l 41JJ_L1JJ J' Stm. SEE NOTE 4SEE 1• rAln. �!JW� NOIE 3 i• 3 ANCHORS -"'-(SEE SECTOPI Qt a: ALTERNATIVE EZ1W ON SWEET 16)--- Ez1/18, Eztw/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 6) SYSTEM (t) ,F ENGINEERING ENGINEERING EXPREa18® PR130UCT EVALUATION REPORT September 15, 2020 Application Number: 17M I -- RZ EX ftled Number: 20.31543 Product Mmuladurr: AN American SMdtes and Glee Manufxtura Addma: 1540 Donne Road Vied Patin Beech. FL 33409 Pro" Name d : 2400 Galvanized Sled Storm Panes Large 11,'1, Impact Resistant Scope o/Evalueftn: This Product EYduMbn Report Is being Issued In aoaMan ce with the regWnervie 6 of Its Fiorlda Department of Business and PNoWdond Regukdw (Flollde Building Commission) Rule Chapter S1G2D-3.D05, FAC.. for stdwAde scapdnce PW Msihod 1(d). The product naiad Move has been tasted and/or wssied as stmNradzed herein to dew compliance what go Florida Building Code SwrRpn Edition (2Q20) and Is. for the purpose Intended, at lad equivelved te the required by the Code. Re-evAMon of LNs product shall be, requked (oRoasing ped7ant Florida Balking Code mod8ationE or .W.. Substantiating Data: EX dkawMag X 31543 Wad'24gs GaNannlzed Sled Sbrm Panels (HVHZ B Non-11VFIZ)•, stmift 1-5, pnapared by Engkuering EXpas, signad 8 seded by Franc Ber ardo. P.E. is an IMegro1 pin of this Evoko#m Report. Lirdorm Bede druuaxld pabrnrna has bow' In accordance with TAG 202 test sWdrds par NO report(s) OBT-ASG-17-M by Bbckw LW Testing, Inc. Large missile Impact raBktvna and cyclic leading pwbnvw" has been tesed in alxwrdenee with TAB 201 and TAG 203 Wei standards par ted report(*) 8BT-ASO-174101 by OMckmaw TooW4 Inc. MIL ENORMISNO CALCULATIONS Structural englnarkng pkXYadwa have bem prepared which evskrte this product based on aomparelve sndlor nadonal analysis N quaNy 8a kMowb* design criteria: 1. Maximum Allowable Spans 2. Willow Allow" Spans 3. Minimum Glass Bopenttlon 4. Anchor Spacing 160 SW 121- AVENUE SYtTE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 3S4-0660 1(866) 396-9999 TEANO ENGINEERING EX►*ESS.COM ENGINEENIN, ExP t ISS. co" f {AST PANEL® TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE FRONDED W/ REM HANDLE TO FACILITATE INSTALLATION I' INTENDED TO INSTALLED FROM INSLiE OF STRUCTURE. NOTES : (1). 8& P E-2 RANG STORM PANEL. SYSTEM CiX '1 MG OF + Ant. TRACKS TOP t 801TfN1. (2). END PANELS S4A1 AL BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BM SHALL BE PROWOED AT TOP OF SUCH PANELS. (3). P ENO PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4•B-2DX3/4 M.S. W/ 7/8%3/32- YANG NUT OR 1/4.6X3/4 W.. THUMBSCREW INTO TAPPED BOTTOM TRACK. I.00ATON O FASTENERS MAY BE AT OTHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL.. