The URL can be used to link to this page

Home My WebLink About6392 Ten Acre CtE ) 3 ) ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAID or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BILK, Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.0 General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KMALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or TO. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation FED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES & MODEL UPDATES 06/01/18 4.1 REVISED SGD, LANAI & WINDOWS A T r� r— w r % 06/07/18 4.2 REVISED DINING WINDOW TO 35-SH 12/19/20 5.0 FBC 2020 CODE UPDATE El Ll [11 E�] Ll EJ E:1L:1E::]E10E:1E:1E:1 E:]E:]E:]E:1[1]E:]E:]E:I- INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN j 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN �V 5 FOUNDATION PLAN — 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS - S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL HURRICANE SHUTTER PRODUCT APPROVAL C�J'Ll ILMENNAR.., 1763 MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N �V er a� N 0 F ao _ a C7 N Ro N N L � N � 4 C„ dY d E c r c a 3 � A •C T y as v,REC;E 1 V'E L DEC 15 202Z 0;;il:ilit 11 ///Z' �2 ct pF tLJ w � � ••. v F L 0 �•.� faltltlfl4it`` 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. M! W E a o o 0 ci o G: `° (D Z3 LO yy YI r r J eiW M V J Q mN LL u� W LL _ W Z a a D C �C, o w o � r— O LLW in�O' m Z C14 Z N OU < 0 W ❑ ❑ Z N v) o a Z m N z o � Q — n U) M N z C3 v 0 L -JJ y w T, V � ° V O L„ g to c y �c/1 w� U J E L g U o S o �w M J � Z � LL ;jE O E V oo<R w 0 za z® a -0 a oQ Z- 0 N ro o ao az ww L �o � m 0 � C C¢ U o op Z in aw ZZ a am a< g° o O a V 5 _r 3 =o 0 ti = LO o ai w ns 0 i O co T T T a- m LO O U a o O L.0 T Q M C 1� CD N o (9 7 O 6 0 Z Z E T N E m a v � "ao JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. C S O. BATH 0 50 BATHROOM 2 VARIES, 2" LESS THAN CABINETS BELOW MIRROR � VARIES O. BATH ILI KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. CURTAIN HEAD ROD o-- 24" TOWEL BAR TOWEL BAR w Q ON WALL ABOVE TOILET TOWEL BAR TUB OR SHV $ � ON BATHROOM WALL L Y L MEDICINE60 VALVES•el CABINET TOILET SOAP PAPER DISH r HOLDER 4 OZ OLL Z 0 in Cn M m iv LTOU FIN. FLR. BATHROOMS, SHOWERS AND TUBS J DOUBLE RODS 60 i!1 VARIES PER FLR. PLAN SINGLE ROD CLOSETS LAUNDRY TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS 36" H UPPER CABINETS 30" H UPPER 16" FOR LINEN CABINETS 12" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE O FINISHED CABINETS COUNTER TOP 30" H BASE50 0 `O 00 CABINETS 60 4 LL SIN F n fO a 1'-2" O 2x FRAMING & 0 0 17 1/2" GYP iv cn N c? CV BOARD FIN. FLR. FIN. FLR. x SHELVING ISLAND COUNTER CABINET BLOCKING 1'-8" 'I ------ LANAI � 1 8-8,FLAT CLG. A.F.F. I 9'-8" I I I I I I O I HB I I 6068 SGD I - j L N - -8-8" TI E C1 - L I I I I I I --- { - j - - '-0' - - - - 4-6"- -- 1 _ O U) II W � -0 1- - 0 1 1 T' >♦_ - Z I i i ---'t� I Z I -Y -; 05 7 t $' 8" FLAT CL6. I I - I--'T1tl W Ll. Cr PLUMBING LINE - k I I - TO SECOND - 5'-4" TO" �0" FLOOR I - B$ - 1'-4"X1'-4" "L" SHAPE CMU COLUMN 10'-4" J TYP. @ S6 2-STORY O 35 SH AC PAD DINING - 8'-8" FLAT CLG. CARPET In N GREAT RM 8'-8" FLAT CLG. - CARPET -- (3) 2x4 #2 SPF STUDS W/ (3) 16d NAILS AT BASE r !11111:26� 1= I I�I 1 1 I I I 11 11 1 1 2 11 1 g I IIg 15 GARAGE - WALL �� FLOOR G.T. EDGE OF SLAB 2" w --QSHEAR B YOND WALL w 6.4' 4'-5- 0 BUILDER TO PROVIDE Q - LU APPLIANCE PROTECTION S4 cc UO C WHEN REQUIRED PER FBCLU S3 m H1 p z W/ USP L TA18 STRAPS a (CENTERED) EACH SIDE OF J U Q WALL TO ABOVE FLOOR TRUSS = 16" O.C. S6 } lL� J ClU_ 2-STORY • ; W GARAGE m 8'-8" FLAT CLG. A.F.F. z O 19 O LU LL ~� ■ N Z�li q--- ------------------------------1 LO S3 I I I I TYP. @ - I SINGLE ■ FLOOR G.T. STORY j 8"x16" CMU COLUMN j I W/ 6"x12" ABO E K INTERGRATED INTO HB I S4 TYP. @ WALL W/ (2) #5 I VERTICAL- ■Ile ------ -- 16070 OVERHEAD DOOR O in 1 � ^ ALT I I AC PAD I I I� JINr J S6 TYP. @ 2-STORY 4,-4„ -1/2 WALL = A OR RAILING N L PER SPECS FLOOR G.T. -- ---- OA'--r - _TPEN F sV. 4 :2x4#2 SPF': ENTRY 8'-8" FLAT CLG AFF ■ 12"x12" CMU w/ (4) #5 VERTICAL o I OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 LD +28.3 / -37.0 O +26.6 / -29.1 LF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 25 1 S.H. 13 20X38J 181X371 S.H. 14 20X501 182X50 S.H. 15 20 X 63 181 X 62 S.H. 16 20X72 181X71 S.H. 1 H2 27 1/4 X 26 26 X 25 i S.H. 1 H3 27 1/4 X 38 J 26 x 37 n S.H. 1 H4 271 X 508 26 x 50 S.H. 1H5 2763 26X621/2 S.H. 1 H6 271 X 72 26 X 71 1/2 S.H. 22 37 JX 26 36 ' X 25 1/2 S.H. 23 37 4 X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 501 36 4 X 50 S.H. 25 37 J X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 1 WIDE S.H. 32 54 X 26 52 X 25 J S.H. 33 54 X 38 52 X 37 S.H. 34 54 X 501 52 1 X 50 S.H. 35 54 X 63 521 X 621 S.H. 36 54 X 72 52 � X 71 � S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2' FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS FIRST FLOOR PLAN -A SCALE: %4'=V-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills Indwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. Ml507.2 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) N 0 N oD = c� N a G W U .-:E o C3 �' =. M V C-4 G] CS C= N -O 04 t CA Cp -X fV 32 W Cu CL 5 c � 3 � is 3 =•°'mod d=o = E o a U 0 w \�`%�`\',�� N Q` f� �•`• csa J" < 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 g 0 E $ p o ai Co C N_ Co °J> `0 tii riI n r J Z N O � Ci C J L MLLtL a -v a � C: _ o� 0 @N� 0 O O W Z u°��0�?°' m w 00 N ° a J Z N 03 W ❑❑ Z N to z iz z o J d � N N Ch z CD 0 (n lL C ) O-� �J S N c Y r- � IrJ '® J r- - E f0 L I _� m O �0 N 0 so � o J w M M is o `~ Z a a LL c6 E Mo ��Qo w� >� �® E: z- CC O E gU a� <a UOU 0, wZ N g �� L CI% 6 A. z U '0 0z z z � J J Nm ism aw g� t�z 3 oa 0 go a3 w few O a W T� i mE r z =3 �0 [7 O wa 5 ;o a� 0 0 C:) = �U J O G1 m T c� O T T T I..L �tnT I_V 0 N L 1 m Lid O O Cfl o LO T Q � �--' N j O CD � 0 0 Z z E T to y m c a E U � v «? ¢ c � JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 1.1 1 1 111! - - I SIN ITN CONT. HANDRAIL RETURN TOI_ WALL DETAIL. � A 'SCALE: NTS n 3/4" PLYWOOD DECKING STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/411 (16) RISERS AT 7 -9/1611 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. C51--t 16 \ 1 \ \ r 15 36" H. CONT. 14\\\ GRASPABLE 1 FLOOR - SYSTEM 13 \\ RAILING I 12 \ M I \ I 11 \ 1 Q11 I \ I 1x TREAD 10 \ \ \ i ,�Ico "'p (TYP.) 9 \\ 1 00 1 \ 1 C)- 8 \\\ 0I� I C� r 00 STORAGE \ \ 00 UNDER 7 I _ \ I STAIRS 6 2x FRAMED 5\\\ WALL 4 �\ I 1x RISERS 3 71 (TYP.) \ \ 2x FRAMED (3) 2x12 2 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ 161111o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SCALE: 1/2" = V-0" I SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1 STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM O LANDING FRAMING (2) 2x HDR. REQ'D @ ENI LANDING FOI STRINGERS - CONNECT TC lil PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/1USP 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 42" KNEE WALL WITH 1 x8 CAP & CASING ,0 1 x8 CAP & CASING 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'4" 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 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - F--------------------I I 125'-0" I I 1 H1 I H1 1 I 16 TYP. @ D2 ,16 2 O J ED2 CORNERS I A 11,p S6 125 H U.N.O. 25 TB 60" X 36 GRESS * E SHOWER O FIBERGLASS H1 0 6 c6 -- {- 8 D2 T 2068 -�- � $'-0" FLAT G I o BF rTIL 33 ' 10" 33 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 60 TUB/ SHWR TILE TO 7' A.F.F. H1 PD2 `4 O DRYER VENT THRU SIDE WALL- ) Q HANSON BOX @ 36" A.F.F.- r WIRE SHELF a, @ +54" A.F.F.- J S6 TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 4-SH WIC R&S I 81 0" FLAT CLG. i CARPET o -- �lg�� 2068 4" in LO �ACCESS� I 101:,, I ILL ----- - R&S _ p 3'-3" 9 - � 0 9 qq - _.- in TB' OWNER'S SUITE 8'-0" FLAT CLG. CARPET - G.T. - 00 BEDROOM 4 8'-0" FLAT CLG. CARPET 0 1/2 WALL OR HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE J S6 TYP. U.N.O. rn RAILING PER SPECS w TECH CENTER w N 6 T-9" 5'-11" 2668 1 V-4" D2 2668 A L---------- BF � H1 N. 6R I I 10" 0" I 19 I cn 1 5068 BF TY 1 1 'v °) ' EAU N 1 1 14 1 _12 11 10 9 8 7 6 5 4 -- ----- J� IC---------- 1 i-'0' FLAT CLG-- 2652 R&S TILE in I3-11' 3'-10" T-11" - ------ 1 4068 00 BF co ?. 5'-0" 5'-10" Co 9'-54- y�' N � Av rL s6cp `� v 3 D2 N I -1N SIM. W/ (1) 5068 I G.T. _ ;_ MSTAM36 1 V-6 - - B 2" - 1 V-2" STRAPS @ I BASE r` BEDROOM 3 ; BEDROOM 2 8' 0' FLAT CLG. ( 8' 0' FLAT CLG. CARPET CARPET EGRESS* I EGRESS* I 25 SH 25 I © © IE D2 22 39 I H1 D1 D1 IJAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN I I PER DETAIL 6/D2 L-----------------------------------J 6-10" 5'-10" 6-8" 6'-8" 18'-8" 6'_4" 25'-0" 0 M v OPENING PRESSURES ENCLOSED - EXPOSURE "C" Ao +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 oD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25J S.H. 13 20 X 38 8 18 X 37 4 S.H. 14 20 X 50 5 18' X 50 S.H. 15 20 X 63 18 2' X 62 2 S.H. 16 20 X 72 181 X 71 � S.H. 1 H2 27 1/4 X 26 26 X 25 21 S.H. 1 H3 27 1/4 X 38 s 26 x 37 4 S.H. 1 H4 27 J X 50 5 26 x 50 S.H. 1H5 273X63 26X621/2 S.H. 1H6 274'X72 26X711/2 S.H. 22 37 4 X 26 36' X 25 1/2 S.H. 23 37 4 X 38 36 21 X 37 3/4 S.H. 24 37 4 X 50 36 4 X 50 S.H. 25 37 4 X 63 36 # X 62 1/2 S.H. 26 37 4 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732' WIDE S.H. 32 54 X 26 52 ' X 251 S.H. 33 54 X 38 52 1 X 37 4 S.H. 34 54 X 50 5212 X 50 S.H. 35 54 X 63 52 J X 62 S.H. 36 54 X 72 52 2'X 71 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding % inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or 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 FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN -A N N am o W V CDca1-1N ci o Co Z+ x a o nu °i ca Q 3 cc 3 m c N d'a o � o a 0 ASE CJ• • CN J F�J 1 J 0 ar C) o 5' •• F (.. �s✓��//Q�OFE S, 0%4� 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 a o Cl) 8 0 N Y 0 C N r� P J Vill N� w V cLLLL , n. _ MC t mC o �y W w O 0 Z IL LL N�pjO' m w LO NZ a 0 0 N OU ZCl) U) W ❑❑ Z N O z 2 �zo J - a N � - N z 0 o v M E LIJFE M U V) W 8 c c> W ~_ t 8 ! U 0- c d Q 00 N ° O co W coi co o� Z U- E =o }NN <� O E - '® co $ aE � 0° o � wNZam�ao<z -2 y-. C zx O OC myz> Z Ui 11-s < 2Zo I ovg W w _ ��w w< �V is a 0§ �C:) > Lln J m TM 0 O co T T r 4a Cr T �- U) � I- Ln O 0 r-- 00 o G) T Q � O t E 7 O CO 1 00 0 Z Z E T IA W c a ci � i a a JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 1.2 --_,-'.1., Ill 1.,.." n.I"mot, 11 1 I_lI I l_ I-- - I FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 12 5.0F FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS -------- MIS TEXTURED 000000ao 00 FINISH ON G !� Mimi 1.' • 1 12 5.01 9'-0" RIDGE VENT 12 CJ 25-SH CJ 4.01-------------------------------------------------------------------------------------- CJ/WEEP 1 -Jirl 12 14.0 -------------------------------- ----- -- -- ---- n 25-SH 25-SH TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) RIGHT ELEVATION - A SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. txterlor t;overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861, R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 U cc !V � w W CD u a e; o �vr4 -O cc X C W N d :o N Q d N a� c = W �a CD 3 3 eo ry m .a = d = o H as �o d U o` �. S �. ''N J r, U �0 Old OPE S S1014�'\ 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. rn W a 0 E 8 V W 0 C) 00 N o'! M A M CD co C U LL W LL IQn V Z 0 1 3 J L n. cc= 4 °' t A 0 WoMN000 cp ' W 05 m Z LL LO N Z Q k aJ N OU y Z W C3 El U o z m z o � v _J !Z � - N M w � U 0 w s to c �V) U ~ E t 8 I J c U) d Q co 0 • �Q sm o z w M J o a Q ILL. ce E zo rN 0® 0 E w° <= w00 rQ X O V 2� 0 ] 0J Z N io .w d . U z `gym E mo ¢ O Z cu N J ¢' ¢w �z W N Q 3 U � od - Zo go a mw �� Mill 0 V 1� " zd 'X a= 0�3 T) >U-) J C rn m m O C r r r Q Cr = (n -2C) CV L 4-J m 2 LO O Q (0 (D 04 0) LO r Q CN C)r ui w C:)N ( 0 o Z M Z 7 E r EL U � Q O JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 2.1 l!s General Notes 12 FIBEREGLASS SHINLGE INSTALLED 5.01- AS PER MANUFACTURER SPECIFICATIONS 12 FIBEREGLASS SHINLGE INSTALLED 5.0E- AS PER MANUFACTURER SPECIFICATIONS RIDGE VENT EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 FLASHING - 14.0 IT_. 35-SH I----1-----------------------V—J- 6068 SGD TEXTURED F CEMENTITIOUS FINISH ON CMU (TYP) REAR ELEVATION — A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT EXTERIOR PLASTER ON FRAME 1 H3-SH FLASHING 24 SH 12 12 4.0 CJ CJ � 2�, --------------------- ---- —----------------------CJ —-------- F CJ/WEEP --------- ------ ---------------------------------------------- - ------------------------------------------------- 1 H3-SH -----------------------------------------------------------t------------------------------------------I---F TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) LEFT ELEVATION — A SCALE: 1/4" = V-0" ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. overing R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"A" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 N N 0 9 00 N I— s U OZ0 -o ul = i O v ag o C t0 W N O Co x LLL. p N � O Q y N Y � d •� g s � a> u = Q rz 3 A co a+ 3 �C= O N t �a aL) 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 An 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 g v E o N8 « C C o t0 f0 fV W O N CD in I— ` fN a CNi v C J # LL LL U. W d Z J —ern c mo 1 W og`"C o 0 0 ��m� Z LW co NZ a J N OU L) N Z W 1113 Z N M o g z m z o � J d � r z �-1 Q) U 4-1 U O ,-, s N C V N = .) f6 •— V 8 c U3 Q N 0 �Q Irl— o MZ w M --I p zo > n. O m u o w o �® �a°< L)o Z E N t ag a aW A? L rp U)�<°Z ¢ O z m � F O Z N �� oa x�� Z ao W W � "LL a � � CD O Q Y � 0 V- $ITT° 3a? 0 > LO J 0 rn m 0 i� O CIO T T r � T T m 04-0 N O Q CO O C14 O O LO T Q 0) O r 6 O CD ` op o z r N W FL0 � Q 0 J JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 2.2 — - t ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI 150 AMP/ 200 AMP 01 #10 to WH 10 #8 to Range 10 #6 to HVAC METER MnI N 150=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING o #4 GROUNDING WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL Notes: unless otherwise noted, CODES AND THE LOCAL POWER/UTILITY COMPANY. 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. '-' 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a ' Nationally Recognized Testing Laboratory. 3 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance : from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. J ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER i WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET g G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 3 220 VOLT OUTLET i WALL SWITCH 3 THREE-WAY SWITCH ' FOUR-WAY SWITCH ?4 ' R RHEOSTAT SWITCH i 3 CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE i 0 j ® RECESSED LIGHT FIXTURE i 1 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS ` TRACK LIGHT 2 FLUORESCENT LIGHT FIXTURE IO EXHAUSTFAN ,O EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ' CH CHIMES (OPTIONAL) 1 pg PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI ELECTRIC PANEL J DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN i J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— Cr F W LLOLU W0 > -jm WP GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS - U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN_ SCALE: %4"=1'-0" ---------------� ■----CANAT %8 ---- I I AC PAD I P GFI DISC. IMI GFIqp qP qp IALT II -- 1 I I VPq • AC PAD I I ; - I� -- �' OWNER'S T {• 1 DINING WPC---' �- - --IGTA_P R - f ---i SUITE \ `� 5'-0" OPT.- <•5 ao 10 12 -- OT I I / LIGHT AS PER / /(/ SPECS - ii— OPT. CLG. FAN/ �I / LIGHT PRE -WIRE PGHDTANT PER I WIC_ SPECS RECEPT. FOR 1 / - 1 3 I j G R EAT R M ALARM SYSTEM I I 1 GFII1 GFII -- I - —12 U.C.OUGH-IN L------- ■ I --I YI a 1 I .C. OUTLET FOR OPT. 9 - - I 61 FAN/LIGHT - _- _._ _ S.D. CA 0 SWITCH FOR ' OPT. CLG. FAN/ `- I -- --- - -' /OPT. CLG. FAN/ DISPOSAL / \\GHT PRE -WIRE I � � LIGHT PRE -WIRE GF A 2 II II 6 W 19 PROVIDE PH AND OUT ETONE ATT CHBLE BEDROOM 4 CENTER S.D. 3 - - -Af E 6 ---------- F- - T L 3 rs;kN) 3 4 �� \1 T - I I S IUH W I 1 I IIII I I I IIfi B L • } � - --r--------- -- LV GFI @ 44" - - F- i \ `\--------- W.H. ' A.F.F. - I - + - - - 44" A. .F. ■ qp Z W I - t-" ---_ - Q - _ S.D. S.D. o GARAGE >- \ LIGHT AS WP ID� I I OPT. CLG. FAN/ U PER SPECS / GFI LIGHT PRE -WIRE W 12 ,,GARAGE G E I I OPT. CLG. FAN/ �� GARAGE / O I I LIGHT PRE -WIRE G J/ DOOR ENTRY ' ' G - I GFI r------------------------I - i BEDROOM 2 BEDROOM 3 I I � I I I I I IRRIGATION GFI I ■ I @ 44" A.F.F. t-------- I \ I I I I I I I I = I I I I I I -------------------------- ----■7------------------------------------J COACH LIGHTS OR PREWIRE AS \ PER SPECS -� HANSON BOX 1.5" VTR 3" VTR III, III, I �I I I I I I I I 3" VTR III, I I I ,I I 3" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN -A SCALE: %4'=1'-0" N N 00 N c O m " > W o � a Q« o C 4 --omac C Li 0- — r0 C L CA C141 to to N 3 1 do�a a+ CM . u ar c n W N Q-� C E � o a N O N 0 0 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. 9) 8 1fiQ 00 C o N N 0 .w a � V ik LL JLL� w a_ 13Z ay ��°' L f 9 _ o �. 0 2ry(D Win�CP m IZ= . Nz0 w N O U Z W ❑ El U' c') r Z N cn o Z Q � U �N� z 0 LL L v-), U 0 N � N W (:!f = po° O ) r^ c Q rn ul 0 M Q N I� o M M a Z Z a U- aE �oa6 wLLz® Z0. m O o CN vg @ Z �o a� wo oa 00 az wZ E .� ¢o "o Z ro Ui c C J OY U m tl Z � � W Z W VJ CU �� 3 r 0a 0Nw z ao � o J w w'W M 90 I5 ar COO v za I ;3 c 0 > Ln J O rn C9 O ca T— T T Q Cr r U) 2 m 0 N Lin 2 Q � N Cq LO T < N M N —O T v E E CD to y 0 o Z Z E rca 0 (a c a) a U Q JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 3 I ) ZONE-2 ATTIC SPACE 60 SQ. FT. o Ak 0„ 4:12 SLOPE 4:12 SLOPE J I I 40 I I I w I i i oCN I CN r I y�A Lh �\Q VENT 4'-0" OFF RIDGE VE � I 5:12SLOPE 1�—— ZONE-3 ATTIC SPACE 1071 SQ. FT. H Z w LU 5:12 SLOPE 0 w 10,11109) ti% I w a O I U) LO LU a 5:12 SLOPE �,Q O rn r I - - - - - - - - - - ZONE-1 w 1 0- i ATTIC SPACE cn CN 97 SQ. FT. ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED Rule 1/300 Rule Rid e g Vent Amt Off -Ridge (No UpperOVentilators (Must Provide Upper Ventilators) (Ft) Amt. Re q•) 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 97 93 13 47 3 23 0.0 (Zone 1) 0.0 0.0 Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 (Zone 2) 0.0 0.0 Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 135.0 138.0 (Zone 3) **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"=1'-0" i -1,,. ,. _ -3"1 r P, I.. i[III 7. I I I. I I I WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU Uj in CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY • #5 X 25" X 25" CORNER ; , ; ; ; ; ; :' BAR ONE FOR EA. �;, HORIZ. REBAR, TYP. U.N.O. �� • �� • _ `*Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 0 F- O - 1 � PLUMBING LINE O SECOND FLOOR- -9 o1Z NIO 00 60 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY A S3 ire TYP. @ T SINGLE STORY O M ZU'. 25'-0" 1'-8" 10'-01, 13'4" 1'41, 7-4" 1'41 2'-O" x 2'-O" x 1'-0" L W/ (3) #5's E.W. I o I I I ' 1 11 2 -0 1 11 11 -4 11 6'-8 v N � ^ ��11. " 1 3'-10 5'-2' F-8- 1 11 1 -4 �„ I M I AC PAD I f_---11 • • • • • all ;a I I - - - - - - - - - - - - - - I II ALT I I AC PAD I I 1 I PROVIDE: 11 1-1/2 RECESS � J I I TYP @ I I F R SG DOOR. REFER S6 2 STORY HVAC CHASEBASED I I j TO MASON'S SCOPE ON LOCATION I I F DR WIDTH I �y 1 I I II I II 1 0 T'- r CDINDICATES FILLED CELL I r T I W/3000 PSI CONC. GROUT I I 1 1 r FROM FTR. TO BEAM W/ 1#5 1 C.J. REBAR_VERT. ABOVE SLAB. f T _ _ TYPICAL @ ALL PLACES I / SHOWN HOOKED FTG. 1 DOWELS 17" EMBEDMENT I I `? I - - I � W/ 25" EXT. ABOVE SLAB I 1 � j o j j "GRADE 40 STEEL" j 1 I L__�I I I I • I F'�' a III I I I • 11;—Iyll ;IW o I a I II-� 1 BIZ Y I � I I I I I I I 11 1 jlj 3Y2' MIN. 3000 PSI CONC. SWNB 1 o0 'T 1 I I FOR HERNANDO COUNTY ONLY I C° `0 M 1 W/" MIN. 2500 PSI CONC. q(AB OVER I 1L 1 6 MIL VISQUEEN VAPOR Q#.RRIER I L I _ _ C.J. _ _ L -1 21To11 i 2111 5'-3" 15'-4" I • W I 0'-0" ELEV. 1 1 I o FIN CONC. SLAB( 1 I M 113'-0"x3'-0"x1 '-01, 10'-7 1/2" _ 2'-0"x2'-0"xl'-0" 14-5 I / W/ (4) #5 E.W. _ t / (3) #5 E.W. O M I I eM L---------------- -------- --------- --- -- -- ---- - I -3 1/2" 4" STEP I J 110 00 I C DOWN "jI I S6 CV) 17'-1 11 S3 MIN. 10f, 6'-4" 1 50 It TYP. @ O K 1 2 STORY W" I S3 I L 1 j • • • (BUILDER TO PROVIDE 1 IAPPLIANCE PROTECTION a I 1 I TOP OF CONCJ I WHEN REQUIRED PER FBC 1� OJ REC SS FOR FRT. DOOR 1 1 N j PRO IDE 1/2" x 91/2" I PAVER TO BE 4" . 1 9-_4 - 9'_4" I 1 BELOW FIN. FLR. 1 I �11 I —+-- - - C.J. o0 1 N I I o 00 2111 TYP. @ ENTRY 1 I r 1 2'-6"x2'-6"x1'-0"j W/ (3) #5 E.W. I - (2) #5 VERTICALS F-4 I W/IN FILLED CELL I 1 J A I N S3 I S3 1 10 S3 q I I ED L _____ 3'-0"x5'-0"x1'-011 • • E.W. 16-8" 18'-8" 25'-0" 6' A" 0 00 v NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING O 101 (IO ON FOUNDATION PLAN-ELEV-A SCALE: Y4'=1'-0" flo N 0 O > W _ V CV — Co x c W- a M o cc y CN 10 Q r C'V Y o- W > E L c Z _ 4 ea io m a� c o d Cc N O.� C E �o a� • �I `' - G 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. 9) 11- W Q d EEo J 0 0 O N 01 O 4; 00 C N -W °0 � di Q CD M V 4b LL C J LL W M LL (LZ 13:� w -v a L N W $ O D 'cc N �p 0 L= coT .m � aJ ZN OU 5 W pp Z N g Z Z 1= Q v J - d. G N I ^ V) z WO - cD � o LL •+--� (a CIO w V Ow Ln C N Ln U w � ' � $ I I <� L U o • c u' � r• Q N 0sm o co W z U- E oo <R o o z Z® 0. Z�+ H X. U 10 nu p I�r a w C �L o � C!J Z Sx o m 0O , Z Z U 3 a Z o d o0 � a �w W aLL �3 '� o wl ol� za o o3 Io O m � ca ca c� O to T T V � CN m I.() U � O O Cfl I- o L0 T Q M - r j CDi6 CO N 0 o Z M z E �— •, � `m _ asm E (L 0 o JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 5 e I I _ 711101n I 1II � "T11 r I I III' I II I I_ I I I ) TYP. @ CORNERS SIM. @ CONNECTIONS TYP. @ LOW R( SIM. @ CONNECTIONS ENGINEERED NG W NDF RESSURES AND FOR MEAN ROOF ST25 ft D RSH VIND SPEED (ULTIMATE) 1400 MPH VIND SPEED (ALLOWABLE) 1014 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 3/6' EXP. 1 e%) or 1%2' EXP. 1 (33/16) TILE: 1%2" EXP. 1 (33,116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2* 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. 2x BLOCKING @ 24" O.C. MIN. (2) STRAPS 2x BLOCKING LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS W/ RAISED BOTTOM CHORD EXTENSION SEE TRUSS MANUF. SPEC'S FOR CONNECTIONS TO G.T. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON N SP2 w/ (12) 10d NAILS AT TOP " 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 1 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING (2) 2x6 BLOCKING UNDER FLOOR G.T. 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d 0-1/2 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 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 1 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 110 - 10d SPT22 1 735 1 1 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L 1360 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 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 j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER S SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: Y4"=1'-0" CV N O N 00 N F— c U � CD a) o { LJ O " _= 0 a o cj C M C.) CV -O m YC _ ev o L Q CV c.. W W c 3 )o io — =•°'Ljd L CU c c ate•`° �, v) CL -fl c fC C w �� `�p'<,OvtlIIfill ' O W l "'47 Q) VV N_ — U ; �O r FLo R O S 10; S \\ FE \ 11111IIU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) I- o O N U Eo a V m Q OCR, CO N N n ik J N) V Q c LL u_ LL LL7 � a Z CO1 0 0 W (0 WIL oca gNc`E m J Z 0, M 6 Q IL ZW N 0 c.) (D � z M �Op Z pp qOy Z O Q � C � Q v d � � I �L/I 2:v >22 is Iz cLU JL Um w $ O Lr N �N v =10 J E 0 8 _LL. ai C) o 8 • c U3 r. Q N 0CIO s o0 O w Cl) M z o z < LJL o O Q N z® E y F z g� o a UO [9 F C _ O E X U ar O U O ¢ Z N � o wo a o z az ¢w W d i . (6 CO z U "m E m p Z J QW �z Q au W yz �3 r UZ OIX O w a a d za �3 yO J m M O CID r � (h 0 cj m N F— + j LO �..� O Q Cfl O ~ o LO 7—Q 0) o r M E Z Cfl C)i6 00 o Z Z c E T yr E m` C::? a v _j ¢ 0 c JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 6.1 O(2) TYP. HIP \ CORNERS CJ1 CJ3 r-------------------� I I I I I I TYP. G ' I U U U RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND UFJLII— I UUININLU I IUIV I.+KVJJ-RCr CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft SIMPSON STRONG TIE Cr�CIVIrC USP MANUFACTURING, INC. WIND SPEED (ULTIMATE) WIND SPEED (ALLOWABLE) EXPOSURE CATEGORY 140.0 MPH 108.4 MPH C FA(2) CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) ()VALUE DENOTES SUCTION a=oft B AREA ROOF 1 2e 2n 2r 3 3e 3r C HIP -35.94 -49.57 -49.57 -49.57 1 D 10 E GABLE -38.22 -38.22 -60.99 -60.99 60.99 -78.58 F ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r G ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD H ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 J SHINGLE:?/s' EXP. 1 CY16) or1%2" EXP• 1 (3yl6) K TILE: 15/32' EXP. 1 OV16) r L — NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1Od (23/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. M RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. N P Q R S T U V "X" (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" HETA16 1810 9 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" H3 400 320 8-8d R73 345 305 8 - 8d x 1 1/2„ META20 1450 7 - 10d x 1 1/2" HTA20 18 1625 1400 10 - 10d x 1 112" HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 -10d x 1 1/2" H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 1 Od x 1 1/2"& 8-1 Od 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 HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d xl-1/2 HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS 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 VGT - F 4 440 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 ( 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8 - 10d HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3 1/2" MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1l2" 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. (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 MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ LISP CIA-7000C EPDXY FLUGT2 (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ D SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/(32) 6D 9INKERS (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-1 Od x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" N N O N 00 0 N o ar � � W Aso U CL o N _-am}c LA- d N C N N L H O cc Q d N 3 == CL, a> m CL . c c c. t Q C U 3 3 � eo y' m N Q� C � O d L.1 L O .F 1 CIA o. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W a vE e M U O N CD « GD '7 U) N p N Oro # Q 04 0 :J �LLLL su LL W o_ 0 w n Z _� m c °' LL O �. 2 :0, �— 0 Z co CA N Z Q ZCA O U U ai W El M V N M z N o z � o Q J d N N - N ch z w 'R�+ v D. fQ w m Q A 0 L. gj N Ly N �N V 8 � � c `) Q `N o, Jef O Q -M fl— o w M C) y p z E J LL' Q0 O zz �o wLL > n �o z® o0 Z V C C N Qz X 0 d r O z ao OU O W z a ~ ao �w 4) _ 0 . mf O Z z N Cn J mm <b <w W. QO d a mw W �LL lc� co15 0 C 0 i LO J O d' 0 M T T T 5 T U)o N m LO o LO E j (D O y N oo 0 Z Z m E Eocc T N i° a U -1 Q JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. 7 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. SHOWERS. TEAM ROOMS, BATHTUBS AND S RE FOR HOT TUBS WH IRLPOOLS, SAUNAS S 0 R AND ENCLOSURES LAZING IN DOORS 5 G BOTTOM EXPOSED EDGE 0F GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE B 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 1,11.6. "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. IN ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND D SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3_ RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, Py = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. 2" 1 Y2" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB, FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 118" 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO NT ARE TO BE IN ACCORDANCE ING AND ALIGNMENT S PA E INITIAL ET OF THE CONCRETE SPACING WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1,1 - Initial treatment shall be done after all excavation and back -fill 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 rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC R R318.1.5 C ncrete overpo and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state:'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 14" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 4". 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. V N y QO cV -o ~ O C W s o r_ o m LL C N C Cc o a, cis m CU u a 3 3 M io m v a o. d i d C p U) Q -a E o a � o` w - •, ems, � ` � �C9 2,. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I» g 8. t� 0 00 m " aD y o n inner° Q C14 v C J 2Sz u-Lu # " u- W Z _ J tL 5 -� C29w d a o 0 W 0) m w Mo = Co ce) In ZV 04 N O U 0 (f) W ❑ ❑ UI M N t7 �J1 zC4M N M z ¢ v N z 8 C1 N U O LL, g to c �tn Cn U w SO ,- M $ I z U 'o � Q Y O 406 N 14 o w M z F � E w� � a E Ou $o uo Z xU o 0a z w N c: C = 0 mo oa z� z <" �_ � N oa z az W 3 0 ww U a& ji =3 o CD Wa Xo a UU c C:)0 > LO m O c T T T Cr T T CL O ) M � a N 0 N LO T Q N M O T m O CD pp z Z E T v c c a U _j Q JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. SN LZ 00 0 0 0 a N N 0 00 a; O 0 Q V) THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II 11 II .'......I..l.'.'.'.'.'.'.'....'.'.'.'.'.'...1. [ I.'.'.'.'.' L.I ..� .. . ' ..I I . I ......... � .. .....'.'.'.hJ;.... I II.. II 16GAxl-1\2" LONG (3/4"-1" CROWN) MAX.'::':':'':':':':':'I{':':':':':':':':'::':':':':':':':':'I':'I:':'.'.': STAPLES @ 6" O.C. VERT BETWEEN . I ......... • .... • . 16GAx1-1/2 LONG (3/4 1 STUDS (NOTED THUS:—) - OFFSET I I 11 I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L! 1 HOME H C G GARAGE SIDE O O O 5'-0" a - k7 STUB -OUT FOR 1'-0" o ° o GAS METER O a O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 90 2.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONS (Not required if both loa Filler 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM kn w STD. 90' Cr CONT. #5 CONT. #5 HOOK BAR UL BAR #5 CONT. FROM ON TOUHIG HIGHEST I BOND BEAM Elm 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. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. 4 max. Web Stiffener Fastener Schedule 1 Joist _ Bearing Location - Series De th End T Inte_rmediate - _g 2 2-8d 2-8d T - BCI 5000s®I 11-7/8 2-8d _ 3-8d Clinch nails-- --14" 2-8d _ 5-8d i ®, 9-1/2" 2-8d 2-8d when BCI6000s 11-7/8" 2-8d 3-8d possible i BCI 6500s®�14" 2-8d 5-8d 16' 2-8d 6 8d 1) Support back of web during nailing to prevent damage to -� 11-7/8" 2-8d 3-8d 2) web -flange connection. Block solid between joists for full length of span. Tight fit -- T BCI60s ® I 14" 2-8d : 5-8d 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. _ 1---7/8" 3-16d 3-16d _ 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" gCl 90s® 14" 5 16d 5 16d required when Indicated or max. 16" 6-16& 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite ---- -- - - OF THE JOIST ASA REQUIRED LEAVING Y" GAP TOP sides b 6". - Hangers with side nailing. 8 @ y -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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1l16" details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum)- —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. <11 Load bearing walls 7 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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.* - - — Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET W N.T.S. d Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10dnails SECTION @INT. BRG. WALL require additional consideration. N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Joist hanger 6" A 1Y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 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. 1Y2" 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 1%" 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. SIMPSC w/ (22) ' NAILS 1 5/8" � THRU BOLT SIMPSC w/(22)' NAILS 1 R TRUSS OP PLATE IFA TYPICAL SIMPSON MGT TO BUILT—UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -11 II I III I I = I Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM ° SEE PLAN FOR--'°• ° . • FOUNDATION INFO ` a. ° STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1 /4"-2" gap — I �I � Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height --k- requirements 77 10.6 X Joist ` p-4depth l; rfa Ie�fal �4 I —JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN X L r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. �` LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'4' v CENTERED @ PIPE PENETRATION a A.=1 =11= a 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 a a. SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE G v ° ° T-1 a ° I'l�flll_ ° �I r Q SEE FND. PLN. SIZE & REINF. N N co N 00 N il— o C 3 C .o > UJ o� 0 ar_ o _ V N •o m x N � LL_ d y N H -p t d Q CV Y m a w a� al o Q 3 3 � dc o N O-� o a Gc_ ��'`�; Gar 0 G� � �`� /= E S 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 - Residenlial 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 a a E S Mg N 0 'D Q,, ��NNC aD N 00 ��1-- y� Q N o 2 # W C J LL LL W Z $Z �u-° 82 0 tY 7 cc N (O W W .t LL tn2pjO' m w co, N Z C � ZN OU 0 W pp a) C4 n z Z N <n z � z Q U) N N z � � o f>3 LL � V O Cn �Ln w o 2:: w o e I = s � (n % Q 0 0 o o C") z U_ o �� > F Q 0 V tuz z® oa z ca f N o XU a� U p =,U oz tz <o w, a? rC7 C z m o 10 Fr Z F z CZa� J m < a < w g Z to N Q� � ao �w W �r r z �Q 'r ; o o co 0.To03 a r N O i �U-) J O rn i O CID T Cr -6v U) N 4-1 Li') O Q � CIO C o F- LO �.-. Q 04 O 0) T w O (D v; 00 o Z z c E T E c m a U � a p � JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. SN 1 3 3 I (�D a M 0 7 In LU O J 0 I N N 0 O 0 3 FJ Q CV c R 2 tc a E x c a v a LZ C_ n a a li c• C a c a C c 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARA .) (OR %" GYP. TYPE E W/A HABITABLE ROOM @ EACH END (WHEN PARALLEL) ) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING (12) 10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. x BLOCKING HORIZONTALLY@ INTERVALS '" @16" O.C. W/ (2) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2 10-0(R302.11) 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) FOR UNDERLAYMENT INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. " 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) PRE ENGINEERED WOOD 3/8MORTAR BETWEEN TRUSS @ 24" O.C. U.N.O./4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD (SIMILAR , T FOUNDATION ONLY" 2x P.T.PTPLATE IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS HURRICANE ANCHOR @EACH @ 6" MAX FROM END OF 2 x PLATE E � ° IF NOTED, THIS REFERS TO THE ROOF FLASHING AND ROOF FLASHING T 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 •= METAL PL. UNDER EA. TRUSS CHAIRS TYP. �' �'' ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE ( ) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER O.C. " O 5/8"x10' WEDGE ANCHOR 1 x 6 OR x E INCLUDE THEW 6 x 6 W1.4 x ER o ° A.F.F. ATTACHMENTS 2" SHINGLE ROOF, SHINGLES TO _ a @ 24" O.C.) 2 WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ASTM =1 �J==ll1=% °CD ? 31/2"MIN. 31/2"MIN. ELEV. -0 31/2 1-1 11=1L=ll� D III I I o ° D7158-CLASS G or H, or ASTM i - - - ; • I' - A.F.F. o ° I-1 I I I I =� I I I I I I _ CD D3161-CLASS F, IN ' I-T-llL ° I 2x4 CONT. w - - - - - ° - 1/2"(min.)- 4" -Lr 1/2"(min.)- 4" 12 ACCORDANCE w/ TABLE - ' I I =1 11= I - I —I I �I I = �I I I [ _ ° DING I l I�I 1=11MI I•r N °° "R9Q5.2.6.1, FLORIDA BUIL _ I 31/2"(min. - 4"31/2"(min.) - 4(NP•) VARIES -��I I I 1�II t I I� GARAGE DEPTH VARIES CODE 7TH EDITION (2020) 8„ - �[�!N RESIDENTIAL _ I CONT. 4-11 "' -I ROOF SHEATHING - SEE (2) #5 CONT. - (2) #5 CO 4 g INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARINGK4 1-4 8 FRAMING SHEET FOR U.N.O. MIN. U.N.O. SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcc,� S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ��soss �S• W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. SOFFIT SHEET SS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 otb s CEILING & 8 O.C. WALLS 2x STUD °oN 2x BLOCKING HORIZONTALLY@ 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� NOTE: 10'-0" (R302.1 1) EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. APPLICATION CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ SEE SECTION C/S3 FOR PLAN #5 VERT. U FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/TOTALTHICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. ",, „ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" K.O. BLOCK 10d NAILS „ BOLT INFO. 5/8 x6 J BOLTS BOLT 3RD LAYER 1/8 THICK. 