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY 00CUR AT ANY PANEL LOCATION- t INSTALLATIONS ONLY VAUD FOR WINO SPEED UP TO 170 m.P.h. ENGINEERING I`*v 2 of 2 All American Shutters and Glass - 24p)a Galvanized Steel Storm Pands No 33% increase In allowable, srees has been used In the design of this product Bsperalon from 81-An- is not required for knNlistias DlidWs of wind zone 4 and seem" fs"es. Impact Resistance: Large Impact Resistance has bean demonstrated r e,4dem ad in pre iousy hated test report(*). and Is accaaded for in the, allginaerilg deems of this product. W/nd Load Resistance This We" has been designed to resistwind lads as Indicated In da spen sdudlde(s) on the reepw" Pro" Evaluation Document 0•e. engnsaml8 dreeft). lnsuNat/on This pro" shall be kohdad in skid Compliance with IS rapocwm Product EvWuww Doamnwlt p.a. engineering drsadrg), aNag with a caiporldRs noted therein. Product amporwds Biel be of the mde" spectled in that product's respecaw Product Evokebon Document (Le. akgineerNg drawhg). Umttaftns 6 CondWona of use: Use of this product shall be In strict accordance with 8re respect" Product Evalwalon Doc~ 0.9. engineering drawing) se noted herein. Aa suppile" hat structures shall be designed to resat orb supe7impoead loads and shall be of a meWal idad in INS product's rapeclNe anchor - A , ule. Had structure dX iNklio It which one not accounted for In this product's respeci anchor schedule shdt be designed for an a ide-specs basis by a moshred pofesf o" afgi -. AS o mponads winch we pamwadlF brdaded shad be protected against corrosion, caErntoadon, and doer with damage at ad time,*. This product has been designed for we within and oulskle the High Velocity Hurricane zone (H KD. Respectfully. Wkk,4 Ru!M Opts ..•:,.., Frank Bermardo• PE ENGINEERING fikPINESSIN OPEOW3491 Cert. Auth. 9885 160 SW 121- AVENUE SUITE 106, DEENFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM eESalweE*1MBEXPRE88. COM E NGINEERINGEXPRESs.CDM 4r W. NNAM 9' V.iA9 DA+�*. %C•C-M•TI.:N K iLR bt}be NKET t•! N M4N �T� CT Eklli? Yf- a,'Rr -_ :il4,tlJ 4vj61vffi INS 4aw.C4 mtw�TY1F e - -v� : IW L•-VL_Nw xr myl.. tore a+.,•c .1DY r:-l.9N4J ;;wtt,e t 5't»-fi IS N . pBJVN L 7� N TKI! rcrr nr •. ij IRS 3 E r-1•'.'R!t V." eXl <`It11 Y.41 r IKf ,ysi �'°11�0 N f> 1 ur r "�. M :YJ•iu : rix5e:: h:: W W A'A 1 •ln cf r. YILI: sir!