5/8 DIA. EXPANSION BOLT @24 STD. 90-HOOK (SEE DETAIL) „ „ @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR TYPE S MORTAR (IF NO UP LIFT ON SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600#) WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ _ ^ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING J SPACE ANCHOR N *SIMPSON SP1 SPACED EVENLY BAR ARCHITECTURAL w/ 10 10d NAILS N FIBERMESH BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 ( ) r 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2' x PLATE WWF OR FIBERMESH 00 FINISH TYP. c PER MFR INSTRUCTIONS Lu n a D 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED _E _ #3 OR #4 REINFORCING BAR - _ ! = GRADE �, d " " ° .D z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy740kSiij EL RADE [GRADE 60 MIN. Fyra a o " BARD z n p FINISH G 25" MIN. LAP [30" MIN. LAP] 1/2 GYPSUM WALLBOARD - o - (1) #5 VERT. IN FILL MONO OR STEMWALL 2 _ w- U.N.O. CELLS (SEE FOOTING MONO SHOWN ao D ° I REINFORCING BAR R 1 7/8 FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER a. ° - _�_ r FOR LOCATIONS) - -_ z_ " - #5 LAP SPLICE 5 REINFOR I (2) #5 CONT. - _ :• - 1x4 P.T. BASE NAILER 4"x4" INSPECTION _ _ o [ — — = 36" MIN. LAP [36" MIN. LAP] ON 3" CH 8„ 1'-4" 8" PORT AT EACH NOTE: r COMP. SOIL. (COMPACTED TO - (TYP•) 31/4" BASEBOARD *FOR BEARING WALL 10" FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I �rT- T� MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR = - D1557) - #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn 4" 1'-4" TO CUT BLOCK OR POUR - � � � I '- � ' � #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICI PALITY. LITY. LOPE CURB DUE TO S w TYPICAL E XTERIOR FRAME W AL L FOOTING rE REBAR DE TAILS LS rF WALL wl UP LIFT rG AB w/ sxs CONNECTION D CONCRETE SLAB a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CO WIBERME4 WWFSH" OR DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. N r ° °> co z SEE PLAN VARIE M� I 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (UCN.O.) FOR 6 x 6 W1.4 x W1.4 - o0 31/2 WWF OR FIBERMESH WWF OR FIBERMESH 6 MIL VAPOR ° - _ - z - min. 4" 10d NAILS TO TRUSS AT 24" O.C. MAX FOR TRUSS ON INFO d BARRIER D r 4 (� ( ° " ° "v GRADE SEE PLAN FOR &OLAYOUT IDESIGN ° ° • _ • • - f _ _ TOP OF BEAM SEE ROOF PLAN c °. ° a - T COMP. SOIL. ° ' _ = lit lit IiI l i r I o - m - _ _ _ ° -(1) #5 REBAR w/ OPT. 2 HTS20 FOR STRUCTURAL I�,-rr - M C (COMPACTED TO 95 /o f0 _ - _ MODIFIED PROCTOR „�ILI� I I 1 SCtIV ENCLOSURE () BEAM SIZE & a E ASTM D1557) - CONNECTION INFO M d' 3" MIN. CLR. I I ��,i-, • I • (2) #5 REBAR CONT. 4 � � � _ 1'-4" 1 STORY ON 3" CHAIRS TYP. ( ) STD. 90 HOOK (SEE MIN. zxaP.T. 2x4 #2 SYP P.T. FRAMING w/ - 4" V-8" (2 STORY) DETAIL) PLATE SEE A/S3/J/S6 r - " U.N.O. ,ns• MIN 7/16" O.S.B. SHEATHING T j z ATTACHED PER NAILING 8 TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L O.S.B. to O FOR REINF. INFO. OPTION #1 SCALE:3/4"=1'-0° COLUMN LOCATION ¢ Q SCHEDULE i SCALE: 3/4" =1'-0" S3 S3 1/2 GYP. BD. > J SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x w COLUMN SIZE AND BASE HOLD GYP. BD. o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 1/2 FROM SLAB CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 ' OPT: DEPRESS SLAB 5 Y2" 0' -0" ' ¢ 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DEEP AND 6" BEYOND BLOCK WALL BEYOND :.. • : INTERIOR SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS DOOR TO RECEIVE BLOCK WALL BEYOND A. q MASONRY WALL AND EXPANSION JOINT 4.-3 1/2" COLUMN TO PORCH SILL ` 1, AT 8" O.C. PAD FOOTING 13" c GARAGE ATTACHMENTS & 18/D1 • PAVERS /DRIVEWAY " ' CONCRETE SLAB 14" O.H.D. RECESS v FOR COLUMN TO BEAM PAVERS O.H.D. RECESS - TRIM PER PLAN 8" MASONRY WALL z?;, 1/2" GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS c •,, T CONCRETE NAILS W 1 1/2' W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD `' EMBEDMENT @ 12" O.C. MAT REINFORCING. N ' " STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL .. • . ' ON FLOOR PLAN w a SIZE VARIES PER PLAN • �, - PLATE TO CONCRETE z M • - I I > w/ MIN. (2) #5 VERTICALS MIN. SHEAR 180#MIN. CONT. BEAD SEALANT c ¢ w oo GRAD .' ` •; - ' +. - - _ ( �+ - > FILLED SOLID (SEE PLAN FOR - - -I - 4 I j oo TEN - SIZE AND REINFORCEMENT) - 4 120#) CONCRETE SLAB _� g w T c7 • 6x6W1.4xW1.4 N o w z= w Q0 T WWF OR FIBERMESH �, � l= a w o z +.,. '+ • L -;, I O° E = BRICK PAVERS or SLAB PER o o _ • • • • - z ¢ N Tf = - COMMUNITY SPECS w J - I 1 • • • ' Cl)lir 6 MIL VAPOR - 0'-0" FIN. FLR. _ - FOOTING J fft SEE A/S3 OR J/S6 _I L I I I�, I I I�r 3 SEE A/S3 OR J/S6 - BEYOND r FOR REINF. INFO. t 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER I I I I I I �_ L • t •. PAD REINFORCEMENT L13"MIN. CLEARANCE (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) (SEE SCHEDULE) D ;"•.'� �' • SEE FOUNDATION FOOTING WIDTH 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" CONC. PAD INFO. SEE SCHEDULE AB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FRAMINGKCD12 PATIO COLUMN FTG. DETAIL N GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB o SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/ V 'J :V CIO N � 1— .w v — �..� ;W LU Gl o s o C cc Cj N -o m x C LL d N_ Q N 3 = CU W CD ;v 3 dU o 'O o d 0 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. v) H o E V N_ Q cO r 0 C J U_ J LL LL W 4 z —v L 9 o W L O @cam r O 0 W Z LL °° N 0 a r �^ N o W ❑❑ Z Z z i� i•� o o 'dd J d _ N N t^o' W z Ci t� v o U LL 0 w In c Y .) c w� t 8 c U) �0 N O III r- CD w Cl) Z LL ce E w� �0 zo <� a 0 -� Z® co7 I— N E o O XU a<o- 00 0U Z N � 6 aZ _Q) L r ❑ g z U m f 0 ZF z J m Q p z z ZZ N 3 Q3 0� w,w az W U 3 ao �� k = O O �w WQ ;o a r CID I O J > Ln 0 d" M c� 0 c T T T /"11. Q a. U)o m U N Lo O Q r__ M a N N LO Q F- M O r E L (D O o Z Z 7 E y r OIL U a Q p w JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE 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 vARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 wl (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER *+ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ::/ - AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE STEEL AND GROUT FULL 8 8 16 BLOCK 12 (TYP.) SEE ELEV. Cam_ SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER ❑ x x SIMPSON SP2 w/ (12) 10d /T NAILS AT EACH STUD \� — DOOR OPENING DOOR OPENING Ct 1l2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) ❑ O/C FIELD ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. LMAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) TYPICAL SECTION THRU WINDOWKB S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 a a d o a d C a d d d 8" STD.90'HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J J T LU T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �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. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK a d 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. SF p�Np0� �N 2x CRIPPLES @ --' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1 /2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET vvvn r nn�.r� W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. DO SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 k OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 50% OF TOP PLATE WIDTH INSTALL SIMPSON 16Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF stB, SPLICE STAGGERED jL-10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 SP2 lu 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SIMPSON SP4 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL `NAILED INTO - TRANSOM TRANSOM FRAMING FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC SP4 SP4 LLI TELS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U 2x TOP PLATE (/) V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR \1PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N, 8" 'OXIED A.T.R. I & NUT 'OXIED A.T.R. I & NUT DXIED A.T.R. I&NUT SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ROOF TRUSS ABOVE 2X BLOCKING �-(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY • K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES C E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) 0SHEATHING LU • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� REV. 06.24.22 SCALE: N.T.S. N 0 N av N U O o := d� > W 0 o a o c5 0. e•a N _ -o mx .: c cL n .12 cc o L -a Q r N Y d a E t c oe 3 cc iv C" ar o �. tj d c o 7 C =cc 7+ N Q- m o Nttt°tIIIIfill"- Q .•�;y,E •' 7 • N •'•'•. . �' ice- .•'`• 44' �s,tf€I+�I• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W cEE -4 p N v � � a., O D N Q C J LL W J U_ a Z - ern o L y 9 W _ .� c- O W ��cp of . G LLz co U NZQJ N OU 0 U) z W El 0 V M � Z N (o z � 8 Z o v J wad N M U N z a a) 0 o +-+ (- w W M a -U O w o V) c u, J g I F� = t c Cn Q N so o co �w Z Q ,� aE O =o �o o1 � >9 � =® oa (6 U 18 Up I_ r6 X V 0 V z o N L a 88 40 a ¢Wz ¢� qi ro 1< U 10 mi r o � Z Zr z Z to N g Z go W w a a� _C, � o <a 10 co zl4 a _ss OS �O 'L J O ui O c T T r Q Cr T- 1✓ Ix a' m L.n O Q � O O -0 CD Ln T' Q 04 � T M CD E (0O M� j o Z f0 Z N 00 E r �' cc c a E U Q p JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. S4 . c t t I ��•t n I irnrl 7 i Ir v I I I'll I I __► � �� W I co 0 .a 0 J SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w! (2)16d NAILS MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 ' 45°t / 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE ) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELDRL INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND EACH JOINT w/ (3) 1Od & (2) 1Od (NOT REQ'D WHEN AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING i�� 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE i�� 2)16d ( 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF • i � NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. �� @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED 11 �� (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C @ FASTEN O.C. INSTALLED PER MANUF. @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ 7)10d NAILS ( NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB S ECT I 0 N 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 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 N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR ,- X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N - NOTES AND NAILING INFORMATION `� 00 � SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES `� 00 � 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 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" O/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41l2") OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2 2"x8" 1" BRACE ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE 1711 BRACE SCALE: N.T.S. S5 SCALE: N.T.S. REV. 06.08.22 S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMI OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( 2x4 "T" ON TOP OF' I I I: �'.1=1 EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION Odx3'BLOCK@ 4" O/C (2) WITH L �2� 12dOTOENAILS CKING / NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF F- 1 D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS �8� SECTION r — 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K,—J� SCALE: N.T.S. GABLE END BRACING DETAIL 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 1 Od XO.131"@8"0.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)1 Od 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 LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS__ -IiVIV I . DC/1RIIYl] - GABLE END BRACING DETAIL SCALE:3/4"=1'-0" SCALE: N.T.S. I MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. y 2 Y CORNER JACK U � W z Ir O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. �IIII I NI e a o NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W1 DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION N ev o N a® N c 0 U > w C eawN _ 4mK LA-0- cc O In � 9 t N ... e0 d C N Y d 0 e� �a 3 M eo y ar .n 7 � T N d .D c E o a itIlilt �rE� ••1`4 `��`J �•• JJ N `� . :77U `��:> vR Ut k WU •��f ��`A �'... .i J•�0ia -f/f,llot: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W v E 4 o M $ U 14 N p oo iK N r'n ti 14. m eNM v # LL Q C J LL W JLLii , a Z0 t m o O i @nco 0 W W 82crn m "j LO co LLN Z O U 0 Z W ❑ ❑ co V W z �g z o Q v J Wu,):21- U o v'LL Tl C/, W A 0 LLI s V) c N N w J as i c U) —O o M �w ch a o 0 - z F J U- Z U 00 > N ¢(�v QE. o E U ao Z® w0 I— nj x� �Ov Z E N � a0, o °d$ <o xz a z irw _ Y01 U mM D z z �m a • Qz W z In 2J3 0 0 Z�o _ fl_ LL N W W V y� az �� _ wa __ J o c �_ a � isT3 O i h U, O rn m m 0 ^' i O T T T � Q �, r 1✓ r � 2 v m N ~ Ln O Q � 0 F- 0 L♦n Q 04 O r w CID j O 0 o Z M z E r� N c a U ° ¢ p JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. S5 W I 3 a 7 cn 0 0 0 0 21 vim) .�S rn 3 I— Q 9 i E 0 L v c 9 EZ U 0 i a: 0 0 81 v Lz 0 0 m ram. 0 CL 0 0 c Q 0 FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 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 INSULATIO ROOF SHEATHING - SEE BAFFLE SCHEDULE - [RSH] - ON FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS O.C., 2 ROWS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL � (n NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO ILL! 16" O.C. 2X S.P.F. STUDS o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2)10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � LU LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W 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 SHAL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ETAL SEAT �ER7PLANI 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/ 1 318" 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" CONIC. 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 ARCHITECTURAL 5kFINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U 4"x4" INSPECTION PORT AT 11 m a. EACH FILL CELL TYPICAL LJ 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE c a •... iv FINISH GRADE 00 M 'I -►I_�- \4 _ 00 " 6x6 W1.4xW1.4 III—I11-1�1}—�I I I- WWF OR FIBERMESH„ II�11 I I��II I- o c Z T I— .� ILI 1-1 11 J.J_I—r I I —I I I' I —I I I— STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO ST... 2nd FL00 BEAM/GIR 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION KR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1- 2 "x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS; FLOOR CONNECTION 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 SCREEDLu INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)1Odx1 1/2" 1 NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TR RIBBONS DETAIL FLOOR TRUSS('0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 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 • .. A .a �A . o .a• .R.r I T I I I— ml I . �.TJ I I��I I •�) I —1 (3) #5 CONT. ON 3" 8 1-8 r g CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 15/32"OSB �I EXPOSURE 1 II SHEATHING x — —x—� PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF NOT FULL HEIGHT SHEET C II II II II JII _ L G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T —7 II EXPOSUURR EXPOE I I— F SHEATHING w II II II 2 SOLID 2x III III II II II I BLOCKINGSHEATHING ALL o 0 EDGES (SEE Cn III OPENING SECTION -X III C III x IL II21 �w II III x E Lu _ 2x STUDS w III III II II II BEYOND. � SEE PLAN o III I I I II I III II II I I zi co IIL11—LILJ_-1-II 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" S 1/2" 1/2" S 1/2° SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 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 SECTION X-X SF p�/NpO� W� 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 Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -j PENETRATE SURFACE MORE THANYs". H Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z = NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. U. O w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. COC.= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL Lu LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > % 1::0 y w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. trP00v) CO 0 w M LL � @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL — w w 0 O MEMBER IF GABLE END LL U NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY oR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1J2" • 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 • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0' (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH A. — — -'- — . — �-- Q' °. CV I -I I° III -I I -III- I I :A.'. . III IIIIIIIIfI I�I,IIII �=A -III (3) # 5 REBAR ON 3" CHAIR 4° 1'_$" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 — 00 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. N 0 R co N -o 116— > W t CD co C_ o c eo c.-) N _ m x C I.L a Vl cc o L vs o d 3 ° a) Y m a: a Eo c w � 3 � � 3 L c) W CU c c S fY •� >� c E o a. C2 w 011 -q To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E 0 FA 0 D r- N � � C00 .7 oo N OD (/1 0 N r 0 to Q LL C C, c J LL w J u LL ' LL 0w _ -' " L M O �0c oz W IL rn w 00 LO N Z a N OU Z v u W E3 z N th 0 z N z � C Q v J co z U_ c� o QJ �N (� w C� U 0 w s V) c y � �n U LU '® - = 8 m = r of U 'o Q N M C:,w MZ o J LL O E o E: c W O Z `ao Z < N �® 02 U `F-° w¢ ro x 8 o zoE N <�g o ¢o ¢ a �� w a) L n7 W C - O tz Nm E m0 Ztt Z. Z W Sz 3 0�o oa W �3 N =k = $ Z a 7 >�§i O w w z< a OCO > LO J O �.} V T m C7 O T' T T V 0 (� 0 N I—' m ' ^ O04 Q C14 C) -Q F- o Ln T Q O 1� M ci r j 00 o Z f0 Z E T— co �' `m v a E U .� Q p JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. S6 (MONO) 11� ijI III W i r` to 7 CT to 0 0 0 V) J� rn / E a E 0 c c c J ai LZ 0 U 'o 0 c 0 LZ 0 0 00 °; S 0 a- 0 0 oho 0 d v ALIGN THIS STUD WITH AFACE OF 2ND RISER STRINGER MUST MAKE FULL / \ CONTACT WITH LANDING / FLOOR JOIST SIMPSON A35 OR LSC EACH STRINGER 2x SYP CUT TO FIT 1 ' BEARS IN WALL BEARS IN WALL I x12 SYP B ALL STAIR STRINGERS I I AND TREADS TO BE 1 3/4 x 11 2x6 SYP / #2 SYP (MIN.) aVL 2x4 SYP BLOCKING THREADS, RISERS, AND 2x4 UNDER STRINGER 2x4 PT NOTCHED INTO STRINGER FOR STRAP 3/4" PLYWOOD NOT GLUED AND NAILED TO AND NAILED TO FLOOR WITH GLUE (14) (SIMPSON MTS12 w/ x 1 1/2" LANDING \ / AT STRINGER CONTACT POINTS SHOWN IN DETAIL FOR \ NAILS) / CLARITY 2x4 CUT ON BEVEL ALL WOOD TO WOOD D D DOES NOT BEAR IN WALL GLUED TO CONNECTIONS TO BE 2x8 GLUED (PL 200) AND F SECTION VIEW "A" SECTION VIEW "B" NAILED (MIN. (2)16d). SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING 2x4 UNDER STRINGER GLUED A NAILED TO LANDING BLOCKING D 2x4 PT NOTC INTO STRINGER H D 2x8 BLOCKING FOR STRAP L1x4 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. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON — OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD / GLUED AND NAILED ' 2xi I DRAFTS P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU STRINGER AND TAPCONED NOT TOUCH STRINGERS AT STRINGER CONTACT \ L / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTSx4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW - SCALE: 4" = 1'-0" SYP 2x8 SYP 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR —1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO —2x4 DRAFT RISER AND TREAD STOP / —2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS I I --2x4 BLOCKING FOR 2x12 I 7-2x4 PT UNDER 2x12 C I I ` ROVIDE MOISTURE ' \ PROTECTION / LATTACH ALL COMPONENTS / STAIR TO CONC. W/4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / G - t�� TOP OF STRINGER 1x4 GLUED AND NAILED TO STRINGER \ 2x4 DRAFT STOP [ 2x8 SYP DRYWALL STOP / MUST NOT TOUCH ' 2x SYP CUT TO FIT I I STRINGERS BEARS IN WALL 2x12 SYP BEAR I E� I 2 WALL I 4I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP / \ SIMPSON A35 OR 2x4 SYP FOR TRAP BLOCKING / LSC EACH STRINGER 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ x 1 1/2" AND NAILED TO FLOOR WITH GLU \ NAILS) NAILS) S) 2x4 CUT ON BEVEL / AT STRINGER CONTACT POINTS \ / DOES NOT BEAR IN \ \ 1-1WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" STRINGER 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS J SCALE: 1" = 1'-0" L`'?x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ALUED AND NAILED TO STRINGER \ KOR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWOO1 ON DECK —2x8 SYP GLI AND NAILE[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN \\ STRINGER IC OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" \ FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST \ / PER CONTRACT V / I 7 (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 4"X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SE CTION VIEW SCALE:' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED - POST LET INTO -OCK DE ;I NG ?X8 BLOCKING 'OR NEWEL POST f0 ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H / II/ 2X BLLOCKING IN, 2X STRINAR PSON MTS J2 w/ ' 10d x 1 1/2" AILS \2[VD OR 3 D 2X BL07NG RISt-R, VARIES,,.--- / ECTI ON VIEW "H" SCALE: 1" = 1'-0" CV N O N 00 N U � O o m =o W C2 � o C CO C-> C-4 — m �•e Z CO C= L N d O t6 � N Y d d r2- a' E c m u 4 � 3 0 io ai m � � N � C fo 0 d. U w 'V frlFJ,�� ! �` dl • lcl��O cV (;<L ��f�li ?OFESg10` �� 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 0- j• 0 =1 co A u) UJ N ~O ae LL Q yr�v u- C J W � z' J LLLL a- _ w m o vYi o '5 o N O W02, Z LLW LL 05 cp O. M � N Z ¢ I- a N O U 0 Z ❑ V M - Z N co S z Z � N z U � 0 +� (a w � U-a)-*L/) O c s N f0 U LI.J J C Y ¢ M � seo o W M M ¢ z a Q E zo oo Fz >� oas C' a F- R� �� Q U Z Q. E) ari °a a Z N wo aW wg ra N C C z Y "m '0 OZ' zr z a� J a ° aW z cA (li � 3 U O It z O aU a �w W U <� a o o� iG - �3 J< aFCD �_ 0o �o a zla o 3 O N > Ln rn m3 O ^` L O c T T r QV 0 (n -0V N m T LO O Q � o Lo F- Lo Q � T O m m � cD 00 d Z E c a c0 Z ¢ o a) JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. ST t _. Jill ,III 1x4 1/2" DRYWALL DOOR JAMB (REFER DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 3/16"0 X 3" LONG rr ` FURRING 3-1/4" LONG X 3/16" 0 FURRING TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" ZXg BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH �� 1-1/2 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 OR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC SCALE: N.T.S. SS 1/4" MAX it SOLID BLKG. AT TOP BTWN. p ARCH BLKG. & BUCK 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BILK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW 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. 11, SS 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - 1r �1/4" MAX EMBEDMENT INTO K.) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE 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 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (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" EQUAL 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 PROPER INSTALLATION MAX.8 FILL SOLID BOTH CELLS #5 REB/ (TYP,) STD. 90' HOOK (1 T_ /�F J 1 11L. ±5 NOTCH WEB AT FIRST 2 COURS CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 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: MORTAR IN BED JOINT. DO NOT FURROW. PLACE LOWER HALF OFMO SEALANT PRESS PANE L 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. SEE GLASS BLOCK INSTALLATION NOTES. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 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 BYE TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. / 000, 4'-0" MAX SEE PLAN 1-4 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4W' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY K0L SCALE: 3/4" = V-0" SS #5 CONT. TOP & MID MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS WITH MIN. 3 COVER 6'41 p C AW— SECTION,I��I-�r�! �"rP'GRADEMz(2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY)WITH MIN. 3" COVER EA. WAY AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN R YP.) THE :S UNACCEPTABLE INSTALLTION DO NOT DO THIS FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW ♦♦ ♦# #5 REBAR (TYP,)♦� 1� 1� TD. 90° HOOK (TYP.) 1� SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —j j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, FASTENED PER DIA. @ 24" O.C. NOTE 2 BELOW-L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT 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.* 2X TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. 4F11/GTN (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT NTER SOFFIT I , If J11J' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M 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 MI% MSTAM STRAP SCALE: Sr•► - r -v qF:P CHFFT nq ANI'1 z O U) M 0 w l— U a S @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 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 1Od @ 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)1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT .00 e a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. •' a'''' •• OVERHANG" •1 d .. RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 114" 5'-0" INISH F SCALE: N.T.S. • . IyD Y tr l ' #5 BAR ►' 1•01. �. . ► D • p , : .• CENTERED W/ g :' , • . �► IN TOP o a : KNOCKOUT / N if y • •. ' CHAIR BLOCK Ilk MONO FOOTING SIZE AND REINF. PER PLAN °. AND SECTION DETAILS v E CLEAN FILL .> • DIRT a z e. A STANDARD o 90' HOOK c� #5 BAR IN FILLED CELL �,L 6, ,s — Nk STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: 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"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. N N 0 CV co 0 N -a d� U O t o o C IC.., N _-o m x N C Id.. G. o In' CN IO Q � N Y 3 d a ai � � CM 3 3 io U d N C C a N G— c E a v C2 •�tttrrltE�!!/ . •, •_�, (l W J Y •'• iw 0 "(fit 1111111"10, 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. 0 W �E O M 8 V � (04 N N 6.0) 8 a) CCO O 0)N IC-0 a u) ti � '0 J M Q C v LL C w J W J w U_ a Z W 'F a m c� o O: f O N O 0 W ink°'°' QE m w Z LLLO LL N Z Q J Cl) Z N OU U W �� z N M O z z o ¢ v a N — M = XU 0 _ w V 0 2 I/) w o �t/) U w ~ E = t 8 ¢co N oics M p Z Q aE o wo o0 >� aN Z® Z � U F... C - CDE 'o K V 68 Uo U O -z wW Q ¢� w L nJ _ O z V .0 O Z Oz z J a a " Q W z z rn N 0p 50 Q a �W W U 3 <0 o. �k �3 � -0 J o GO wa >° a V' za ij �i °O = � L J 0 Nt IO ns 0 L_ O ,v T T Q U) 2 m () N Ln � � O Q N 0) 0 Ln r Q CN 0) T O L` O � 00 o Z f0 Z > E r y a v 0 ,3 ¢ o JOB NO : 22-09407 SCALE : AS NOTED SHEET NO. SS i FIT I Tr I'm r STRUCTURAL SHEATHING I ATTACHED PER NAILING I SCHEDULE t i VARIES W/ ' SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT ROOF SLOPE *DIAGONAL SPACED PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN AT 15'-0" O.C. MAX ° TRUSSES W/ (2) 12D NAILS EACH WOOD WALL-\ ° END TO TRUSS TOP CHORD OR TRUSS. 2X4 CONT. W/ (2) I WOOD POST. SEE FLR SEE PLAN 16d COMMONS I 2X4 BLOCKING TYP PLAN FO SEE EACH BLOCKING BETWEEN TRUSSES N\ TRUSS CONNECTIONNAILS PAN STUD TYP. T&B ' SECT. A -A kA TRUSS OR EXTEND SLAB 1 1/2" ROOF SYSTEM — I G.T. - (2) #5's CONT. T&B w/ ° ADD 2X4 ALONGSIDE ---_ - 4" 7 #3 STIRRUPS AT 4'-0"bu P`% TOP CHORD WHEN REQ'D -- PORCH SLAB SEE WHEN DEPTH ... TO PREVENT PLYWOOD FOUNDATION PLAN EXCEEDS 30" SHEAR TRAN S F E R SPAN FROM EXCEEDING ACK GRADE MAX 24" SPAN (EITHER USSES HIP • EXTERIOR. WALL r7 SIDE OR BOTH IF REQ'D) G.T r CONTINUOUS LATERAL BRACING- SCALE: N.T.S. NAIL OVER X-BRACE AS SHOWN - 1 INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR SYP (2) 12D NAILS w/ 2-16d @ EACH TRUSS WEB AT 12" O.C. MAX 2x4 #2 SYP NAILER. NAI TO STUDS w/ (3) 16d @ CROSS BRACING DETAIL(TyP. ) HIP/RIDGE BLOCKING DETAIL 2 ENTRY PORCH SILL 14 TOENAIL EEACH ACH TRUSS TO ATTACHEROOF EERNAIRSHEATHING PER NAILING 1 NAILER w/ (3) 0d SCHEDULE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS WOOD OR MASONRY ABOVE IF 2x DOUBLE LEDGER, FIRST PLY FRAMING PLAN CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. I MASONRY PIER SEE FLOOR PLAN ATTACH w/ (4) 16d NAILS TO EA. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 FOR COLUMN INFO WOOD OR MASONRY TOP COURSE TO END OF TRUSS THEN (TRUSS PATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN #2 SPF 48" O.C. W/ (4) INTEGRATE MASONRY ABOVE MASONRY BE CHAIR BLOCKS. ATTACH SECOND PLY w/ BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM I KNEEWALL INTO CMU BASE OR PIER SEE FLOOR ENTIRE BASE TO 3 ROWS OF 16d NAILS INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ (3) 12d NAILS OR SIMPSON H2.5A w/ MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN I BE FILLED SOLID AT 24" O.C. • COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES WHEN REQUIRED w/ (2) 10 8d NAILS ( ) REQUIRED INFO • OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD HTS20 w/ (24) 10d x - • SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & 1 1/2" NAILS EACH 1 1/2" N I I � � MASONRY KNEE WALL MAX 3 _ � 1 SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION i COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 I � 1 SEE ELEV. FOR SIMPSON LUS26 w/ (8) 10d • OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED I 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. NAILS OR IF 2 PLY TRUSS _j SEE FLOOR FRAMING PAN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER -k COLLAR TIE I 1 z REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 1 I 1 L w/ (8) 16d AND J/S6 FOR MORE INFO. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. IN ADDITION TO CONTINUOUS EVERY 3rd 0 1 I MAX 3 SOLID. SEE ELEV. 1 1 #SSLAD LEVENT LEDGER NAILS TO LEDGER NAILS VERIFY WITH PLAN FOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE RAFTER FOR BASE SIZE @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING COURSE I 1 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 2X4 SPF 2 (2) #7X 3-1/2" j 1 j - - - - (3) #5's EA. WAY I 1 EXTEND SLAB (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR n O.C. MAXIMUM. WOOD SCREW EACH w 1 I 1 n INTO END OF EACH FLOOR BLOCKING INFO 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ 3 12d 1 O BEYOND ) w TRUSS, 24" O.C. MAX. (AT EACH i () TRUSS OR SIMPSON w NAILS AT EACH TRUSS INTERSECTION. I 1 1 j _ _ — _ — ,� _ _ _ 1 BLOCK FACE SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL CB H2.5A w/ (10) 8d NAILS I I 1 - - (TYPICAL) I 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS AT 48" O.C. EACH SIDE) C� ) DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB EXTEND ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 1 1 1 8" SLAB 1 1/2" SECTION AT LOW ROOF s i I 1 CUTS 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL I I P1 1 SLAB PORCH SLAB SEE SCALE: 1/2 I DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) FOUNDATION PLAN 2X4 BLOCKING �` LEVEL _ RADE 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE CUT (2) #5's CONT. T&B w/ •, ' MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" SECTION R ' MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1'-411 DIAGONAL 2x8 #2 SPF RIDGE BEAM TO DRAIN WATER AT 8'-0" WOOD COMMON TRUSS MAX TRUSS •i * 2X6 RAFTERS FOR SPANS 4FT TO 8FT KNEEWALL OPT. (ELEV TO INDICATE) 2X4 RAFTERS FOR SPANS LESS THAN MASONRY COLUMN W/ INTERIOR BRG. 4FT @ 2-0"O.C. MAX. w/ (3) 10d SEE PLAN FOR ENTRY PORCH SILL 16 COMMON TOENAILS TO BEAM � CONNECTIONS INFO. 2X4 CONT. AT CONC. MASONRY SCALE: N.T.S. T & B CHORD STEEL OR WOOD BEARING SUPPORT SIMPSON LSTA18 w/(12)10dNAILS-------.---1 �------------I � SEEPAN A -A ALTERNATE BLOCKING SIMPSON HUC410w/(14) FOR CANT` t —TRUSS/ CENTERED AT I I 16d INTO HEADER & (6) I j 10d INTO BEAM - SEE I I I , , OP WALL DETAIL INTERIOR BEARING SPLIT TO TIE BEAMS TOGETHER I I I , , I i ROOF PLAN FOR MORE I I I EE PLAN I , SCALE: N.T.S. I I I I WOOD TRUSS SEE FLOOR PLAN FOR XF CDX PLYWOOD OR Y16" O.S.B. MIN. (2) 2x8 #2 SYP I j I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SHEATHING REQ'D FROM BOTTOM hh HEADER. SEE Q/S4 FOR A PROVIDE BLOCKING AT ALL TRUSS BEARING I I I OF WALL TO ROOF SHEATHING F REQ'D CONNECTIONS i SUPPORT WHERE TRUSS DEPTH EXCEEDS FOR COLUMN SIZE I - - _ I I _ _ _ _ _ J L_ _ _ _ _ _ _ _ _ - SC EDULE/PLANINDICATED ON M FIEOLD EDGES &BOUNDARIES —ter SEE FLOOR PLAN CONNECTION INFO _ REQ D ONLY WHE TYP. WOOD TRUSS BLOCKING DETAIL L--- J L___ SCALE: N.T.S. STANDARD HEEL HEIGHT &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR ti t REQ'D ONLY WHEN COLUMN SIZE & BASE p 2x4 #2 SPF STUDS @ OPTION A SCHEINDICATE DULDE/PLANM OPTION B CONNECTION INFO OPTION C. @ O.C. W/ USP S@ �- BASE & SPT24 @ TOP 3 COMMON BM. TO POST ATTACHMENTK�_A 1, EXTERIOR SHEATHING 2x4 #2 SYP P.T. PLATE W/ SEE FLOOR PLAN SEE PLAN FOR ATTACHED PER ASEE ROOF PLAN SCALE: N.T.S. 2X4 STUDS w/ SIMPSON NAILING SCHEDULE FOR BEAM SIZE & h 5/a' EPDXY ANCHOR OR FOR BRG. OR . BM. SPLICE OVER REQ'D STAIR INFOSP1 w/ (1 O) 1 Od NAILS CONNECTION INFO. CENTER OF POST 2J-BOLT OR Y2' TITEN HD ' " " ' NON-BRG. WALL IF CONCRETE STAIRS AT BASE SEE J/S6 FOR ANCHOR @ 24 O.C. W/ FORMED & POURED MORE INFO. A A SEE PLAN MAX. MIN .6" EMBEDMENT W/ 1 #5 EACH STEP SEE PLAN FOR 24 STEPS () Ica-,s PORCH SLAB SEE EXTEND 2" I SEE PLAN FOR OPT. - : FOUNDATION PLAN SLAB 1 1/2" TOP OF SEAM STAIR INFO. IF a d d ° 2x4 BASE PATE W/ ° SIMPSON LSTA30 w/ I A. ° - _ I Id IN HOUSE (22) 10d NAILS OR d SLAB CONCRETE STAIRS 'k. °- ZT� �. �''T'z' SIMPSON MTS12 w/ _ _ _-J FORMED & POURED - (2) #5 s CONT. T&B w/ w W/ (1) #5 EACH STEP -4° ' #3 STIRRUPS AT 4'-0" - 4" Z _ (14) 10d x 1 1/2" NAILS SIMPSON (2) HTS20 w/ (14) SIMPSON (2) a. WHEN DEPTH - g TO FLOOR GIRDER 10d NAILS TYP. U.N.O. SEE PLAN FOR HTS20 w/ (14) *' (2) #5's CONT. T&B i PORCH SLAB SEE N BELOW 16" O.C. CANT. IF 10d NAILS ° ! EXCEEDS 30 I� @ w/ #3 STIRRUPS AT GRADE FOUNDATION PLAN w SEE FLOOR PLAN FOR INDICATED TYP. U.N.O. °. -- a ....'� -< a 4'-0" WHEN DEPTH ° e e _ w COLUMN SIZE & - z - ° EXCEEDS 30 .�. Z °° G, d g 'd . r - _ ADDITIONAL INFO. All_ • N - (2) #5's CONT. T&B w J (WOOD COLUMN SHOWN) W/ #3 STIRRUPS AT N Z MIDDLE GARAGE OR a ° LOWER OR ° — 1'4' 4'-0" WHEN DEPTH , � 2 16" FLOOR SYSTEM FLOOR GIRDER LOWER SLAB 8 EXCEEDS 30" SEE PLAN FOR SEE PLAN FOR SEE PLAN GARAGE SLAB DIRECTION CONNECTION 1r ' SEE PLAN CORNER SEE FOUNDATION 1,11 SECTION @ FLOOR PLAN FOR MORE INFO I 5" PORCH SILL LARGE STEP DOWN CONNECTION 22 0 15 17 COMMON BM. ATTACHMENT �18 SECTION GARAGE MONO 21 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ti 00 N c -a 0 W o s 0 arZ O C f0 C.., N A2 fC O i Q d N Y � � d • E $ ai u Q � 3 � cc N C.� c E a o \\t�t10111f11ft, \`\\\ C`'F z .= r � ' Y- L•a ° f9ilti8E!lii�l�9�eee� 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. 0 F o E g 8 V d 00 � N a�i U)n0 ai Qj eNM v - LL Q C J LL w M LL LL <L d w O o W '@ N > Cp v o SS LL W rn�pj cn 0 m w Z CO U NZ d J Z N OU 0 W o❑ Z N M 0 z C) z o v N M (n Z a 0 o 4--J�� flu LL-1 U 0LL, $ to cW v a® w r— E t U o H z • .00 sm co z Cl) pa � ioo _w> 9 wE 0<KOCL E "0=1<o 14 co o� z azaz 0 Q o wo wW N t o L w0 � �z mo C ox z'1` z NC 0 to J z z N o az W 3 LoW az =� �_ �s wa ;o O aM zi�d 3 �O = .s �L0 J Crn c� N O (p T T T m v LLO � O Q � - a N 0-) o LO T Q M o T L cD d v; 00 Z z E T c a 0 � Q 0 JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. D 1 ��'= �•,W�YY.IWIILll11liJ11�rI1�fUl1�'Y I� - ) ) ) (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ 6 10d x 1 1/2" ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR / FACE OF HEADER/STUDS @rr 24 O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP SEE FOR 2 OF MASONRY& 8d BLOCKING INFO QA 1. APPLY SUB SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B 2 10d TOENAILS AT EA. () (2) 2x HEADER SEE PLAN BLOCKING NAILS T/B FLANGE ° 3 2x # SPF INTERIOR HEADER DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS B ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS ' 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. r ° SURFACE ® 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR WOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF CORRECT BLOCKING w/ (3) 12d EA. END ; ;: HEADER SEE Q/S4 FOR REQ'D JAMB ----------------------------------------------- G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO .°. .. (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d " 1/2 GYP. BOARD OR EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16'1 FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL A '°' VERIFY W/ PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o c FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING TO RIM BOARD & BOTT. CHORD 1/4 TITENS L FROM SIMPSON LSTA30 OM IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH PROVIDE BLOCKING WINDOW JAMB TO 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 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO 2 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRYWALL EACH SIDE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR r3 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 AO 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. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP BO SIMPSON LSTA24 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED ,; : SEE INFO BELOW ON CONNECTION PLATE SEE PLAN w/(18) OF CRIPPLES IF LONGER THAN 8" T-YP. 2 - 2 x 4 SPF C SIMPSON CS16 w/MIN. 12" END O q TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ 2 12 TOENAILS () (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF (2) - 2X SPF TOP PLATE --- -- ---_ SEE PLAN FOR SIZE 0 C �! 2 x 4 #2 SPF STUDS �� AT 16 O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN HEADER FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN 00 N FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) (2) 2x HEADER � MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE I CONNECTION r SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EXTERIOR HEADERS (2) SIMPSON MST37— SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2 12d TOENAILS. () STRAPS w/ 42 16d NAILS ( ) DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. SILL PLATE w/ SIMPSON LS30 w/ 6 FLOOR SYSTEM OR 12d NAILS AT 6" �— BASE PLATE 2x CRIPPLES 16 O.C. @ 10d x 1 1/2" EACH SIDE _ 2 STY. FRAMING O.C. TYP T & B � SIMPSON SP6 w/ 6 10d x ( ) C ! B B PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. / � (2) 2 x #2 I ,— 1 1/2" (USE SP8 FOR 2x8 WALL ) @ 24" O.C. H FLOOR SYSTEM SILL (MAX. OPENING WIDTH 4 FEET). SYP U.N.O. �I EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, OR LVL GIRDER I e JAMB CONDITION OR IF BUILT-UP 2 x SPF � O 2 4 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET (BLOCK SOLID) � � STUDS ARE wllN WALL SYSTEM A.B. TO TOP PLATES BE SPACED WAN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OPENING NAILED TO STUD PACK W/ 10d NAILS .. °� 8OC 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 --� LIJ 2 x 4 #2 SPF STUDS B G INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE •-- --T___ SIMPSON HTT4 w/ 18 -- - ( ) -- --„ „ AT 16 O.C. U.N.O. (2) 2x 1 2x SILL PLATE W/ (2) 12dTOENAILS. HEADER EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8 ANCHOR BOLT w/ BOX HEADER E F �,P SEE PLAN F fir. 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) 10d NAILS & 4 1/4"x2 1/4" O TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D i BASE PLATE W/ SIMPSON LS30 w/ 6 10d x 1 1/2" EACH SIDE O TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ 12 10d NAILS AT o`o �°,��•°�• SEE FOUND. PLAN FOR FTG . 6" REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS °° • .a ' a • . L -- - ° //I ----- 1 - - / ON SP1 ( ) Od w NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • : —_ "PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&6I— SEE FOUNDATION PLAN �I� TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING FOR FTG. REQ. 2x CRIPPLES TO MATCH JACK SITUATION. CONNECT G.T. TO STUDS w/ (2) SIMPSON HTS20 w/ NAILING AT TOP AND ATTACHED PER SCHEDULE AND EXTERIOR HEADER CONN. aC� 2nd FLOOR STUDS BELOW BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 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 1 (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ 6 10d x 1 1/2" USE SP6 FOR O 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF HEADER/STUDS 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @I (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ _ - _ 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. C9� Np • F 2x 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 A8'M4TOA TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. �k (2) 10d TOENAILS AT EACH EXTERIOR HEADERS PLATEILL ON LS30 w/ (6) S END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF Od x 1/2'EACH SIDE , ALT. HEADER ANCHOR IS GREATER THAN 4 FEET A• LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD 8 LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON ' 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP 2x8 TO ' EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH ' SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH Ile 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 SIZE & CONNECTIONS BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a@ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 1� SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. N O N alp U > W o s CD cv_ o cc V N �LLa •y � N � s Q w N = � 3 ` d C. o C o a w I,��i, \\\\x\\\'ago W/y P',r•NSE•• �6 :� G N :o <t J i�Z/i/,,Q�� ,"i"MJ I l lilt", 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. 0) F a o � C Q C J W J LL uj EL a• rho W (pN� 0a IL_ °) 0 m w NZ a r ~ �^00 N O U ,Z U W E3 ED c Z N M Z Z o v M � o � W � � U O W s cN c y U CM _ V� C. U 'o °� 0I • c Q 0 N � C:,�w M h o wo ZZo 4 E 0g v wo 0 ?® w0 ZE O N a� z <o oQ a � ¢W ..�.. L ra Ny < zC: 0 U m 2 O O� Z Z Q! CZ< J m Q W Cn 2 C s ° o o ZZ g° a a yw W U �FF o �w < �3 07 �o �V zka� 3 c C:)0 ` > LO _l Om M 0 O I T T T 07 (j) m 0 N a _j L-0 � O Q a) C14 O ~ o Ltd T Q � O T � C)�; oo ? cc Z E T c m 0- E 0v 1 C) a3 CU Qa 1 c 31 JOB NO: 22-09407 SCALE : AS NOTED SHEET NO. D2 T3 I 3 a CCD ID 0 0 J 0 N 0 3 a N a 0 0 Li E2 0 vl U a c J a> L� 00 a 0 0 0 0 CL CD co co a v 0 -o v N FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING SLOPE WEATHER RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall ti BARRIER WOOD FRAME CONSTR. (0.6 cm: 30.5 Cm) include flashing as described in Section R703.4. N TAPE EXTERIOR SELF -ADHERED FLASHING 3/4%1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING 00 OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of �+ (ASSEMBLED WNDOW) NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means v z11 d PROOF CAULKING CEMT. FIN. - O of draining to the exterior water that penetrates the exterior cladding. > Lu WEATHER SELF -ADHERED FLASHING BUILDING PAPER a� c ' RESISITIVEQ- z BARRIER SEAL TOPS OF JOISTS 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 = `° �' e ,�� a UNDER DECKING SUBFLOOR Other apprOVed water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied :� o (SEE DETAIL WP07) horizontal) pp y pp Y 1 pp N SELF -ADHERED FLASHING == y, with the upper layer lapped over the lower la layer not less than 2 inches. Where oints occur, felt shall be la ed not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The e HEAD FLASHING TIE-IN INSTRUXTIONS: p Pp aL RIM JOIST No.15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and C s = 1. Cut, fold up & temporarily secure weather building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 3 '3 THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation c o MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 T R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade o BE USED. 3. Fold weather resistive barrier back over head 2 2 Q D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing a o flashing and seal with tape (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLANGED WINDOW I EXTERIOR DOOR WITH DECK - SECTION A / MT. FINISH SILU POTSHELF/CHIMNEY SHOULDER p FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE cv EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, Y g -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD pp g, y g, self -adhered membranes and mechanical) attached flexible flashing shall be o 3/6" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL ° RELEASE PAPER WINDOW COMPATIBILITY � Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 FASTENER SELF -ADHERED FLASHING ° ° ° SELF -ADHERED FLASHING, �0 RELEASE PAPER TO EXPOSE 1) SEALANT AT EXTEND MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 4) SEALANT JOINT WINDOW BUCK TO ° VERTICALLY FROM OUTSIDE EDGE OF MASONRY ° 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 WINDOW BUCK ; THRESHOLD shall be installed at the following locations: t 2) SEALANT JOINT � ° � 5) SEALANT FROM INSIDE EDGE OF ° M WINDOW FRAME WINDOW BUCK SECTION -A (SEE DETAIL WP02)exterior wall n door openings shall extend to the surface of the exte o 1.1.Exterior window and door openings. Flashin at exterior window and ACROSS WINDOW BUCKg AND EXTEND TO WINDOW FRAME ° finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings MASONRY ATTACHED SELF -ADHERED FLASHING shall comply with AAMA 712. Flashingat exterior window and door openings shall be installed in accordance with one or more of the PER CODE O p Y 6) TOOLED SEALANT REQUIREMENTS �/ 2 following: BEAD BRIDGING CLADDING AND WINDOW 5 1.1 The fenestration manufacturers installation and flashinginstructions, or for applications not addressed in the fenestration Pp To the best of the Engineer's knowledge, information and belief, FRAME SELF -ADHERED FLASHING 3) SEALANT WINDOW FRAME T NAILING FLANGE manufacturer's instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details the drawings co plans and specifications contained within these WINDOW BUCK ALL THE WAY 1 2 4 drawings comply with the Engineers Florida Building Code - O are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or Residential7th Edition. Engineer's signature and seal is only for AROUND, INCLUDING SILL.the 2 _� 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 Engineers SEAL TOPS OF JOISTS p Engineer's signature and seal. DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING $ (SEE DETAIL WP07) 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the headand sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. o E 1.3 1.3. In accordance with other approved methods. a o N i3 s, SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING �' to 1.4 In accordance with FMA/AAMA 100 FMA/ AAMA 200 FMA/WDMA 250 FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 0 i" 2 FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW I EXTERIOR DOOR WITH DECK , INSIDE CORNER(0 - 6 coo LL 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under � �; co � a C J LL t ,y stucco copings. J u- a Y Ground 3. 3.Under and at the ends of masonry, wood or metal copings and sills. Z -a _ o W Cn c � 4.4.Continuously above all projecting wood trim. W i; 2 � M 0 t SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall oDo Lu r floor assembly of wood -frame construction. z 00 M Z a 6.6.At wall and roof intersections. z N o - .- -- - Water Resistant Barrier 7.7.At built-in gutters. W ❑ ❑ - - - > Lath JAMB, SILL AND HEAD DETAIL SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL z o 0, APPROVED SHEATHING Is APPROVED HOUSEWRAP PATCH STRUCTALATHTWINTRACK2.5 ° sty°°° FLASHING AND WATERPROOFING METHODS TO BE USED. Q - J 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE O ° 2 � ° � C7 0 DOUBLE � ° °a = JOIST ° ° 7/8" Cement Plaster �.� v, "V" SEALANT SOCKET WITH ° ° w in accordance with 7/8" Cement Plaster TOOLED APPROVED SEALANT - p g SINGLE WOOD BEAM 1 i Foundation Wall ° ° ASTMC926 in accordance with ,u _ I JOIST BELOW SELF -ADHERED FLASHING ° a ° ASTMC926 �0 c g SELF -ADHERED FLASHING- ° ° Felt backed metal -' 2 ° ° lathe in accordance Felt backed metal 3" MIN SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance W FLASHING FLASHING with ASTMC1063 J - s Building Paper Q 5 Building Paper ° 7/16" O.S.B. c � 0 0 sheathing 7/16" O.S.B. ¢ N S� SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING , FOUNDATION WEEP SCREED �' sheathing o EXTRUDED SHOULDER DECK JOIST , OUTSIDE CORNER , : Metal z Flashing M o U- w� >ZZly g0 <N Weep Screed a 0 0 Z oa Installed As Per y o W 0 SELF -ADHERED FLASHING U U a� �a 2x FRAMEWALL I Manufact. Specs. '- E o o D' STRIP OF SAF LEGEND Maintain Stampede or similar Z � i ¢ s m PRODUCTS DETAILS TILE FINISH I SELF ADHERED FLASHING (SAE) Bottom Of CidUk bOttOm < f r DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only "' € x IQ I I I BARRIER (WRB) - - - _ ll �' o 'a w I I BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER - 1 1 /2" t0 2" NZ 8 b Z Z WATER RESISTIVE BARRIERS ARE REQUIRED BEHINDSTUCCO1/2" DUROCK SELF FURRING (SF) LATH �w Above Roof Weep Screed w a 3 $ g° Installed As Per -w m I PLASTER ACCESSORY Sheathing W PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q I SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS «« Manufact. Specs. 1'-4" PER PLAN Z tl o wa al= Detail Instructions M I WRAP DP WRB ONTO 1/2" Cementitious _�< ° 3 1-0 PER PLAN THE VERTICAL Cement Plaster Decorative Finish Refer to the number marked as in each detail that corresponds to the I I SURFACE TO TOP OF 2 0 = numbered items in the list o Instructions below: 1 FLANGE in accordance II BARRIER with ASTMC926 0 0,0 0,0• All inside and > Ln SLOPE 1. Install self -adhered flashing in order as shown by numbers cc 8 CMULl I i� I 3-1/2" INCH FLANGE over wood 2nd ,®,o•• ' o •,®•• outside corner will m 2. Install flashing and weather resistive barrier to form water shedding - - - � - � - - - _ _ _ _ - I I floor ° o•®,o• need to caulked miter ° _________ __J ° � cut and caulked all � laps 4" OR 8" CMU Q ° ° a F- g paper (PER SEAT DEPTH) _ sl °°o,• • ®•` butt joints need to t` O p I STRUCTURAL FRAMING �• o'' T 3. Self -adhered flashingcan be substituted for building a er ° z Z ll �.oe� .q'• becaulked using r 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT �i 8 a a ,, " I STRUCTURAL SHEATHING ° ° Stampede or Sim. ^ r- _ r embedded in the adhesive layer) - for ease of installation and to ° THIS GAP IS A RESULT OF a ° WD- LU PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all Q o U minimize scoring cuts ° 5. Remove all release paper per standard installation instructions and �- - - - - - - - - LO � DO NOT SEAL. ° a a - ,- ---- ---- DRAINAGE PLANE WRB m � 2 CONTINUOUS BACKER adhere to substrate using a square piece of flashing material (6" x 6" ° U ROD &SEALANT I Q DRIP SCREED PLASTIC I I Minimum) SLOPED MUD BED _ LU ACCESSORY i n I BOND BREAK WRB M N 0 ' H I I SF LATH % CD 6. Fold as shown by arrows �=-I 8 ° ° ° w W I � �� o L0 7. Angle of corner may vary, adjust folding of the flashing accordingly to I --I a rn fit tight to corner VINYL SHOWER PAN I� a ° A Note: M o T 8. Mechanically fasten as necessary --; -_- ; The building paper and metal lath must be E O oo Z SLOPE ° - i i Cement installed over the top of the weep screed. Z E � a - - ° PLASTER STOP ------ c E v 0 c Plaster a � � a o � 4 CONTINUOUS BACKER ROD A over block a a a & SEALANT 1 st floor JOB NO : 22-09407 � 4 CEMENTITIOUS FINISH SCALE AS NOTED SHEET NO. SHOWER SEAT SOFFIT/CANTILEVER WEEP SCREED DETAIL WP1 SCALE: NOT TO SCALE • e I' r u' r TI 1 '1 1111TIR' Ewa UR>R/C_ANE Mounting Brackets 00 Gauge) 41/2'x4112wk2-12s Sack Cross support (May k+e nttoD W) Sete Arrowt Schedule / Right Bracket I ;tSGauge) 1 /2'"Ufa- A 325 1TY14 # 14 Self-Dril li g Screws ® A/C Unit Bottom Edgt • HunlCane strap {7ypicc�l; 3 in front} Washers Front Cross Support Soft-Lxking Nuts (May be cut tow) Left Bracket 06CTAll$e) 014Self-Oriling5cireW5rntuB►ackeo6 Back Cirm Support Into A/C Unit Bottom Side {Typical: 3 each side fnr hurrkane use) +-Palo Fir` Ibalillpnun Maninnitaar• art pindani ial With raw11 I4l/t1.LTm.- 4AI Roc,= aeesfliYi a isle"mqtou Florida Department of Business & Professional Regulation Page 1 oft Building Codes and Standards 1210=1 Product Approval Application Detail lnttr ar _ j24Si _)$1! Doe PNb•n i tag JV84 Vail 4bnLrrmWra Control lnalmKtL 4me Validated by Wall Subtitled MApproyal ApoLOYl9stam A iliemlf.n ll Soren Vent Product.. Inc. McheelGmbem Henme.F Naera P.E Locke Sown. P.E. 12fi&/2020 121182D20 1228M20 Approved CaeOorY: Stnibas Components (1177) 441-8368 PE-73778 (334) 300IM(i subcategory: Products Introduced asa Resun of InfoillsReRyentcon Naw Tach-logy cunpllanra Mehod: Evaluation Repot tom a Fields Reglsiered Architect ors Udensed Florida Professional Enga16H arils&. Rodud Made. Number a Arena Quell Assurance Product Denotation Contract E&eealm Oda Aoorovodfor Use Aooroved 1, R" Dilly for Use knew tankers Dow" Phtan 1 SmadValt Mods, #154adid Dual Function Flood and Vandatlon Vent 12'11r2023 Yes Yes NiA :1004100 2 amenVent Model #1540-111 Duel FuncBm Flood and Yenaedon Vend IV372023 Yes Yes NIA *100t100 3 6madVerd Model#154P520 In uaaed Flood vent 12131/2628 Yes Yes NIA •10gF100 4 Srorl kill 01540-521 hWeted Flood Vet 121312023 Yes Yes N)A .1 OOAIDO 5 S1ndVent Model s1540.524 16&qua; Gasge Doer Flood Vanl 12(312023 Yes Yes NIA N/A 6 smartwnt Mods 6,1540570 Wood Udall In sunated Flood Vent 12131fl= Yea Yea N/A -IWL1D0 Smartt/ t Model 91540-574 14.5aqutl: Gauge Door Flood Vant 12)312023 Yes Yes NA WA Florida Department of Business & Professional Regulation Page 2 .14 Building Codes and Standards 1125=22 Product Approval Application Detall g EntMvpr Dalepenelna 20 - Type verser Manufacturer contact Engineer License validated BV Validated Submitted FISIC:Approval Approved Status Revision 2020 Thermini Corporation Steve Jasperson Lyndon F. Schmidt RE Ryan J. King, P.E. 041152021 12/31/2020 0422M21 0810812021 Approved Category. Exterior Doors (8M 043-7626 PE-43409 (813) 767-6M SuIsCatingory: Swinging Exterior Door Assemblies jasperson@theirra ru.m Compliance Method: Evaluation Report from a m Florida. Registered Architect or a Licensed Florida Professional Engineer F1.2204804R8 Products DuallNAssurance, Aoorovadfor Use ADprovsdfor Use Imbed Demon all Protluet Monet. Number or Name Contrast EXOIraMatl Date In HvHZ Outside HVHZ �(�( Pressure 1. a. Themla-Tru FibenClassic and Smooth -Star Nominal 88 8quoklmpact8glx>t Opaque 1213112022 No Yes Yes WA Composite Edge Fiberglass Single Door (I new woutawkg; X-figurst on) 2 It. TherrtlaTru Fiber -Classic and Smmth-5tar Nominal B&IIi 8gUalmbpad&quet Opaque 12r31/2022 No Yes Yes WA Composite Edge Fberglass Single Door with Sddte(s) OnewinglOutaning; XO, OXor OXO configurations) 3 a Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3l 8quotlmpact8quot Opaque 1213l= No Year Yes WA Composite Edge Fiberglass Double Door with ar without Sidelites (Irawirg/Outming; XX or OXXO configurations) 4 d. Therme-Tru Fiber -Classic and Smooth -Star Nominal 6'0&,quoOmpactiquot Opaque 12131/2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (I nsWing10utb;Wft X comlguralion) 5 e. Thermo-Tru Fiber -Classic and SrtxbOth-Star NOMM21 8&#39,0 &quotlrtpactSciti Opaque 12r3112022 NO Yes Yes WA Composite Edge Fberglass Single Door with Sdeliall 0n.wing/OubaAn9; XO, OX. OXO configurations) 6 f. Therma-Tru Fiber -Classic and Smooth -Styr Nominal 69#340 &quotlnlpact&quot Opaque 12131=2 No Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelines (InsMrg/Outswing; XX a OXXO configurations) 7 g. Thermal Foisr-Claselo and Snodh-Star Nominal S6138;8 8quatimpact&quoS Glazed 1201/2022 NO Yes Yea WA Composite Edge Fiberglass Single Door (InsWingrOut.": X configuration) 8 h. Thenrn-Tm Fiber-Chssic and Smeeth-S4ar Nominal 88#38;8 &quotlnpaef&gaot Glazed 12131r1022 No Yes Yes WA Composite Edge Fiberglass Single Door with Sidelite(s) OnswioaKXrtswing; XO, OXor OXO configurations) 9 i.Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6'8&quotimpad&quot Glazed 12131/202.2 NO Yee Yea NIA Composite Edge Fiberglass Double Door Wth or without Sideliti s (InaeinglOulcwing; XX Or OXXO configuatione) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal Sail &quotl npact8quot Glazed 12f3112022 No Yes Yea WA Composite Edge Fiberglass single Door (I nravangicuttwirlg; X configuration) 11 k: Therma-Tru Fiber -Classic and Smooth-Sbar Nominal &&MO &quotlnpact&gWt; Glazed 121`31=22 No Yes Yes NIA Composite Edge Rbersissa Single Door with Shceite(s)(IneWng/Owidis ;XO, OXa OXO configurations) 12 I. Therma-Tru Fiber-Classo and Smooth -Star Nominal 8&039;0 &quetlnpaaEquot Glazed 12f3lt= No Yes Yes FUR Composite Edge Fiberglass Double Door with or without Sidelites Ormwing/Outswing; XX or OXXO configurations) 13 m. Themia-Tru Flbar-Classic and) Smooth -Star Nominal 6039;8 &quotlmpactSquot Glazed Molded 12131r21722 No Yes Yes WA Open Composite Edge Fiberglass Single Door On.wi gloutswing; Xaxnfiguration) 14 n. Therms-TW Fiber- Classic and Smoot -Star Nominal S&8 8quotlmpact&ggok Glazed NWided 1201/2022 No Yes Yes WA Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sidelite(s) (hsWng/OutsWng; XO, OX or OXO cotiguraban.) 15 0. Theme-Tru Fiber -Classic and Smooth -Star Nominal B&#39S 8quotlmpact8quot; Glazed Molded 12131r2022 No Yes Yes WA Open Composite Edge Rbarglaas Double Door with or without G lazed Model Open SWelnes (InsAinwour iwegi nfi XX OXXO cogurations) Thermal p. The• Fiber -Classic and Smooth -Star Nominal siluil a &quctlrnpact&quok Opaque 12MI20M No Yes Yes WA Composite Edge RbWWM Single Door with Molded Open Sidelits(s) (I nsw rig/Out awing; XO, OX or OXO wrdigurstions) 17 q. Thermil Fiber -Classic and Smooth -Star Nominal 6&#3Q8 &quotlmpactill Opaque 1213V20Y2 No Year Yea WA Composite Edge Fiberglas Double Door With or without Glazed Molded Open Sidelites (I rewing/Outswhg; XX or OXXO mnllguratons) May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET ,��, As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING a Tru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30..0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED 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 10/8t2023 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 2/161/2024 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 5/26I2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/2912023 Plyglass USA, Inc. for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF V E NTILA TORS Thompson Arch Metal Comp. Off Ridge Vents F L16918.1 - 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 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +01-180 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 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DA TE 4_0 (1) Q) Florida Department of Business& Professional Regulation Pagel ot3 U) Building Codes and Standards 252022 .� V O -� Product Approval Application Detail L sill lailaggplill il (J)�Qo^^2 . 4g,S1@ - - - - __ -. - .. ... EOtISIyO- -. - - j2.19 -- )jafP. Date Pendi no venici0 Manufacturer SAS EnQlneer&License Validated By ya((gaftd Submitted FBC Approval Aparaved > • (D /11 Revision 2020 Therma-Tru Corporation hey* Jesperson Lyndon F. Schmidt P.E Ryan J. King: P.E. 07123=0 07/12r2020 07129=20 10/13/2020 Approved � � W Cn � i category: Exterior Doers (800) 843.7528 PE-43409 (813) 767-8555 (n SubCatagory. Swinging Exterior Door Asserrbies sJaspersonCthermatru.cO m ^` �..� cu Compliance MMtbod: Evaluation Report from a ForW2 Registered Architect or a Licensed Florida W ra Pre clonal Engineer O O L Etd�2aas Products O Q C O gdUalrbr Asaunenee Appreuedfar Use ApprovedforUse lD:" Denison O U_ seer* Product Modal Numberor Name Produet Desenotfon Contract Excirapon Oats in HVHZ Outside HVHZ Resistant Pressure .t� CU a� $ 1 a. Therimi Rbor-Classic and Smooth -Star Nominal 6&#3Q8 8quoOrmairtBquot, Opaque Door 12J31r2022 Yes Yes Yes WA O �e (. �� ♦ > Composite Edge Fiberglass Single y O (InawniWOutswing; X configimi lion) Yes Yea Yes WA (n E Q 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal WV8 SqudtlmpactMill Opaque Single Door 12/3112022 /�r (D Composite Edge Fiberglass with Sidelite(s) OnsvingrOutsw rig; XO, OX or OXO Cn W L }a Q configurations) _ O /1t y 3 la c. Therms-TrFlier-Caland Smooth -Star Nominal 6&#3D;68quotlmpart" Opaque 12/31r2022 Yea Yes Yes WA t,U �� e Composite Edge Fiberglass Double Door with or V wthout Skle teal (IrsMAWOubrAng; XX or OXXO configurations) 4 d. Themirl Fiber-Clsaaic and SnnathStar Nominal 88eM0&quctlmpaG"Opaque 1MI=22 Yes Yes Yes WA ComposteEdge Fiberglass Single Door 5 a Thermo-Tru Fiber-Claceic and Smooth -Star Onswng/Outswing- X configuration) Nominal B&OS" Bquoklmpact&quota Opaque 12/31/2022 Yes Yes Yen WA Composts Edge Fiberglass Single Door with Sdelb(s) OrraWngyOutsWnp; XO, OX or OXO configurations) 6 f. Thermo-Tru Fiber-Claaslo and Smcoth•Star Nomina188s39,08qucr,ImpaQ&quot Opaque 12f31 r2022 Yes Yea Yes WA Composite Edge Fiberglass Double Door with or without Sidel tee (InewinglOubanng; XX or OXXO ounfigurabOns) 7 g. Thermo-Tru Rber.Clial and Smooth -Star Nominal 611,039;9 &quotlmpact&quot Glazed 12f3l= Yes Yes Yee WA Compostte.Edge Fiberglass Single Door Onswing/OutsMng; Xconfiguration) 8 In. Therril Fiber-Claasic and Smooth -Star Nominal 6&W ;8 &qu ot, Impact&quot Glazed 12131 r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wdb Sidi lite(a) (Inswingto tewing; AD. OX or OXO configurations) 9 i Therma-Tru Fiber -Classic and Smooth -Star Nominal 841,111 8 Bquotimpact&quot Glazed 1213lf2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sltlel(InawirrglOutswdng; XX or OXXO 10 J. Therms-Tru Fiber-Ctsesc and Smooth -Star configurations) Nominal88#30:08quatlmpact&4uct Glazed 1273V2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (IneWrbg/Outewirg- X configuration) i t K. Therml Fiber -Classic and SmocrthSaar Nominal B&139;0 &quotlmpaet&gl Glazed 12J31= Yes Yes Yes WA Composite Edge Fiberglass Single Door Wm Sdelte(s) OireWnglOutswing; X0, OX or OXO configurations) 12 I. Therma Tru Fiber -Classic and SnvoothStar Nominal 8&MI) 4quobimpad&,quot Glazed 12731r2022 Yes Yes Yea WA Composite Edge Fiberglass Double Door with or without Sideldbs (Irawirgloutsvving; XX or OXXO configurations) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#36,6 aquotlmpact" Opaque 12131r2022 Yes Yes Yes N!A Composite Edge Fiberglass Single Door with &quotNon-Impact cluot Sdellbil (InsWrg)Outswing; XO, OX or OXO configurations) 14 n. Themta-Tru Rber-Clack and SmooM-SMr Nominal l 6&#39,88quetlmpac quot; Opaque 120r2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door vAm &quotNon-Im rxd&quota SWelites (Inswlrg/0utswng; OXXO configuration) 15 o. Thama-Tru Fiber -Classic and 6mooth Star Nominal 8&#WDSquotlmpact&quot Opaque 12J3112022 Yes Yee Yes WA Composite Edge Fiberglass Single Door with &quotNon-Impact8quot Sidelite(s) Onswirg/Outswing; XO, OX or OXO configurations) 16 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&M,,08queximped&quot Opaque 12J31/2022 Yea Yes yes WA Composite Edge Fiberglass Double Door with "Non-lmpad&quot Sdel)bea (I nevingfOutswi ng; OXXO configuration) 17 q-Thermo Tru Fiber -Classic and Sirro tar Nominal 8& 88quok Non-Impoctilqum Opaque 12r3112t722 Yes Y- No WA Composite Edge Fiberglass Single Door Onswing/Oulsvdnig; Xconfguration) 18 r. Therme-Tru Fiber -Classic and Smooth -Star Nominal 6&#M.8 &quothlon-ImpadBquot Opaque 12131r2022 Yes Yea No WA Oompo rite Edge Fiberglass Single Door with Sidelte(s) (IneivingroWwing; XO, OX a OXO configuration.) 19 s.Therms-Tru Fiber-Classio and Smooth -Star Nominal 6'88,quct Non-ImpaW&quot Opaque 12)31r2022 Yes Yea No WA Composite Edge Fiberglass Double Doer Wth or wtthout Sklsnes (Inswing/OutsAig; XX or OXXO configurations) 2D t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0&quotNon-Impxo ttud; Opaque /2/31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Insw rig/Oulswirg; X configuration) 21 u. Therma-Tru Fiber-Claalic and Smooth -Star Nominal 8&03909qua:Non-Impact!l Opaque 12131r2022 Yes Yes No WA IC Composite Edge Fiberglass Single Door with -� Sdelite(s) (Inswingtoutswing: XO, OX or OXO 'O ++ 22 v. Th.--T.Fiber-Civen i<and Smooth -Star wnod Ural] Nominal 6&A39;b &quo#Arun-Irrpaet&quot Opaque 12f3112022 Ym Yes No WA N �V 'O Lai Edge Fiberglass Double Door Wth or XX OXXO 0 N without Sidelnes Onrewing/Gulswing: or art.. O N C 23 w. Therme-Tru Fiber -Classic and Smooth Star configurations) Nominal WNW &quotNrm-IngieciScli ; Glared 12131/2022 Yes Yes No WA cc d 4p V M Composts Edge Fiberglass Single Door 1 CV ' = m N a 24 x. Therms-Tru Fiber -Classic and Smooth -Star (Inswingfoutswig;Xconfigurstion) Nominal 98#3B8 8quotNon-Impact&qua; Glazed 12131r= Yes Yes No WA C W C ` Composite Edge Fiberglass Style Door with N t Sidelte(s) Onswing/Outswing; XO, OXa OXO U 47Cc 25 y. Therma-Tru Fiber-Gasslcand Smooth -Star configurations) Nominal 6'8"Non-Impad&quot Glazed 1213122 r20 Yes Yes NO WA 0 d N CD ]C Composite Edge Fiberglass Double Door win Or t pa without Sdelitess (brewing/Oulswing; XX or OXXO C +' C 26 The-Tru Fiber-Gaaala one Smooth -St., L rmo tAnfgurabona) q tn-�Id&quan Gimed Nominal till 0 & uo No 12r3lr= Yes Yes No WA V Q Composite Edge Fiberglass Single Door 3 tti 3 27 za. Thismil ru Fiber -Classic and Smooth -Star (I nswirg/Outswilg; Xconfiguradon) Nominal 8&#39:0 &quotNon-Irrpad6quo1; Glazed 1213112022 Y- Yea No WA t0 Composite Edge Fiberglass Single Door with Sidelite(s) (Ina4nG*Ut`wng: XO, OXa OXO configurations) Yea No WA 28 zb. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8039:0 SquotNon-Impact&quot Glazed Composite Edge Fiberglass Doubts Door with or 12/3l/2022 Yes C ... Sidelitee Orawingf0uteoing; XXa OXXO 49 C2 conNurati-si) d r..a Florida Dopertilfent of Business & Professional Regulation Poe i a2 Building Codes and Standards2+ Product Approval Application Detail 21812 _ graft a Rout imi one I "no fkti mm Versilm Manufacturer %,coin ErroinewiLucaa. V•IatellIt validated Submitted FRCAppmval EaJ>m� ails ReMsion 2020 Ml Wndows and Doors Brent Bninga Lute RoDedo Lamas Steven sit Union. PE 1we20211 1ty0d2020 10r192020 12/1512020 App-vad Catigil Extends Doers (T17; 395-330a PE-fil 171T)31T-6454 subCMeQaM. aldng Exterior Door Assembles bsltlhgarQmlwd.cam contends Method EvaAiatich Report tom a Florida Registered Aryhftd one U-.d Florida Fti16132,MPraduda Prole ssbnel Ensi nee emM Protluct Model Number or Name Product Daearldlen dWlty Assurance, Contll'ut Exptratlor Din Ablarrwedfa Use Aaxoved )LLtflOY Outsltle for this HVN2 Imlnsid Resist; D31IW £rtiflfdfi 1 SERIES 420ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 17J312024 Ne Yes No Nil 1453/4aquo1X80&qud: NON -REINFORCED 2 8ERIts 420ALUMINUM SGD SERIES QO ALUMINU M SGD OX. XO.XX 12/3i2024 No Yes No WA 98&qu.IA0&qud, NON -REINFORCED 3 SERIES 42DALUMINUM SGO REINFORCED SERIES 420 ALUMINUM 5GO REINFORCED DXO 12/312024 No Y. No N/A 14s314&gaot;z08hquot: 4 SERIES 420ALUMINUM SOD REINFORCED SERIE8420 ALUMINUM SOD REINFORCED OX 12r312024 No Yes No WA X0. XX 96&quo1X911ati : 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED XXX 1MV2024 No Y. No WA 143&4uot:,a6aqua'. Florida Department of Business & Professional Regulation Pag.1.4`2 Building Codes and Standards Ir&MI Product Approval Application Detail $4 _ 20 Oatt.P,,S- . 292 . DM '61sdart Manufacture Contact gainer s Ucerese validated EW ydidwd SLbmlttd RI Aaproyal EPorofl1 ReMlain 2020 War o-Oalm, a dvisbn ofOvemeaIII Door Dwayne Karnlsh John E. Sates Jamey P. Amason, P.E. 10112M20 092W2020 10MO20 12/16M20 Approved Corpomm (33D)7834121 PE-51737 (904)821-5200 detail E erlor Doers dkanlahill-yne-caftan c subCat.g.ry. Sedfmal F_tterler Door AssrMlles an Compllarea Method: EYduaim Report can a Flodds ReglsteretlArchitwt a a Licensed Florida PLaet4UM Prdesslonal Engineer Products ems Product Model Number or Name Product Description OualW Aeaureace Andaavmfallse Awrowad Contract Emlratlon Date In HVHZ Outside far Use IiVl2 fteact 1 gamm l7sgwn 3 80001810018200*1105 WN: Ms. W. 14&030; Max height. Gila 12/312023 rib Ye. Yes -31.0OP35.DO available In top or Intermediate ardor, 10 8000A)10W620001123 168039. Mu width. 14darl Max height. Olaxing 121312023 No Ye. Yea *30.00/-33.50 available In top or Intermle0tde "ton, 11 80OM10018200#1124 164e39- Max Width. isa#39 Maxheight. Glazing 12nl2D23 No Yea Y" +34.401-a&30 evalable In top orntermediat i sedlon. Florida Department of Business & Professional Regulation Peas 1 orb Building Codas and Standards I15 = Product Approval Application Detail W z U) co Ca > O CL CL L U no L. W L) CC ao I- O L w� Z� z Q J a SHEET NO. PA 1.0 ). I. .. -- I I 1 (11� it ! n f��;I' I r• I 1 III III I� � IC�11��i1 l�q� � I I I �yl � ,�_ � 4 1� -6-0 i L N Q O CIO /O Ll- }; V v', O O O O W !� O LL •� O O " -0 CIO O .� .� Q N N 0 t� N C U 0 9 W R o C V N m ac LL d rn o Vl N t N O t0 Q N Y 3 O7 y m C OW Q 3 ca O W O +�.. W w A G 7 O L1 O W Z U) `V 0 0- O e< L' U 0 L N L) m Q O L. W a 0 z J Z 19,111111,44414 Petition, Q J d SHEET NO. PA 1.1 Florida Department of Business &Professional Regulation pepe3 d e Fonda Department of Business S Professional Regulation Pagel a7 Florida Department of Business b Professional Regulation Part d7 Florida Deportment of Business &Professional Regulation Pagel dz Building Codes and Standards +25lzozz Building Codas and Standards uY2Di7 Building Codes and Standards tarzort Building Codes and Standards ilY'021 Product Approval Application DBtall Radlnd Approval Application Detail Product Approval Application Detail Product Approval Application Detail j�Q EMid or 20 � Daffi Pentll� ,Q;dq �yq Due Pending � gt _� YBrBIOn Manufacturer Co Faalneer a License Validated By Validated l FBC Approva l Approved status L'ptli EDght.pr Data 9�t Srs4s :OIdL-i 1�4 Ott Ig68-Pffi9m �4 ManufaCWnr gpp(g; Endrrrb Lremaf YdimledN j(yp� Submitted FeCAmroval Rev"sign 2020 TFrerrrm-Tru Corporation Sfevei Jaaperaon LyndanF Sell midi P.E Ryan J. King P.E. 10A712021 W1182021 tG't 312021 12115/2021 Approved � Val ��urr f�(g,[r EtdneriLlaerma YSIMNedM Ywllhled �11i[49 FUC Amrovw apgBlG� $igai ]Val ytW9p ilOt ypI143M, EOGIOIY,6-Lkk�IDti YaflldadN y119Map i�tffi FBCAmrowi EY!>�vy 1aNi YMIfIpD � `11- ,• y � r:'_ a arJ..7.: ��i.a-Lraan'L� '�'� J �-.� I .. •.: aif.