_ n.lA._b :N T i5 nr-riF-. ♦ Ll :. d V A17:1' -_ s q > x r4n iL , . n'ts Oa 1e 'a "G Y 'A _aDP i or.T � •• (1 � t TI a tCYA_ w al 1E' rc op Ctn - 10 �*y11 Hi .t N3.! 4 Ll Tw LN:-i rh [�I •-1 - I;N[N'r7 rY ) 1Fi,l - mY Aa - Y 1 r1:s- 1J1 -t f 5 h w. (ate .0 z-.r .x lr fir} _ LL it frxELh+:2N '� - Ji lgrin NYNt L4YItMJ .r.Kv_L. Y Ej F t31A,!! tw <f, 4, C7 lYT'F a.wA yL� i e.GrsaM1 ts} cip j a as y.,u YJu. 4 ?.rt,.2 PCl Yn,: 1 C 'f100R OUM �CTIOX CYT.A w Nrt4HTRrGR ■ Y41bi YDI.:iLL LAA F:i trr}i- �� XJ�.rJ:4.-.n �t� -rain In-'r:T rwNlNtxN� Jol:::'n�r<:� • (wa_4. _:al:•f . <R: ,Art' •' _ '1b-71K rnc'-- Nxlx.. a.eiii v tree i<Nr. t e.: :j ::1•+:L1f Ni4 K' M•- r^[ "J-:1 aIYL,;IIK YJr_W �:1 NY v.L Tl+d t:V11fYq• = i {LJ, E NNLL MWMr9TI0N .MrJJTI.A Q";'. f�tAINT Y'JT:Ntn 4x^Y nAI.•N149.'1r+r'••.TT- to \/ 'Ir_ :..iLJJ1Y3 J. t_CINW>I' S4Y MSIiL h, YI1_. S:L_ { {� f.c - I It .-•cj � [L - rxx;'[a[n-. Y'k•T"t° mVlrenrXt ,^IRK_"# JIRr f ♦•I,J At IYxL I.NY NAVY Ki NA i"NT, n4N•, STPIICILA! rTTnravra-r, M Y. '.I D•wn Q i I KJI�.: NrLx .Y•'•^<'A ^61E-,E'i'... x :Y Ntx `X H •Ah-i •VI <n1 Yl iC-MJ IN H�, rf1:YJ• Mix M1AIMT >11"-HrlmseiY6{^r ( N I'Nr ti SrXLE[(N tY Ira " u � ['-: S • �y lap v ilvl a s,J;.l r, ro<nrm !'I giilvi T'� 'P1•: h11 :LY3. t'FkTwm,: aC E■p .!r CBRO A trl •[l r\I M.JNr<, y v rut n_ GiJ.0 HI--rJai�'„�JI � o I I u1 1 a. I =•a: R lilt FIN lkxb u+Mvr J.F !4-JC:?_PfN Ti. aBL[•31saLe eTYr""'"' � �g f'.':•R't•.•: "({yi, ULESa D-.. NL:.3 .lu „JLL f iyyi•N'7 VVl CSX3 [rti< - (•Y: .,:Ott ♦. IN1r 1-TIK LOM.^P^. u..C•1T:•_3:w fT= WL.e:.A60Rw 3: •' T r� c-�y .0 3t0'"W:S N1if: t': Yr}MYtM1'•- -::1 rS.�ftLV a• • 20-31T3 -.I. TTf - H Lwe- T U Ill: a TVJx urOFUIONALTONMT[TONcLOSUMD`aTAIL a i IOAJra E �.., 1�Xs+_-w• _ t` 1 r„mvv t T xx J u..ltat:_aNmcl suecUNyy ,.-Ix. :' IN L fOFT<Y Mt^tCA lAX<fVLV15r' J m�-.'1',.', ti - L >Yl .�•1��1r /\ t- II IeN{n 11%IN MtxlNl t (ININ • �J / /1'Y,rN;NAIIAHI NtNIMI :VN:I ON riti"'tfi INSTALLATION INTO DETAILS FOR POURED CONCRETE. CONCRETE SERIES 2000 E-Z BLOCK HANG STORK PANEL AND WOOD STRUCTURES d Ct� PpR1ED OR 4 # TAPOoN CANCaEIE ROCK t1E01,lelED. ANCHOR • tr O.C. 1/4.6 TAPCON 1 14.1- No I PT TEN 4 WDDp /� 14.1, No MFAO YEN ANCHOR • 1r O.C. / • NRCM ! Met OF �i KgARED ; • t' FROM BOE OF ED.. of 1 %2 • c [/4 Bc ► E 1 '1. x t' Wn N �. p-'9FP TO IXAiS. GLOSS. l E7ObTEl6_E i _ J/7MP -i ALMNW POP EXIS TO &J135 I M POP j i 1wri CIA a 1 FWATMAX ' I_' PANEL LENGTH f Y f - -�( PAIa:L LENGTH04 E aB6L/s I R4-gEpAM 1 ' I 1. OX• I '4Y-ICX2' I 1 TO GLASS1 e 4•0-20X2' 1 TO GLASS, OF 1' OP v 1 i E M ILIA 1/ j I '� ` I • tY D.C. 1/4-0 TAPCON - POURED I I 2•X4• WOOD ANCHOR • tr C.0 OR , \ 1 NKGJe1FD WAIT I CONCRETE rDGC REOUNtm. r MOURnma ILWALL Q�y�g IF.