� A+1= f.,. ... _ y , I � 11 , I I I t I - I -L Simpson Strong -Tie 2020 FBC Approved Products Updated 12=12020 For dr" Inks to all 8ST apiprovals Isted below; For additional Information regarding Floddes Statewide product Approval System en�d MaN4:isdo County Notice, of Acideplance (NOA), CQli7,K h Fit FL#2353-RI Mnfi Product Modal, Number or Name Product Descriation I Trion Stainless Steel Concrete & Masonry Screw (TTN-85) 1`14" diameter Tien stainless steel masonry screw F Aga Product Model- Number or Name Product Description I SDID1120M Outdoor Accents Connector Screw 2 SD91 12. S09212, SO1 0112, S01 0212 Strong-DriveSIDConnector Sicrew 3 SDli SM212SS Str ong-Drive, SID Conn ector SS Screw 4 SDCF22434, SMF2251Z SDCF22614, SDCF227M, SDCF22858. SDCF221014. Srtirong,Drive SDCP Timber-CF Screw SDCF,221134� SDCF22ln4, SDCF2719K SDCF272358 5 SDCP22434, SDCP22512. SDCP22614, SDCP227M, SDCP22858, SDCP22912, Stroing-Drive SDGP Timber-CP Screw SDCP221100. SDCP221134. SDCP271400 6 SDHR27400; SOHR77614, SDHR31400, SDHR31614 Strorig-Drive SDHR Combo -Head Screw 7 SDS25112 60626134, SDS25200, S0625212, SDS253= SOS25$12, S0625412, Strong -Drive. SOB Heavy -Dully Connector Screw SDS25500, SDS258DR SDS258M a SD6251126S, SOS2520065,80625212SS, SDS253DOSS� SDS25312SS Strueng-Orrve SOS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWE2726, SDWF2730 Slrong-Dr" SDWF Floor-to-Filoor Screw FLU10007-11111113 §M1 Product Model, Rumber or Name Pmduct Descricittan 1 ATIRS16, ATRI/Z ATR1518. ATRW4 Threaded Rods 2 ATUD5. ATUD8-2,ATUD9, ATUDG-2, ATUDO-3, ATUD1 4, ATUDI 4-2 Alu min um Take -Up Device a 813318-2, BPI/2, 13PI12-3, BP5/8-2. BP518-3. BPBA� ISM41-3, BPRTUD3-4 Bearing plorties 4 CNW3/6- cNw112 CNW518, CNW3J4, C"SM-112, CNW3tA_VS CiouplerNuts 5 CTUD55, CTUD65. CTUD66, CTUD76. CTUD76, CTUD77, CTUD67 CTUD88 CTUD97, Coupling Take -Up Device CTUDK CTUD99 6 N3, N4� N5, N6 Heavy Hex Nuts 7 RTUDa, RTUD3B, RTLJD4, R7004B, RTUD5, l RTUD7, RTUD8 Ratcherling Take -Up, Device 8 TUD9, TUDIO Take -Up Device 9 TUW38 Take -Up Washer 10 URS3 We" Uplift Rod Run Tedown System I I URS4 112" Uplift Rod Run Tledown System 12 URS5 518" U drift Rod Run Tedown System 13 URSO 314" Uplift Rod Run Tiedown System PLM0441-RG pfurtuct model, Number or Name Fmcluot Dersortallon I DTT2 Hold-down 2 HDCIO14, HDCIO= Hold-down 3 H008, HHDQII, HHDO14 Hold-down 4 HOU2, HOU4 HDUS, HOUS, HOU11 HDU14 Hold-down 5 HPA28. HPA35 Strap -style purIln anchor a LSTHD8 LSTHDSRJ Strap -style hold-down 7 MASA,MASAP Foundation anchor SM a Ivi Itill Strap -style purfin anchor .9 pAI a, pA23, PA28. PA35, PA51. PA08 Srap-stye pwrlin anchor 10 PAl PA123, PA128, PAI35 Strop-stylle purlin anchor 11 STi STHDiORJ Strap -style hold-down 12 STH014- STH014RJ Strap -style hold-down ME= Simpson Strong -Tie 2020 FBC Approved Products Updated iZQ10M20 V111.10M For droot Inksto all SST approvals Isled holcry� ��LICK HER X For additional firron. ation regarding FlondesStalowilde Product Approve! System and Marni4)adv County Nodw ofAcaptance (NCA), CLICK 11115KE, 21 1.13sarreshangers Top flange hangars available in wdth of 1 -9/1 Wal heights ranging from 6-318" to 15-11s" 22 LBAZ series hangers Top flange hargers available In wil of 1 -9116"and heights ranging from Q-ain[S" to 13-1181, 25 LEG3, LEG5, LEGI series hangers Top flange hangars available in widths ranging from 3-114�'Io 8- 718" and heights ranging from 9" to 33-1 t7' 24 MEG5, M15137 series Ill argers Top flange hangers available in widths ranging from 5-1/4"to 6- WO" and heights iianght; from 91' to 32-1t2' 25 MIT sores hangers Top flange hangers available In widths ranging from t-9118"to 5- 116" and heights ranging from 9-114!'Ic 24' 25 FF. PFB. PFDS, PFDSS series hangers Top flange hangars available in width ofl-9116"and heights ranging Irorn 3�3/8" to 7-116' 27 RR Ridge laftel' tonnecliar 25 , WP sores hangars Top flange hargarst available In wilths ranging from 1-9/18"to 7- 1/8" and heights ranging P-1/4"to 32". FLiND960-RB &" Product Model, Number or Name I ABA44- ABA44R, ARA46, ASA46R, ASA86, ABA66R 2 ABU44, ABU44R. ABU46, ABU4SR, ABL115�5, ABU&6. ABU05, ABi ABMR; ABU88. ABUSSR, A8U1OIO. ASUIDIOR, ABU1212, ASU1212R 3 ABW44Z, ABW44RZ, ABW46Z, ASW46RZ, ASW66Z, ABW66RZ, ABW7-7 4 AC4, AC4R, ACE4, ACS, AC6R, ACES 5 BC4� BC46, BC4R, BCO, SCSR, BCS. BCS2-24 EICS2-ale 8 C844, C154S. CW, COSS, COSS I CBSQ44-SDS2. CBSWa-S=. C BSQ66-SDS2. CBM86-SDS2, CBSQ88-5OS2 8 CC, ECC. ECCU Series 9 OCQ-SDS2.5� ECCCI-SD52.5 Series 10 CPT44Z CPT6SZ,CPT86Z 11 EPB44A EPBM, EPB46, EPBM 12 EPS47 13 LCB44, LCBe6 14 LPC4-7,LPCBZ 15 MPBW, MPB8i MPB8117 16 PB-44, P844R� PB,46� P866. P96OR 17 PBS44A, PSSM. PSSN is PBVQIPBvlo 19 pC44-15. pCM_1fl, P048-18. PC84-1B, PC85_16. EPC44-18; EFC48-18, EPC48-18, EPC84-1 6, EPCOS-1 6 20 PC4Zt PC4R7, RM, PCORZ, PM, PCBRZ. El EPC4RZ, EPCeZ, EPOORZ. EPC8Z, EPC8Rz 21 PP844-4Z, PPS44-6Z 22 RPBZ FLA1110111i §2a Product Model, Number or Name I FJA, FSA 2 PRFP 3 GH4", G1146-8, GH4". GH48-6. GH41 ", CH410-8. GH66-6,GH66-8,GH68-Q, GH08- 8, GH810-6, 01-1810-8 4 GLB5A, GLB513, GL85C, GLgSD, GLB7A, GL87B, GLB7C. GLB7D 5 GLBT51 2, GBL7012, GLST516, GBLT618. GLBT520, GBI-T020 6 HGLOA� HGLBB, HGLBC, HGLI3O 7 HGT-2, HGT.3, HGT-4 8 UpPiO.SIM 9 URFP Product Descrillotion Adjustable Post Base Adjustable Post Base Adjustable Post Base Postcap Post Cap Embedded Column Base Embedded Column Base Boll column caps vvilh WI ranging from 3.114" to 9-12"and W2 ranging from 3�518" to 7-112" Screvved oolui mn caps with WI ranging from 3-1 Wto 9-1 /Z'and VV2 ranging ftm 3.&B" to 7-1/2" Concealed Post Tie Base Embedded Post Bass Embeidded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Postcap Post Base Retrofit Post Bass Product Desodii Foundation, Anchor Fiat Retrofit Foundation Plate Gini Hanger Glularn Bearing Plate alularn Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tedown Universe I Foundation Plate UnNofsal Retrofit Foundation Plate Simpson Strong -Tie 20M FBC Approved Products amFor die" Inks to ail 83Tapprovals Isted bitiowt CLICK HER - For additional Information regarding FlOrlde's Stallewlide Product Approval System Mid MarriZede County Updated 12r"2020 Nefte of AaMptalM (NOA). !;UCK h tiq E FL#1lD44S-RG Product Model. Number or Name Pmduct Description A21 � A23, A33, A34, A35. A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVA6 Outdoor Accents Angles 3 APB44, APB44R, APVBUS� APSWR, APB88, APB85R, APB1 010, APBI 01 K APV544, Outdoor Accents Post Berses APVB44Ri APVB65, APV13ffiR. APVBB8, APV888R, APVB1010, APVB1 DIOR 4 APOJTZ-4, APDJT2R-4, APDJl APDJT2R,6, APVDJT2-4, APVDUT2R-4, APVE)JT2-6, Outdoor Accents Deck Jc ist Ties APVOMR-S 5 APHH46, APHH46R, APHH010, APHHel OR Outdoor Accents Heavy Hanger 6 APL4, APILS, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Bearrin-bo-Colurnin Ties 7 APLH24, APLH24R. APLl1Z6, APLH2eR, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ BirickVeneveir Ledger Connector a CBT2Z. CEIT4Z Concealed Beam -Ties 1D CJl CJT4Z, CJT5Z, CJT67 0bincesdisd Joist Ties 11 DJT1 4 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4. `C6 Framing Clips 14 FWANZ Foundation Wall Angles 16 GAI - GA2 Gusset Angli 16 H2A, HZ15T, H8, H I OA-2, HI OS� H 14, HGAII 0 Huhr[cansTios 17 HCJTZ Heavy Concealed Joist Tie IS HH41 HH6 Header Hangers 19 1 Knee -Brace Stabilizer 20 1_30,L50,L70,1.90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LS90 SkewabloAngles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ26LZ. L,-W26RZ, LSSJ28LZ, LSSJ28R7- LSSJ21OLZ, LSW21ORZ Field Adjustable Jaork Hanger 25 LSSRI.61, LSSR2 1. LSSR2.57. LSSR2 58. LSSR210-2. LSSR41 0 Field Acljustalolle- Slopeable/Skervivable Hanger 26 LTP4, LTP5 Tie Planes, 27 ML232, ML24Z, M1,287, ML28Z, ML-21 OZ Angles 28 MMHO Roof Tie -Down 29 MNIHC Hinged Roof Connector 30 MMLU26, MMLU26.2, MMLU28, MIMl MMLU210, MMLU12111, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC. RBCP Roof Boundary Clips 32 RST-3 Rod Tis-Down 33 RTC227- RTC42, RTC:2Z, RTC44 R1gId Tie Connectors 34 STC, STCT, DTG. HTC4 TrussCips 35 TJO37,TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#40"7-RO Self # Prod tW Model, Nurn bar or Name I AHEP 2 DSC2l DSC21_�SM, DSC51i DSCSL-SDS3 3 GBC 4 HCP1,81, HCP2. HCP4 5 HHRC2-2, HHRC42, HHRC42-2. HHRC411 81. H14RC44, HHRC5,25(325, HHRG5,37t31Z HHRC66 e HRCI 81, HR= 7 LRUX LRU28, LRU210. LRU212 8 LSU26, LSSU28, LSSU210 9 TBE-4. TBE6 10 TC24. TC26: TC28 11 THA29. THA2113, THA21 8, THA21 S-2, THA222-2, THA413, THA41 8, THAC418, THA422, THAC422, T�AA426. THA422-2, THA426-2 12 THAll ffl/2Z THAl2,0602, THAll THAC222, THAI322, THAI3522; THA1422 13 THAL42ZTHAR422 14 THJA26, LTHJA26, LTHMA 15 THJM2a"DM, THJM2-5-SOS3, THJU28, THJU26-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie 2= FBC Approved Products Updated 12P,012020 0MFor deredt Inks to all 8ST approVids Isl0d btlow� For additional information regarding Flarldas StatoWe Product Apprwal System and liffiarril-Dade County Notice of Acceptance (NOA), CU2K h ll IFL#I 0456-115 Anfi Product Modi Nurn bar or Name ProductDoscriction I 13T, BTB, BTHI BrickTies 2 CMST12: CMl CMSTC16 Coiled Strace 3 CS14, CSIO, C518, CS20. C522 Coiled Straps 4 CSHPIS, CS14P20 Coiled Straps 5 CTS21 8 Com pressibrifTerson Strap 8 DSP, SSP� TSP Stud to Plate to 7 H11, H10A, H2.5A, H3, He, H7Z, HIS H1M H16-2, H1&2S HurriosinsTies a HGT-2, HGT-3, HGT-4 Heavy Girder-Tiedown 9 HS24 HurricanaTior 10 HSS2-SDS1 5. HSS2-2-SDS3. HSS2-3SDW, HSS4-SDS3 Heavy Stud Shoe 11 HST2 HS'M: HST5. HSTO Straight Straps 12 HTS16, HTS20, Hl HTS28, HTS30. HT=C Heavy Twist Strap 13 HTSQ18KTZ.HTS=KTZ HeavyTwistStrap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTAI 2. LSTAI 6, LSTAI 8, LSTA211. LSTA24, LSTASO, LSTA36 Straight Straps; 16 LSTI49, LST173 Siralght Straps 17 LT920, LTEW Bridging 18 ILTSIZ LTSi6, LTSIB. LTS20 Light Twat Strap 19 MGT Medium Girder Tiodown 20 fil MST37, M51748. M5760. Ni sitralight Straps 21 1 MSTA12 MSTA16. MSTAI8, Ml MSTA24, NISTASO, MSTA36, MSTA49 straight Straps 22 11 MSTM MSTC5Z WC56, MSTC78 Straight Straps 23 MSTC48133, MSTC68133 Pte-Bent Straps 24 Ill Iti MSTI48, MSTISO, li Straight Straps 25 MTS12, MTSIS, NITSIS, MTS20, MTS24C, wam, mTs3or- Medium Twist Strap 26 NCA2KIO-12, NCA202-12, NCA2x8-16, tqCA200-116. NCA2912-18 Bridging 27 RCW212, RCWS14 Wall Bracing 28 RPSIS, RP=. RPS28 Repair Plate Strop 29 RSP4 Stud to Plate Connector 30 SPI. SP2, SP4, SIPS. SPS Stud Plate Tie 31 SPH4,9PH8, SPH8 Heavy aud Plate Tie 32 SSI.5, SS2.5, SS3, SS4.5 Stud Shoe 33 STS, ST12, STIS. ST22, ST292, ST2122, ST2115. ST2215, STS215, STS224, ST0236 Straight Straps 34 TB213, T827, TS30, TBM, TB42. TB48: T1354, TB56, TBOD Tension Bridging 35 TWB10, TWB12, TW1314 Wal[Srsclng 36 VGT, VGTR, VGTL Venable Pion Girder Tledawn 37 Mill WS108C, WSIXI, VVBr12aC, WBI43C Wall Bracing Product Descrillotlon 1 Cal12.376,5, C9H2.37x7.63,CBH2,37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Drag Strurt Connectors liable grace Connector Kip Corner Plate 3 KGU3.03-SW, HGU5,25-SQS. HGU5,50--US, HGU5.62-SDS, MG1.17-00-ECS, HGUT25- Heavy Hip to Ridge Connectors SOB, HGU9.00-SDS 4 HGUS series hangers Hip Ridge Connector Rafterr Hanger 5 HHGO5 25-SDS, HHGU5.5O.SD8, HHGUEi,b2-SDS. HHGU7 CO-SDS, HHGUI 25.SDS, Light Slopeable/Skewelple U Hanger HHGUD,O"DS Truss Bearing Enhancer 6 HHUS26-2, HHUS28,2, HHUS210-2. HHUS413, HHUS48, HHUS410, HHUS5.50110. TrussChp HHUS72511D Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for WOM Skewed Truss Hanger Multiple Truss Hangers 8 HTV20. HTU28, HTU210. HTUI2&2, HTUl HTU210-2 Multiple Truss Hangers a HU. HUC series hangers Truss Sidocier-Restraint Variable P&+ Connectors Valley Truss Clip 10 HU001 81/9-SOS, HUCOI;8111 1 �SDS, HUCQ210-2�SDS, HUCO210-3-SOS, HUC031 0- SDS. HUCQ410-SOS, HUCQ412-SDS, HUOQ5.2W-SDa HUC05 Mil-SDS, HUCQ8IO- SDS, HUCQ612-SPS Simpson Strong -Tie 2020 F13C Approved Products Updated I V3=029 For direat Inks to all SSTapprovals listed polow�,Cl= HERE For oildtional information regarding Flondiss Statenividle Product Approval System an d Mari �Dado County Notice of ftcaptainca ti QAQL=, FL#1 14WR5 §W Product lftdel. N unt ber or Name Product Dewaption 1 HHUS210-3, HHUS210-4 Joisti-tauger 2 HR-16, HRS8, HR512 StrapTies 3 HUM210.2-SIDS, HUIOS, HUCQ310-90S Joist Hanger 4 THOB2, THGB3, THGBF12.THGBHS. THGBH4 Joist Hanger 5 THG02-SDS3, THG03-SOS4.5, THGOH2-SDSS, THGOH"DS4.5, THGQH4-SDS8 Joist Hanger 6 THGW3-3, THGW3-4, THOW4-3, THGW4A Joist HeMgDF FLIM1473-R5 §W Product Model, NumberprNanne Product Descrilrotion I OETAL2P Double Embedded Trim Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 Hle. HISS, HIS-2. H10-2S I-Ituricane-rie 4 HETA12, HETA16, HETA20, HFIA24, HErA40 Embedded Truss Anchor 5 HETAL12, HETALIO, HETAL20 Embedded Truss Anchor 6 HGAMIO, HMg Masonry retrofitconnectors 7 HHETAI6. HHETA20, HHETA24, HHE-TA40 Heavy Embedded Truss Ancharr 8 LGT2. LGT3-SDS2.5, LGT4-SDS3 GirdefTedown 9 LTA2 Lateral Truss Anchor 10 METAI 2, firl META18, META20, META24, META40 Embedded Truss Anchor I I MSTAM24, MSTAM30, MSTCM40, K48TCM60 Strap Tie for Masonry 12 MTSM116, MTSM20, HTSM16. HTSM20 TWst Strap for Masonry FL#t149e-RS J2" Product Modal, Numbaror Name PraductDodscliptlon I DTTi Z Deck Tension Tie 2 HD12, HD1g Bolted Hokkwna 3 HD3B, 1-1058t H07R HOOB BOW Holdowns 4 HTT-4. 1-17-5. HTTS-3/4 Tension Ties 5 LTT19, ll LTTi31 Light Tension Ties FL*11 3M-RO Product Description Prod Uct Model. Number or Name 1 SB51SX24 SB718X24, Sal x3G 98 Anchor Bolls 2 SSTBI 6, SSTB20, SSTB24, SSTB28, SSTg34, SSTB36, SST81 OIL, ssTB20L, SSTB24L. SSTB Anchor Sords SSTB28L FL#11 315l Sao X product Modal, Number or Name ProduCt DASOMIltion I CMST12, CMST14, CMSM10. CS14, CSIO, CS`18� CS20, OS22 Coiled Straps :Z HRSBt i HRS12, FHAS, FHA2, FHAl2, FHA18, FHA24- FHA30, MST128, MST138, Straps Q7 mil (12 go) MST148; MSTISO, MET] TZ SMST27, SIMl SIMST48 3 HTS16, i HTS24, HTS28. HTS313, HTSWC Heavy Twat Straps 4 LSTA30, STA30, LST149, LST173, MSTA9, MSTA12. MSTAi 5, MSTAI 8, MSTA2i, MSTA24 Sir aps 43 mil (18 go) 5 LSTA9, LSTA12, LSTA1 6, LSTAI S, LSTA21, LSTA24, STM, ST2122 ST21 15, ST2215 Straps 33 mr (20 go) a LBUSH125, SUl MSUBH3 25 Bridging Connector 7 LTP5 Lateral Tie Plate a I-TS12, LTSIO, LTSIB, LYS20 Lght TyAst-Straps 9 MSTA30, MSTAX ST6214, ST0224. ST9, ST12. ST1 8. ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 go) 10 MSTC88. MSTC78. STS236 Straps e8 mil (14 go) I I MTS12, MTSIS, MTS118. Ili MTS30, MT824C, Wl Medium Twist Straps 12 Sfai,50, SBI.81, S82.06. SA32.37, "2�4 SIB2. K SIS3,12, SM .56, StB3,62, SIB4.06, Top Flange Joist Hangers S S fB4.12,S184.28, SIB4.75, SW50 13 SIBA2,12J8, S)BA2.12flOt SIBA2.IX12t SrBA2121114, SA344.1818, SIBA4.18MO, Top Flange Joist Hangers StBA4,18112, SIBA4,18/14 14 SM1A HurrioariaTle 15 StHDaR S11-1088, S44D10S. SiHDIOS, S/HD1SS, SYHO15D Holdowris 16 SfHDIJ4. SIHDUS. SIHDUg, WHOU11 HoldoWns, 17 SIJCT, SfHJGT Jolt Hangers Pnduct Description Concealed hangers Face -mount (OU, DHU) and tolo-flainge (DHUTF) hangers available in widths ranging from 1 -9/16"to "110" and heights ranging from 9-1/8"to 23-15/116"_ Face -mount hangars Face -mount hangers available invvidths ranging from 1-518" to 7- &8" and heights ranging from 5-5116" to 12-70' Face -mount hangers Face -mount hangers Skewed face -mount hangers available in vMths ranging from 3- Ii8l, to 5-118" -a not heights ranging from 4_V4�1 to 1 5-W4!'_ Concealed fish ge version (HSU RC, HSULC) available for all double 2X and AIX models; ordy acute flange la coricaraled. Face-moulilt hangers Facril-mount hangers available, in widths, ranging from 1-911 6'to 7- 112" and heights ranging from 2-718"to 19-1/4'- Concealed flange version (H UQ available for all mod" having width equal to or greater then 2-9/19' Face-moum hangers Simpson Strong -Tie 2020 FBC Approved Products Updated I 2rAti For (Irect Inks to all SST awrovals Isted below, CLICK HER For additional informi regarding Flori Statewide Product Approved System an d MarnZailr Cmnty Notice of Acceptance (NOA). JLt2L=-. is SILBVI.56, Sil SILBV2.06, SIVI.M.37, &LBV2,56, S&BV2.681 S/LBV&12, TOR Flange Joist Hangers SlLBV3.56, StLEIV3.62. SILBV4.06, Sil S&BV4.28, SA_8V4.75 SA-BV550 I P SfLTT20� SfOTT2Z. S/HTT14, HTT4, HTT6 Holdowns 20 SIMSTOO. SIMST72 steps 1 Is mil (10 go) 21 SP4, SPO Stud Plate Ties 22 SSP, DSP: TSP Stu d %to Ties '23 STC. DTC Truss Clip 24 TBM Truss grace Diagonal 25 TJO37 Truss Jack Connector FM3904-R5 §glg Produttifitudel Numberol-Narne 1 CCQMe_82-SDSHQG, CCCIM4.62-SD8HDG, CCOM5.50-SOSHDG. CCTQM3_62-SOSG. CCTQMil CCTQM5.50-S0SG, CCCQMG 02-SDSG, CCCQM4,62-SDSG, CCCQM5.50-SOSG 2 ECCLOM3.62G-KT, ECCLQM4.M-KF, FCCLQMl ECCLLQMD3 62G-KT. ECCLLQMD4,62G-KT, ECCLLOMD5.50G-Kr, ECCLRQMD3.62G-KT, ECCL.RQMD4.M- Kr, EC;;LRQMD5,50G-KT 3 HGUW 25, HGUMl HOUM7.00. HGUW,25, HGUMQ.O0 4 LGUM2S-2, LGUM263_ LGUM25-4, LGUM28-2, LGUii LGUM26-4, LCUM210-2, LGLJMZO-3, LGUM210-4, LGUM48 I-GUM48, LGUNIAIC 5 M13HA3_112/19.25, MBHA3,12fll 25, MBHA3.%7 25, MBHA3.5619.25, MBNA358/11.25, M13HA&SS/11.88, MBRA3,56114, MSHA3.56116, MBHA3,SS?IS- M13HAS-507 25, M13HAS..5affi.25, MBHA5.5W1 25, MBHA5�501111 88, MI3HAS!!rW4. Ml 5W6, MBHA5.50118 6 MBHU3.50M.25, MBHU3.56fl 1.25, MSHU3.56`1 I.eS, MBH U3,5611 4. MSH US.5511 0, MBHU3 5EV18, MEHU5.5019.25, MBHU15.5(3/`II .26, MSHU5-6(VI 188 MSHIJ550114, MBHU53OMS, MSHU5.50118 FL#1391,`1,R8 Seg 2 Product Model. Number or Name 1 5DW223OO. SOW22338, SDW=438, SDW22468, SDW22W SDW=OQ, SDW22e38, S0=854 2 SDMIS450, SDWC15SOO 3 SDWHI93OODR SDWH194OODS, SDWH196OOD8. SDWHIOBOODS, SDWH191OOODB 4 SDWH27400G. SOWH27BDDG. SDWH278001., SDWH271QODG, SDWH27120DG 5 SDWSI 6212, S1)WS11 83A SDvvS1 6312, SDM1 6400 a SDWS19600, SOWS11371Z SOW,922400,SDVVS2250C,SOWS22512, SIDWS22600. SDWS22aCO, SOWS22900, SOM221 000, SOWS221 100: SIDWS221200, SDWS221 500 7 SDW=3OODS, SDWS224CODS, SDWSZ?5ll SOWS22611DOOB, SOWS22800013, SDWM1OOODB 8 SDW=1208B, r.DWS22512OBB 9 SDWS273OOSS, SDW8274QOSS, SDWS275006S. S1YWS276ODSS- SDWS278ODSS, SOWS271000SS, SOWS2712COSS 10 SDVW13400 11 STN22 Product Description Masonry F%rCaps Masiontry Per Caps Heavy Masonry Hangers Masonry Beam Hangers MasonryTop Flange Boom Hangers Masonry Boom Hangers Product Description Strong-Drlve SOW EWP-PLY and TRUSS -PLY Sorevis Strong -Drive SDWC TRUSS Screw Stroing-Utive SDWH TIMBER-HEXS*rew Strong -Drive SDWH TIMBEll HOG Screw Strong-Drive-SDWS FRAMING Screw Strong-Dirve SOWS TIMBER Screw (Interior Grade) Striong-Orive SOWS TIMBER Screw (ExteriorGrade) Outdoor Accents Structural Wood Screw Strong,Dri%re SIDWS TIMBER SS Screw Strong-Driva, SDWV SOLE-TO-R IM Soraw Outdoor Accents Hex-Heaq Washer FLOI &3163-113 AW Product Made. Number or Name Piroduct Dereciftban I AS 18, AS 1855: AS I SS8 16 ga. Truss Pistos 2 AS ZOHS 20 ga, High Strength Truss Plate 3 AS-20 20 il Trwlesi Plate 4 ASHP Hinge Plate Con nectar FL*16730-R4 §LU Product Model. Number or Name Product Description 1 IFT-HP Adhesive Anchor for concrete 2 GAC. GDR GDPM-50, GDPM-75. GDPM-IOO, GOP% GW-50, GW-75, OW-100, GTH Gas -actuated fasteners and assemblies 3 POPA, PDPA-K, PDPA-MG, POPAT, PDPAT-K PINW, PINWR PINWPW- POPAWL, Powder -actuated fastermis. threaded studs, and assemblies PDPAWL-MG, PSVLS, PSVL3-K. PCLDPA, PECl PTRHA3, PTRHA4 4 SEr-3G AdhesiveAnchor for concrete imlillunpit, Simpson Strong -Tie 2020 FBC Approved Products Updated IMM2020 =For drool IniM to All SOT aWrOVIrls listed below Far additional Inform 1WOn regarding 1`10111da'sStAloovIde Product Approval Systl and Marril-Dade, County hodre ofAcrepteace (NOA), CUC-K hfill. 11 HUS, HUSC series hangers Fwe-mQunt hangers available In wifts ranging from 11-518" to 3- 9JI S" and heights ranging from 4-Ul V'tri I I" Concealed flange version (H USP available for models having Width squalid, Or greater trion, 3-gflff' 12 "series hangers Face -mount hangers avaliablie in widths ranging from 1-718" to 3- 518" and heights ranging from 9-1 Wto 16' 13 LGU3-25-SOS, LGLJ3.83--DS, LGU5 25-SOS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 WOM, LUC2107 Face-mourit hangers 16 LUS sores hangers Facie -mount hangers available in widths ranging from 1-W6" to 4- 5/8" and heights ranging from 5" to I 0-15ill S" if MQU3.e3-SDS, MGU5.25-SDS. MGU5.50-SDS, MGUi MGUT.00-SOS Face-moUrt hangers 18 MIU, series hangers Face -mount hangers available in widths raingingifrorn 1-g/16"bo, 5. Its' and heights ranging from 6-1511VIto 18-ItX� 19 MUS26. MUS28 Face -mount hangers 2D SUR� SUL. SURC. SULC serriss hangers Skewed face -mount hangers available in widths ranging from I - 911 S" to 34WI Ward heights ranging from 3-11M Wto 13_T4` Concealed flange vorsion (SUFW, SULC) ovailiable for all double 2.X and 4X mod"; on ly acute flange is ocrinosailed. 