�LIII' ,.El.L SCALE 3/8=1' SCALE 3/8-1' IIGIf9<' # MIN. PANEL LENGTH N ER A. ilL(/l 3 EN ''� , 4 02= r1um rc FLORIDA BLULDOc CODE Non h Vde Hurricane 24 BADE BALYANRED STEEL STOW PANEL Zorn 1. INSTALLATION ME ONLY VAUD FOR MAX. ASD. DESIGN SHALL BE 2'-6' DUN ems' W. PRESSURE RATING •H/- 40.0 P.R.H. AND 8'-O' MAX PANEL LENGTH. STATE�w ..pp I+ Alt IL E C O inc. PRMCT)ON PROOUCM ILO. n/n/aw 2. FOR NEW WOOD FRAME �N: WOOD "0,�: , FiOR1O ,. R3'FLS$ 4E50 Sat SI S"W ORE. PL FAN, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC__A•A tONLF� rw IL R. 11A N 43t1r : dXNxPr w`w ^'-.a rPlolc (a42ee-76a. FAN, tEe.)w•an W ( 20-173 DENSITY OF 0.55 OR EQUAL. F 471-OpM719 -I-.! M XVIIP A. i" ►f,TIIHI I r NIGI IS Or M ALL AMERICAN SHUTTERS AND GLASS �24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) TOP MOUNT- (CON TYP. TYPE AS REQ'D) SECRONS OPTIONAL STITCH 5WITH WASHERED WINGNUTS FASTEN® • OVERLAPS 0 MEDSPAN (USE 9 "� APPROPRIATE PAN TABLE) N 4 � 7 � Of PLM1N VIEY! BOTTOM MOUNT \ 1 ) N (COMNTYPE Ou \\ REQ'D) R0. 91 MAY BE AT T �. •� O'375' 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T.S. ELEVATION TOP MOUNTT� (C .N T= \ r (SPAN ABWE 3 AS REQ D) O �3BSTRUCRON (LOCATION M �OM OUNT (caNN TYPf AY VARY) BOTTOM MOUNT(mIW_/ (SPgry BEWWJ TYPE AS REfj'D) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONALY4"-20 STITCH BOLTS WITH WASHERED PROVIDED THAT CYINNECTICMB AND ANCHORS ARE USED WHICH SATISFY WINGNUTS FASTENED • SPANS ABOVE 6 BELOW OBSTRUCTION. OVERLAPS 0 MICSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T.S. ELEVATION ALLOWABLE PANEL SPAN NIL GLASS SEPARATION SCHEDULE: 24GAUGE IM RS ~AAI smm PANEL SEPARATION FROM Ti" wec ZONE 4 a ESSENTIAL FACLU (HVINL TIE51 MAXIMUM O ISlp1 PRESSLRE IPSF 1 AIAN(trn E VAN nrnNl ) INSTALATIONS LESS UKTAIU ORFA/ER THAN 3D ABOVE GMOE THAN 30' ABOVE GRADE 'ABO •/-30 330.0In 6061. 2.161n 4 -35 / 130.0 M 1. 8.06 216 N, 4!•40 130V In 6.06 in 2161. 41A5 ! ./ -se, 3300In 130A N 106.61n 6,061. 2.16M bAb in 2.d6 M 6,06 M 235 M . b0 / e1.2 M 6091n 233 M 1/4A 592 A, 6,111. 2.72 M 1/.70 36A in 6,12M 2.90M 4.72 27A 1. 6.13 in 2.991. SPAN br:Ht:UULt NU i t 5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANS. FASTENER SPACING TO DETERMINE MAX" ALLOWABLE STORM MM SPAN. SCHEDULE IS ACCEPTABLE POR USE WITH POSITIVE LOADS LESS THAT/ OR EQUAL TO NEGATIVE OE9G11 WAGS. 2. 'PANS. FASTENERS' ARE STUDS USED IN COMA NCTION WIT" ALL MOUNTING EXTRUSONS ("P•-TRACK, STUDOW ANGLE, ETC.). USE 6.25" O.C. PANE, FASTENER SPACING TABLE VALUES PON ALL -W- AND "U•-HEADERS (INCLUDING EUILD OUT CONDITIONS). 3. LORAN INTERPOLATION bgrO N LOADS IS ACCEPrAIRA OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1. 119111% S►AN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Be PROTECTED 2. SCN(DUIB IS REQUIRED FOR USE WITH POSITIVE LOADS O LY. INTERPOLATION BETWEEN LOADS 15 ACCEPTArE• OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF eSSOMAL FACT MIPS IN ASTIR WIND ZONES t THROUGH 3. THE GLASS SEPARATION SO4MU IS POT REQUIRED AND NO MN04UM SEPARATION FROM THE PROTECTED OPENING REQUIRED. JAL a 1! • • ' ► - MAXIMUM ALLOWABLE '•"; 'i DESIGN PRESSURES: AS NOTED IN DESIGN DESIGN NOTES: "01EDULE5 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED sitpPy ATkry�E�NGGIIINNIE�IFY6 IN�AECCOORDAANCE ERMHH THE NED PER DEfERMI , iNA'CARDANr£%F4H'ASC'�7 AN D CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EEQQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRES6UR1E CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, GENERAL NOTES: VISIT E'GALCloal6ais M $rO F.R 9-!•]SPA D_stiT'..7 ri. Ulm � ratA W nO W IL RAGA M90AIa • wsaAxs MINIMUM ALLOWABLE SPAN SCHEDULE TOPMOUNT $ II, �i�1 � <...EAiELIE �iE%dE�Ei7E,:38 s�- ^7E.�7E�E-:�is�E�EI�(®E3E�E7i .T'"rL.LT"7 .E"ri.E:i.E:iE-i.iriGi' .E:Li..iI-...A'7E..l�E_v�i E Ji..'. Eli. E:i..... tt3'i. ® ^"7ai.E7i .EL7©E%;i.tiET>il tl�iJZ ""iT'_i--EiiEiDE:iE:'i--- iE.,iE itE:.iE: ..UAAIA.E, . t 1 STUD . WMAC" a WIXONur • 32K'O.C. aWOTibOrl /x1AU'8Id1 AVx11 Y•IS.� ... LOITOM PIalNr tmlr TYPE As ACO'Dn .� w c�li `Nas'"cwwc CING YALVEG I YLMi.A14C"OA 20-315 wo9D nAn/Ne AAAOPls TNre• • MCI -tics AolJllxw To eana."ft) /,,OPTIONAL EGRESS PANEL DETAIL m INTERIOR FASTENING 1 4 I..2.990" 2.250• r2.250'� OA94'-J�-O.o6a' ,yl aualuax ;°s^:" 2..094 0,7sD z ? P 12F O.c IIf 0.094' 1�14 r-0625' O,o94" T,I. ` .12s. 5:994:: Q i i 5� ,J. (fir J M ON OA94 i 0.125" i IB GA $NS $ G ■ tR -0.3 .094" g .O6z' 'I `� 1.t2U' .D94• A TYR TYP T 4L `v0.062° II --062' L, 0 .375'� 1�.062• �0.125` 2.000' F LLW� ^g21 1.33 -•1 .030' 2. -a Azov 250' -i 2.000' I•- c+1 2,NDN00. TYP. .321" 1.11.1 ,., yJ• I�,eoer �a!s� a wu 11' IEAOEN 4 Cy'� N `- ' tl114 < I� Ic 1.81 1,560'� �156D 510 I�3 X. 31 " 0.376' 0.3135•2 0. 1 .2" LL (�,� 1 0.179' - 'S• 0.19 '-JI! 004b55 GAIN), 1 b55' 0.350" t.007• :� E � u 12.500" PAN[i WVC-RAAE .��� �pp 1 11� 0,2S0' n. _ 14.375'PANELLFI E�r4r. �� DO {0.545 0.541 DASD' s !. $Q I' r I VVV DDlECT10N f 0.090" j'��,D.09D• W.1. 0 i,xrM, n 0.21s' .2ts o.oer .z 0• RD.13s TYP. TYR. 2. -•F iY 0.700' NLD WT'r TRAIX iRAC1 <. S• Ay01FR- TRACK 0'�' 0,957' si;S. 0 -44 r'YM%, wlJhfi�iTr6 JiI.111Y_ . ->�Lf z S LOG ODI t .x'z, vru } _1E1YI 000'071y2p5' 1' MT[p Yrn:re P ANME - 'AL{D[ tEXiENOED] s I� OVENLAP ' II.�YJ/'.nL:`CCO'JATLPII EM3 S r'�-' 25" MAX. 4 MAX:. CORNWt0. RE DST 1 f A 0.1RB"j' �vixere Uj MAX, ru; ti x.., +.2S MAX, Y Ir: crAaYYT' Inn xiF :I.^.+rllY BUILD -OUT ��/u •Jmr Ar- n srJ7r lD^ YDIINI II W[I(Y IIrI I DISTANCE �ic1 Te<J MT•]T'rrN f nr,mNrrK (-- 1.0D0" J i n .._n.AAHai; 1.^I'K t i'YACCY. r 4C .-. Mr�:}t M::4•M rj lt" J'J.Y:: ISiJ.`! L'.<1'•. =': J1.., •Jt , sr � 'x_a• 1cx l,Ame 4101J'e>.::la:-cxJr+:wy EMBED 1.000' ,c1gv<r, i_•S'.Drr.^JJ.1 J1ARi1.P^.. :%Fat[�.W] :Gm.2 Pi'.'Y.5Mill OVERLAP 1�-rt.VJIW-wlt1. 3:92D iM_1'•. c'1'Jra P as: rn. ( A% wu.ut. Oa MAX. 1 F Y:)CY t•:• _ I �.2• MAX- 5 /\ NIII IHNII NwINI f Il>KIIYY Ilk iAll +rw:•-. v.eN Ts 1<�-I N T 1 1.SOD :.•.. Tf t, ^k lta:9 .V'at ,JI 1>7Y, :.. .J-x�v MIN. t :ov.'1'tv.•:aL .SOD' {::w'rs-.V!'J1el.+'twn itsi ll nw-RAT.,i J•4J•> 4'MAX, I MIN. i:e'euJ-!1ltJw map. li.*..•x° su ,iiii Rs n'.T-nn ,N.T.r LT•P :CNaI AJ•R}i aV' Jr"4'• /�cOMERCtOSURE OTNL BED •4; YNx. Y; - mY•T r�-•. C HSAP MOUNT CLO6UIIE DETAA A f'IirT.. V e ANCHOR SPACING SCHEDULE: 24 GAUGE PAPERS; PANEL FASTENERS • 12.5' O.C. 2.3- EDGE DISTANCE -1: HeJ MAX IMIogm ANCNO! PecReela TYPE rw UP To V-11. I Sem Up To r•r I xi UN To it-1r war TWO CI CS C3 C{ war lw►e C3 Ct C3 CA ones TYPE CS C2 Ci C4 LIP a 1• DIOm 7M M oEwuT OtTAAcox Aa J K R 72 12.5' 16.a' 347" 9.9 1 .9' 1 .0" 0.2" 2 6 1 6.8" 1 5" 2 16 0 41 6 " .1 12s' ]6.a' S1.S' *o' 12s" 38.0 642" 1 se,^ 125 lb D" 81' se,•• 11.5' 12.5' 16.a' !Q! • Id.(r 9J" 6.4 QS" 12.5' 36 S 9.1' S4' 12.S" 16.0" eel" 1 4• !Z V. 12 S t60' 91 16.0- *f' SA" 3A" 329 160"E3 34' 6." E 1' 12.5 3 0 1 1 12S 160- sd• 14'M 1•. a'IMNID 33 I •'/ DCY.'AtT UITMCON fl 1 16 S2 72 115" 1Ea 16. 3 a' 5 12:5'if 0' 110lI 0" 125 f6 O'33{ 3. 16]" 125'1 9' 0" 1 9. 5 6D'.120 96" t2 s' v IS I n• 1 9 !' SZ 5' 1a 3S6 my 1 1 1 1 " 2 5 15 D' 11 9 A5'• 57. 77 21 9 9 S i2.6" 16C"SS.V' AS" 12.5' 16,01,119 9.5' 125 15.9"319 95" z D V 7 M rNNHI 1 73 ALi.tegl solLo Ser ,Hv•.v': J3.::M:J 41 4e Op,(9L ' 32 EM 7 13.1' f6A toff' 16.0 12 S f 0" 7" 3 " 6 11 1 4 l2 3 ' t .n• 1 " I 3. .q i1.9' SZ.S' 16 tl ROM- 12 5 fa 0' 116" l0.e" 121' t6:0' 32.5" 10 ' 12.5' S2.S' 16A 156' 16.a' !4A" 19.Y 12.3" 1 .9 360" 115 1D 6" 2 12.5' ]8 0" 1L8 l0.6" I25 12!' 1QD" 12.5" 1![,D" 12 ' 10 S• Mall 2.S' 7 a' 5 3 15 0' 5' I i•Y 1• a INMFIP 1 W 33 �1N'INI /ANN M41h 41 !Tv ^3.'. a -•sir fe !f 52 2 3a.S' 12.7' 16. 141 15.0" 16.0^ ISO, 1 5 1E.0 i q 2 12.5' SBA" 117" 114' 2 12.!" a 0 f 0 16.0' 15 6 12:6" i1J" 12.1' ]Qa' SQtl' N 1 • 21.1" a.0" 1 6..Y 11.z" lz. S" 6 n• ] " 1 3 ! 1 1.Y' 12.5' I6.0'' ISvq 3 a' 12.5' 16.0" 115" LITt2.5" 16.0' 35 5' 11.2" -S' 16. • i ' 11.111, .S" E 5" .1" 2.5" WOE DISTANCE [� 3/14• r l' VR CN6m 13 nlwN 11111NMDN 41 4e 32BEEN 32 a I-1 4 IMXI II 93 I!a 1[rwNIIII IRNbtl 41 46 52 Y"'-- 71 6.25' Q2S' 6.25' 12.5' 12.5' 6Y :.3•. 6 S6.a• 8.5 6:]' ]37'• Q2 ' 11..]" Q27' e.!' QIS' !' f0.5' 625' IN: 6. S' 11.5' 12.5" 31.7" 11 36:a' 7.!' 73" SS.6'• 6.0" S.B" 41l" 0.3" 9, 12 !' 13.1' 6,15 J.2" 10• •<a! Q25• 6:25' 9.1 9.i' f2:0' 44" 4S' I/4"TI-17r /NNrU l3 iTw SA. TAPCON 41 M 52 74 12.!" 13.3" 11• S 0• 6:2! 10.1' CL" 4 a• 61.5' 10.7' 41" 4A' &2s' 3 i 47- 46` Z5 lOJ" 41 4.0" G2Y lox 43" 4.0' 6,95' 10 7 41• 40 6,9 7" 4 0 7' 4 1" 4.9 z Ile. r7M FNXH, 33 ALL Palm SOLID SET 41 N 52 �r'1ai 72 11.3 " 360" 14 i" tt.r ILL 140" 9 ]' 7.1r• 12 5' to:0• Q7' 7A' SAS' SAD ILL' %1" 325 18:0" 7E' 6.9" 125' I6A" 78- 69" 325' 12.8" RZ1. fir lb.a' 7.r 7,2' QI" 125' 16.0' Sd 5' 76A, 77' 62' 7.7" 4.i" 12.5" 12 S ` 1QD' 7.7" 6.2" 36 0• 7.7. 61" 114'tl L1•EMBED 33 n/whir MNHMir 41 H 2 525' T2 12.5" 16.0' 6A' S:9` 623' 21.3 /4' 41' 425 10.3' 40" 3.7' 12,5' 114" 5.2' 1.B" 25' % - W. 13" 6.25 9.2" 3,6' 3.3" 6.25. 113' 4.4- d25A2" 35 13" 9.2" IS- 1.3" A QZS' 106" 1.1• %2' 13' 3- 7.8' 3.3- 8.16" 92" 5625" 92" 9! � NAX tle3�e TYINI esenuuac e PEP u uP I zeta Iw Nl,r«' tinl1 uP <, ur• Ir tear TYPe tort Tie Cl CZ 13 C4 CS CZ C3 C1 wNe TYPe CS CI C3 C4 1/4.1 r maw 33 11 ' •1:XIw u pp 48 � tl� SL 72 12.5`1 6.a' o• 1 16. ! .r Illy,. L6.0" }. 12 S 36.0' 16.0" 6.7' 12 S' Sa.ff' SQO• 66' 12 S. Mo.; 18.0" 131' 61' 11 S' 36 Y 14.111" 501 11.V ICO A.0" ' 7.S1 , ' " 2 16.0• 14.7" 6.0- 12 5" 16A- 14.7'• 6.0'• l2.5' In s' 160- 18.0• M.a' 147- 6.9' 11 40' 12.4' 16.0" 16A' 317" 0' 6 to r• 6.0' 124 11 5 4 ' 16.0'1 7 BD' Sa.O' ]4 7" 8.0" (11t1 alb 1!]'OI 33 WOOD SDAEW 41 46 32 71 1 .S' 2 6.a' 1 140' 10.1' 32.5' 16.0' la i" 1 0' 33 S 1 A- 0:" 6 1 6 6.2' 12,5' 160' 141` 61^ 12.5' 16.0' 9.7" 56• 125" 16.0' 9.7' S.6" 12.5' Ia.S' 12.5" 160" 1L0 S6.a' 11.3' 16.0" 9.6' 70 ,S' 12 64' 12 S' 9.fi' 12 S' 6 " 1 .0 18A' 6.0• SO' 5I- e.6" !3° Ild" 5:6' 32 S' ]2 5' 12 S• 1fiA' 9.8' S 6' 16.q• 9.e' !A" 16.0• M' $ri" 371'A l-114 CMBCO 33 TAP CnD'CM6' 41 y, 4B 'I" ice• R 72 12. '- 1P.5" 16.a 3Q0° ]Qa' 119" 12 14' 16.0' 16.0' 11.5" 9.1•' 9. L" 9.1" 9. t' 12 Y' A ' 36:0' 302" 16.01 9.2- 12.5" 12.5' 1I: S' 160' il.i' 16.0' 1Q5' ]6.a' 9.1" 12S' 52.5' 11 S' 16.0' I8.0' 16.0" 1291 32.5 12.5' 16.01 9.1" 16.D' 9.1" F . a® S/9" 93 All Pt11NINAAMY 41 WOOD BUSM0 48 1IC ILIeeW 52 R� 72 1 6.tl' E,6" 7: 15. 6.0" SS" 1 iZ. s' B.a'7.' ] 0 9• ! li S' 12.5" 1 a" { 1• Q23' Q24' 12.3' 1.7' 4.0' 6.25^ 11.5' 1{ 2' S S' 47' 2 412.3' 4.7" 4.0• QLS' 3.9' 1.7" t.q• 6.3Y' 12.5' ♦7" 10' Q2S'4.T" 40' ANCHOR NOTES: I. ANCHORS SC HEDULE ULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ON PIE LY PROVIDES MAXIMUM ALLAWABIE ANQifft SPACING. M MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED I N SPAN SCHEDULE SHALL APPLY. 2. BNTE0. ANOldl SCHEDULE BASED ON PANEL FASTENER ER THAN OR, THE EXISTING CTURE B ANCHOR TYPE. SELECT DESIGN WAD GREATER TFL4N OR EQUAL To NEGATIVE DESIGN LORD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.S ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF WNNECTION TYPE). I. `PANEL FASTENERS" ARE STUDS USED IN CONI UNCTION WITH ALL MOUNTING EXTRUSIONS •F"-TRACK STUDD D ANGLE. ETC:. USE 6.23' O.C. ( E ) PANEL FASTENER SPACING TABLE VALUES FOR ALL "H`-AND •U"-HEADERS (INCLUDING BUILI)Ol1T CONDITIONS). 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONLS. 6: I�AD•DUM M EMSSI)ME R SHALL BE BLOCK HOST AS N SHALL NFORM TO ASTM ON OLOCIL H ANCHOR SCHEDULE. 7. MIMMUM EMBEDMEM AND!'DGE D857ANCE EXCW D6 STUCOD, FOAM, BRIIX, ANO OTHEit WAll. FlNISHE9. WALL F1NI5MIX SHALL BE LIMITED TO Li{' hIAX OR SHALL BE VERIFIED 8Y DTHEIg TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 6. CONCRETE rFwoas E A NOD 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 I O NT ATE WOOD FRAMING MEMBERS, NOT PLYWODD, FASTENINGFOR TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. I.D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X r (SEN.) WOOD STUD (%' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE' G-0.55OP. GREATER DENSITY. LAG SCREW SHALL HAVE MDU.IPS PAN HEAD OR HEM HEAD, 11, REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOLID -SET *MASS BUSHING. 12. MACHINE SCREWS SHALL HAVE 1f2' MUdM1M ENGAG154ENT OP THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER MEAD (SIDEWALK BOLT) U.N,O. 13, MDDMUH EMSEDMENT AND EDGE DISTANCE OCCWDF5 STUCOD OROTHERWALLFINISHES. I. DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES. 15, 11C DIRECT MOUNTING CDNDITIONS. 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THUS SHEET, fill N CU s to U � O Q Q• .� c O CIO CD CD CU 0 O CU 0^' O 0 O Q O W CU O O LL O .� E a) CIO O L CV Q z z W J A z 9T o CO m X > a- C C O nor NY Cn _ C v)E 0 Q Q VO S' M UN w > tit .T) > C w a) = a 0 C 0 0 U M > > 0- L O W �a W i C/) CU O L Cf) 0_ CL U CIO O CLL L) CU a..a..a LU C z z z a J d SHEET NO. SH 1.5. 1