21 U series hangers Face -mount hangers available in widths ranging from 1-9tI6` to S"and heights ranging from 2.518"to 11 .114" 0667-1113 fij" Product Model, Nuen beror Name Product Deserhation 1 BA series hangers Top flange han gets availab Is in Wdths rang frig from 1-9/16'10 7- 118" and heights ranging from 7-116'to 301, 2 DGBF series hangers Top flange hangers avallable, in widths ranging from 3-5/8"to 7- li(S" and heights ranging from 9-114" to 24', 3 DGF series hangars Top flange hargers available In widths ranging from 1 -1 Win 3- 5/8" and heights ranging from 7-114!'to 24'� 4 Dr.HF Series hangers Top flange hangars available in widths ranging from 1-31,Vto 3- 518" and heights riengirg from 9-1 hVto 24`� 5 EG5, EG7, EGO series hangars Top flange hangers available in widths ranging from 5-114" to S. 718" and heights rainging from 111' to S2-1tZ' 6 EGCI swim hangers Top flange hangers available in widths ranging from 3-518"to 7- 1/4" and heights ranging from 11-1?4" to 32' 7 OILS series hangers Saddle hangers available in widths ranging from 3-11,Vto S-718" and heights ranging from S-1/Z'to2S`_ 8 GLTV series hangers Top flange hangars available In widths ranging from 3-1 A!"to 7- 118"arld heights ranging from 11" to 32' 9 HS series hangers Top flange hangars available in widths ranging from 1-911 6"to 7- 112" and heights ranging from S" to 30" 10 HGLS series hangers Saddle hanglers available in widths ranging from 65-1 hVic, 6-71W and heights ranging from I 0-11T to 29'. 11 HGLT series hangers Top flange hangers available In widths ranging from 3-1 t4!'to 8- M" and heights ranging from 7-ItZ'to 32' 12 HGLTV senes hangers Top flange hangers available in widths ranging from 3-1 Wto T- 118" and heights ranging from I N'to 33' 13 HIT series hangers Top flange hangers available in widths ranging from 2-5115"to 3- 911 S" arid heights ranging from 16` tic 26' 14 HUSTFserieshangers Top flange joist hangers available in witift ranging from 3-118" to 3-W1 Wand heights ranging from 5-2118" to 15 HUTF, HUCTIF series hangers Top flange hangers available in widths ranging from I -9118"to 5- 1/2" and heights ranging from 3-771fir'bri 16' Concealed flonge version (H UCTF) available for all modeir. having width equal to of greater then 2-9/16". 16 HWP series hangers Top flange hangers available in widths ranging from I -9/16"to 7- 1/8" and heights ranging from 5-316'to 261 17 HWPH sell hangem Top flange hangers available in widths ranging from 1 -W 6"to 7- 1/2" and hisights ranging from "18" to 32' 18 ITS series hangers Top flange hangers available in vvidths rang ing from I 4VI 6" to 3- &S' and heights ranging from'9-1ff'fo 16' 19 JS series hangers Top flange hangers available in width of I -QM 6'2 nd heights ranging from 5.3/8" to 7.1iC' 20 JBA series hangers Top flange hangers available in width of 1 -911 &'and heights ranging from 9-8/1 Wrlo, 13-118" OKU , Simpson Strong -Tie 20120 F13C Approved Products Updated 1213"20r L!RlJWPM For drect Inks to-oll SST approvals Wd below. CLICK HER Far arldbonal Information regarding Flcn&s Statewide Product Approval System and Marhi4)adv County Noi ofAcroptanco (140A), igi&gg, 5 SET-XP Adhesive Arrohorlor concrete 8 Stronil 2 (ST82. STB24SS, ST B2-6SS) Sbrong-Bolt 2 Wedge An&or for concrete available in carbon stool and Types 304 and 316 stainless steel I Tition HD (THl 7HD-HMG, 7HD-H4SS, THO-HOSS, THD-CS. THD-CSSS31 Tilen HD Heavy Duty Screw Anchor for concrete and rinasonry sivalable with hex head In carbon steel and Types 504 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Tien HD Rod Coupler (THD37634RC, THD50934RC) Titan HD Threaded Rod Coupler for roncrets 9 Then HD Threaded Rod Hanger (THDB25158RH, THOM7158RH, TH037212RH, Titan HOThreeded Rod Hanger for concrete TH050234RH, TH0102i2RH) 10 Wedge -All (WA) Wedge -All Anchor for roasorny FLMS230-RO 1111:111.9 Product Modal, Number or Name 1 AT-XP 2 Er -HP 2 SE117_XP A Strong -Bolt 2 (STB2) 5 Titan 2 FN2) 6 Tbon HQ (rHD-H4SS, THD-HOSS, THD�CSSSS) 7 Titan Turbo (TIlM fLAIN37-R3 ,-MLI Product Model. NUMbOror Nana 1 )049101"K X181016, X1 Bi 018-4K, XQI$1016, X0151 OIS-4K 2 XLQ1 I 4TI 224, XL01 14B1 224-2K I XMQI 1461224, XMQI1 14BI224-2K 4 X0114SI224. XQ114B1224-Z6K X114SI224, X0112SI224, XQ112811224-2K 5 XU34S1016. XU34B1OI6-5K FL#35320-RO §W Pnoductliscridel- Nuffirtisircri-Nierne I IOSSCI343.5. DSSCB48, DSSC848, DSHS 2 F;CB4a5, FC845 5, FC:847,5, FCBQ.5, FCB411 5 3 FPHSD34S1O16, FPHSD34BI015. FPHSD341s1OI5-5K. FPHSD3481214. FPHS034131[2114, FPHS[)34Bi2l4-5K 4 LSFC2.25, LSFC4 25, LSFC&25, SFC2 25, SFr-4.25. SFC6 25 6 LSSC4,26, l SSC2 25� SSC41-25� SSCIS 25� MSSC2-26. MSSC4 26 MSSOB 25, MSSC4,25KW. MSBC6.25KW 6 RCKVO, RCKW5.5. RCKWTS, RCKW3S. RCKW5,6S 7 SCS45.5, 90845 5, SCB47.5� SCI549.5, SCB411 5, MSOB45.5, MSOB47 5 8 SCS32-51MIF, SCS62-&PT SCSS2-&I 18, SCS82-5/116 9 SC:W3 25, SCW5.5 ID SJC825� SJC10.25i MSJC8.25, MSJC10,25 11 SSB3.518 12 XILSH34131414. XLSH78B1414 13 XQ1SIDI 6, XQ1 BIGIS-4K. X01S1214. XQ1131214-3.5K. XQ78SI224, X07891224-SK, X011481224, X0114R1224-2 SK X01 12S1224, XQ112BIM-2K, X34BIO1e-5K: XiSIOIS, XISIO16-4K, XlSI214. XlB1214-3 5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhissiverfor masonry SET-XP High-Strangth Epoxy Adhesive for masonry Strorig-Boft 2 Wedge Anchor for masonry Titen 2 Screw Anchor for Concrete Tiften H D Heavy -Duty screw Anchor for concrete Available in 304 or 318 stainless steel wilh hex head. and 316 stainless, steel lovith countoirsurlit head Tilen Turbo6diew Anchor for concrete ormasonq P11111,411l Q91Cf1Qt1On #10-16 Strong-Dirive X Metal SeF.Drilling, Tapping Scrows with #3 Doll point #12-24 Stiong-Drive XIL Large -Head Moral Siolf-Drilling, Tapping Soreliivs with #6 MR Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Mediurn-Head Metal Self-Drillin g, Tapping Scrows; with #5 Drill Pointand Medium Diameter Hex #12-24 Striong-Drive X Metal Self-DrillIng, Tapplimil Screws with #6 Drill Point #1046 Strong-Driye, XU Metal Self -Drilling, Tapping Scrawil; with #1 Drill point Product-Dowriptilizin Bypass Framing Drift Strot Connector Bypass Framing FiKeel Connector 910-16 and 412-14 Strong -Drive F"D Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Con nocto r Steel Stud Connectors Rligid Knee Well Connector Bypass Framing Slide -Clip Con necticit Bypass Framing Connector Head -of -Wad Side -Clip Connector StaelJoistCorinealedirs Byparoalcranning Slide-Clip,%ut Connector #14-14 .5trong-Dnve XLSH Shouldered Self-Ditling, Tapping Sorrows 410-18.612-14 and #12-24 Strori Metal Self-Dirilling, Tapping Screws _Il� (D Cn -0 -Cu > C- 2 C:)- ca. 0 0 cu _40 0 -a (D -Il co =3 -10 CU - CU Cn 0 = 0 a- CU C= 0 .0 - CU U_ +- 0 ICU > Cn (D Cn E w -4-0 CU "0 CL CU -0 -6-41 Cn W mi co K--., Ili 15 C2 Cn ca .4 LA_ el C= go C= M CD ca ou .0 ca E el, W C, E =3 =3 ess"o 0 L. ca 0 L_ CL CD_ o< -4-0 0 0 16- CL a) cl) cu M 16- 00 LU Z _J CL 27.2022 SHE T NO PA 1. 2 MIAM� xU0U-aAwC0T1TNw PGTIndustrie&1ur� "SwInCE Of PxCwLfCTCow=*LSECTwff AccjpjXN[,E: EvIDLNCE SUBMUTED D jjw5-Sw26'5zft4' Romm N(YITCE!—DY ACCEPTANCE:LVIDENCIE SUB311TUD llqoTICLOIFkCCtFTAl-19CIE,4,Y-'t']DY-NCE SuBaffln"-- mKwasum or xEGuiATmfV A"RiCONOWC 900%MMOMR) m*a� Fio=h:13175-1474 ly, QuALM ASAFFANICAE JIM&RDAPIRCURZAAMEGSTSATIONOWW" T936)315-2590 1. ExWeact n6wittod MKIW PffqiOUS I INOA L Miami N.-OTICE OF -&CCIEPTANCY.,C7�0A) A. DRA I VMGS B. mrs(witonaeo) Test, per FBC, TAS 102-94 MrlvdustrimUcw T maa4chmes4jedrAW- andsectiolls:- 5, Ttst VTw oa 1) Airbaotation L M XTIRLAL CERTIFICATION'S 2) Usf6mStatri Air Ptesam Tta. WFBC- TAS202-94 L Notwe of Acceptance No 13-029.1-1 Wmad to Vision, E=mon Limited I'm-thm NT0r*Vr*ic*, YL 34275 3) Water Fx:sjsu= Test. per FBC, TAS 202-94- --While Ri0d'PVCEz*iiar Extrusains forWindow's and Doere*- dated 08 1 113115, 4 w miss* Impw Test WFBC, TAS 201-94 scon" !1, plepamd by umufacbm, dated 1405d 5- wft revisiw A dated )1AT off-09/3049. t hiwgL 2 1 of 5) Cyt1c VTmd Pmmm Loz*9rff FW TAS 103-94 _I d0canusv6wm&njj*._dbas 04;1&17, vVed and walad by A- LY011 MAki� RE - fj) Fowgd Emy Tea, per FBC, TAS 2" Notice of AEMptaM,No, 164*20.0 issued toV'=MExtM6N= Limited fcrth& TE 1001-an 202 a d jkbter %Wc-s ffen-White) Rigid PVC Exterior ExAmsiew for be med u04anti-Dade Caunky wW odwrareaswbae x0owedby the An6a* 1hw-wg-Jud%hcbo1x (A*U� sjong Wo admd-V drAwzp ;Sd mft&tm dqpw of vmyl Aiding gbr. 40M rtpffed ated an l2f-7 1 S421. Miis NOAstanotbe vA4 aftr the exprwk=dateA&*Abe1ow-The NmWNde ComyPtodwi Cauvol Secian B. TESTS lab. Inc_ Tea Rgpw No- XTL 9549- dated I IM6115, s*ned 204 '%indows and Doors7, d No 15-052&15 Is9wd tO V'nm EZn=n Limited f9fthm (ht�Nb=Dwk Cb=ty) gu*ortm AM (in aws oew thaujvgam Da& Coosa,)) roserve the r4ftr to have thm 1 Tea rq= on 1) lunifomtStafic Air Ptesaft Test -pe(1W. TAS 144 by Feaft ftltida Testin vm� 3- NWim afAccepU= �pejikjAS201-94 saw by idakws orreA P. F- (rest mpoit wnsed an 12M45 and 0"'d -Bralm Czated (Patted w Lutdaitted) White Rigid PVCEI*rlDr EUM'wns fOr Law KrAk IIIWTOM T�stvpwon 1) Air 1nffkMfibnTts:tper FBC, TAS 202-" 3) Cydw W-md Pmwr Loadmgpm FWT US -203-94 TAS 202-94 Wujdovr�j and DeopC" dzW-08/l3tl5,cVk4 w09130119- zunmw dz un of such pro"d or MDW.W' wAin dieirjark� Wang wftmax)Wd-V d=WMP and indollation dogl= OfVUFA AidMg gbm door; pmpX*d 2) Uhifk= Static Air Fresme Test. Per FBC, No UcCVPtMwAjf itisdetevmmodUyUW=i-Da&CouayProdwtC'4m*W%ecti(MOW"PwdMtOrmge%W bit% tO byF=rAratkftTtft-gjA� 4, NotkeofACMtz0Ce' - lwitw imied to ENMGIFcnestmfion Sobtim USA- jzc- Test Xq)od 146-M11717, dated 12)07A5= q�ncd and 3) WalerResift= Tt!�I. per FBC. TAS 202 Inc. fm thew -"fA-N JM md ljgWw Shades 04 on-WW RW PVC EVeriDT eSt peFFBC TAS 201-94 num fim, "Kpin� of &e amfi�xw bwAks Co& walad b�y IdWuis Ortcgg� R E- (TeSt wPat MVW tw 02450,16 and 0MV16) 4)1.=ge MM& Impact T Extrusions forWindaws and Dow-C date4 00115116r cqkdag'on 02JW"I- as4e*ml*dbminadbASbamdaigood.tD-rmplywfdxihep[oli&Bwl&wco*. 5) cyc& wind Pmaw Leadingper FW, TAS 203-94 Natke 4AC=pt=e No�, 1"71104 imed to ENMCA FORW96M Sd4tJ605VSA- Thi&Vr0dtwtiSsWMe4 , Tw rqwtt an 1) Ak InUntfion, Test, per FW-TAS 24244 jw�the RX& velocity Haukaw- zone� 2) Unift= &4& Air pn�w= Ttg, per FBC, TAS 2002-94 akft withmrlmd-V 6avmp-arA mstalhfim dqpm afvjj�4 sWmg gim door pepurd lor. for Ux* lkvum and L*hter Sihades Of Cap Coated RW PVC120flor DF,S,cxnqwx-. Series -45-SM 77a- Vikqi MiOug Gbss Dwr (ReWfirMA) whV6 W & 13-41 Cw0frs-LML '3) Water Refistance xed, per FBC, TAS 202-94- by lFweWatioll Tmktw- T-ab, Inc- Test RqW -No, M 9551 datod, 124WI 5, AVW and 1E=&*ns for NVindowi and Doers- dated 09/151167 ftMiliQ9 0104116119- A"X0N-ALjD0CUMMXT.DwwiUgX0� W-55V.0 Revaj#jed ,rmyjSjujjAgGLu9B�=-N0A(LW- slerb 4) 1,up mz$& jwp2d Test per FBC 'TAS 20 1-94 seakd by Idakm Ortlely� R E- (Tea irpon w6sed =011.5020105) Notice of Accepts= No. 1"71LO3 imW to MMG1 FW"MiGn SQMiQw USX I &mu*-21 of 21,prqwuedtT1nwwhcWa-, dO*d IOJM5 and 125t wVised on 02/01a L *wd md Sealed w 5) Cyclic lVad promr Lowingper FBC- TAS .203-94 7, Test nTw -on 1) Undona Static Ak- ftr,%= Tht Per FBC TAS 202-94 idt fw *M -Whj* RW F%7C ExteriorEitmilwas for Windows and DOOW dg'Ed A- I-ym NUff. FE.- bmring1he Minni-Dade CO'diltYPtOdud CcnlrdRelitiOu SWW wilh ffie Notice of 6) Fameo Eatty Tea, pff FBC= TAS =-94 2) Lar Mmk IMPIld TtA M FB C TAS 20 1 �94 09/10(17, expiliq on 1=2311& A=Vtmenun6w =d expulbmdot by the 16aga-Doom- C4gwy Pro*=t CovW Sectim WwWnmked-up � &I*inp and inasMtioa d*pwn of vi"I s5ding glas& doar; p#zr-d 3) Cytk Wind prcimr Lo2dmgper FBC, TAS 203404 -7. -red ItpmU -Not$)- 104)M-7-92(4 10-06-MO527- S35753-09- pff ASTW-84, a1=19 � and iasta� dLWM oftwyi- 9MM9 132$8 dOW- "Zed ALMS111 IW-46CT RATING! LaWARdSM11 MIN& TRIPORtsk"t t�y f6rwation TbAm Lab Inc, Tnt Rwort No FTL 85U dated I 1MO 57 s4prd and akftwithumucked-Upd"Piap , TestXfpwNo.FTL -' (muples A-1 thmA-21-j dated ASTMDIM and ASDAD435, is=d by EXOVA to Visim Exftusion for CeAllasic b onoiWo'2nd byFamsft2tion, Tirsting 1.2b- lot. "39 nwenal. UmdUtions, _Vidahm OrkTa, P E, (Test wpW revised tingtio, -Ped an4 sealed b 1E - ($0hotbW rm ifer,'VO-4 N& 11- r"Fa 4- I - Sw tjjb le 1 (*w n wA bbk 2 (wheet V fbrapj&4bkSGD rAft Sim, de&71P Pmnwfx� 1rA&wCeaenjS1tnVL 3, Teist upw on 1) Air Inftation Test. per FBC, TAS 2,02-94 q Y Ane, A- catm. P (Sub mwed zmderNVA N& 11-#W7164) gWas rypek 7-9) au4 w4wirlayant sbem Mquktmmu in I I 6M 10- 2) un&om swic Air Pnwm Tod- jw FBC, TAS M-1-94 007#4) - &B�Z-Aheets S- -Noftee ofAccqbwe No. 144916-11 imled to'Kix=y AWqiM- Inc- fM Urk RjVd WhftpK, T= (Nan-*rwe),Rq0d PVC taBravuccawd (P*mdorhmwW) while RiSiAPVCto be 1) Wsw Redsj;ance Test. per FBC, TAS 2IM94 s TeAmmAm I)Artafilhmt=Test,yffMC-TAS2D2-94 4;�atn.,Cwg ((� and White) IiAerikytr. txprinig am 07�W, I S. bbeleA 1 4) Lage WS& Impact Tat pa FBC- TAS 20 1-04 2) U n M M S I gw A a i Pw z mr Te! j t, V m FU C T A, S 2 0 27-9 4 0- NotwiotAcceptante No.16-1117-01 iswed to K03M Amefim IW- for Owk Egres s opemble-& om "raft cvwV4y with wia cka wisitkor he;LW per FBC xevweux=t u apphc*lv. 5) C. ytk wim prmswe Laadingper FBC, TAS 203-94 3) Vaw Rmoance Tegt,'pff FBC, TAS.202-9t irmeam uhradear. near =d rour PvB ln*rkwf* apmg an 470949- 4. p0ckejvr&Uuu&r sepamapprarA to be teviewedby.BWUV9FofficW 6) Fawd FXUY Test, pu MC TAS 2M-94 4) Lup WzWr InVart Tist per FBC TAS 201-94 LABUM�G: achUM ABU bW a VCMDAMS 10-VIwdh dw w2w&dw9esKt of 10M zity, Bu* swi Va*& and gbs& door- pq=ed Cyck V.Tind Pressue Loadingper FBC, TAS 1-03-94 alm dthMwW-WdftWsnpandm$WWMdXW=OfVMYI$kftgI F. S-r.-ITEWN'TS foub" swumm -MR=-Ra& county ftdwtr=wd Approveda- w0ed herbuL gvn , 1 -qgwdAW 6)'Forzed EntryTea- puFBC. TAS 202-94 a ftwW *Wfimtiw his bemfdedmilthem ho temno tpVFfte*eM tong L-*, Im.Test Rq)WWq-FTL SM7- dated 12/0115= ain ofvzw.4 slidiag 912% doffIlAqx1led 1, Starm=t jMter orconfimnagice with FBC-51kEdidon (2014) and FBC-fi*'tdkb11 P,MW.OkLaf thisNOA " be coa4dered o0gr 5j*d byjd2jWi$- Ortega, P. E- (J�w uport -mvised on 0211,5116) along Wjth.MadMd-W&41WM05 and mstanabon, daW A-1 dnu A-4 dated (2K-rj ispxdby zamtraduw, dated OW14117i sigwd & se",by Lynn MMm F-E dmr in 1he qTbc*1ebuddWgco&-xeVV&* affwting dw pedwnweaf.diis pro&wt 202 by FweoxdonTeqipg Lab, Inc- T6t RiepoxtNo-FIL 0337 (sampks 1, stAemcut *tter of nD rumeW hO". dated, 04q1V17. issued by M2nUfkhxVr- APed -fi=datcarjr&e* hasbem z wiewimarcbuw in ihe 4, Tw a7wj on I)AkInfiftwkoa Tzd, per "C --T-ks" -94 P bmiVed n nderjN'O, i 2VAt. 11- '91-4,110N,of titis XoAwM acozatwx fte rjqm Ted= per FBC- T-AS 202-94 TtfddL 2) Unifoft StatiC Air PASM 4k SC21ed by Lyw Mift., PE, mawmis, Uw m1wormoulfactint of Q* PvAud orpr;K*ss, Wgiumpf ftt NOA was endovemoil Of 1AY VfQ&0L 3) WAW Resistatice Teg, pir FBC. TAS 202-94 3- Letter of bb 0oMV1i2nM. Palt Of dw *AT W =F*&- f0f szks, 3*0tjz4 at any alwpolxwes sheR aftuw*say wrinin g*&isN0A-FAAu wta catoplywithady 4) Lvie Us& Imw Tea Pff FBC- TAS 201-04 4. REIL Test proposal -No. 17-0397, Aged 05M51l 7'sagped by Idnq Clzsda- RE- otetalloftis-NOA *Abe Cwlc Wind Pmmr Lo*TM9Fa FBC, TAS 203-04 C. CALCITLA-HONS ADVyXUWMMN-T.- MwWoAnnnimpmed"by g**,w& mmwNde colfty- Fwacl� wid 1311owedbythe Foxted Eaky Test, per FBC T-AS 202M 1- Avrbor Vezffiat= c*t4atVm and shwhut mbf$Z� COMAPM Wah FBC-20K If 'MYpor4on0f1hr1MAi§ "PINYEd, thtu it shttl be t-- OTEBM abmg w&Wzkod V dr-awinp and =d2WJ0R 4UF=ofvmvl sbft*91M dom- pwpared prap"e4 by pGt, Lved 12ffi9ll5zd last tevisedon 07VI 5116- *wed -Ad Ise*d t"T done in its entirety. -10 2L byl�evewawn TM=g Lab hw, Test Rqxxt No fTL 954 dated 12OV15� SW4 Md ANO.15-121A*1)� LNWCMO'-N-:AcopyofftsenUmNIOAshaUbe?mvtdedtoihe,u I sabY0xum9u&dnwro'*dkftfttGa11zA sesW j)y.Id2kjfm omga, p.i!, gmit iepworvised on 01AW16 and 014144 Glazing capplies Vftb ASTM&1300439- GbmlDoor Mtiutamed) - L3LV'mPft9 an 0'V14*" !,A-056A � .,/ J. i "'L shal be 2vad" Eff iMVKt4* at th�rjob ate at the WVmmt Of1he M.'14 n 6 a NOA T cNis e s & r e ueft'.N'0A * 10 � M 29.05 ow co wim -Of impaP7 w 4 evit lew e pai yrs F-1, F-2, F-3 � F,4 q L C"s, P1. I*aq L CUwA*, PX- E-5 4k F,6 0 well as appim vid datudwa mttftwd AboMe . COA&A U*12 supemilor comwidvia, savftTivor ne fimboa*d dm=wuwtjm wis n%iewed by IdwqT. Cban& ?X, pro4w caw*j Vat 5"WrAor NGA No. 11-0209-03 Nu Iva, 214i"A.3 AfT914,2014 110 --- INOA No. !I-920SAJ EXAT10twAbsim. April 14,2024 F-%omtion 10414- Aurth Zf. 202-1 =0 . I - ZWkv04jqw0st*,, ApriI14,102f A"rarld DOW wra 4.51 Ml �tn XS�, 1021 1 -4 FGTkhb$trifA-bK. C(;t Windows and Dom-.hw. PGThwilishies,1k9c. NOTICE(W ACQ"—r-AN2C1:'EVIDVNCE 5UBM1T1ED N. (YE ACCUTANCE: -E ID D NOT OFACCEPTANC ',YV* EN—CEMMIMR KIE 2. Evidence Submitted under previous subnftd .E. MATERIAL C=MCA110M (00411110) C 519 Tb=W Condxtcfi�*y 3. New Evidewo St*mltted AL DRANAINGS L Dtawing No. MD-557-0.01or B,,tftltd �Viuyl SWing G b" Door NOA (I" -, sbeets =pat TU D3985 OVqm-Pass� AMU E 1190 1.G-DwXN16ty-N,0 fog-PaS& (submigeit ujvd#rpre%*n.518"0.4J'Va IS-0409 05) A. DRAWINGS 1. DowiegNo..4f [MR57WO RrvB, O-kd -'VhM Sliding Gbss DowNOA aW- *eM I last OIA31P�1- Itlump ,) . I of 2l,prtpand byn3nuftictuat, dated 1045115 aadtW wgised On 6. QuMm% part pUm", conVV* With ASTM c5l i Tbeund CoWwfivity 2M BT-U-tw tkough 21 of2lpepmed byManzeaduffler, dated-IOM915 md YEViwd 02 sigmd =d mled by A- Lym MiDu, R E- 04p_no SWeA and scaled. by A - Lynn Milla, P-E bx-:-ff-T, ASTM F 1249 VVIR-Pm, ASIM D 1434 jkljon fle��Pass, ASIM E Now This mvman cowaUteplacement of sauc exu2mgmAaflation scwwwAtf1at1wad- 2 189 I-G, Dumblity-No Fo& AS7M E 50 LWw Powt DewkqmaW -20'F i1i 48 bm 8. TESTS 1. Test upoM aw, 1) Ak IW@Wfi= Tftt, pts FBC, TAS 202-94 Sta& Air Piesme Test, 1-dading FW. TAS 2 02-94 '7 (sabomwaridetmat No. 1"409-05), Visim EMmsimm Ltd- Pafts towp� PVC-AAMA 303-13, Vokm1my dfration yiWWft 11 '1— ' 1. Now. 2) unfficm pff 3) Water Rxsistance Test. per'FBC, TAS 202-94- fm Rigid P *vj3jq Chbdde (PVC)ExtmiurFxofik;sfmVisimEtftmv%l$,Ltd-7VEK-lby AAMA fenemrAinn ExtenarProfile CerW50atioa Prog= (S*b*J&d nxder NOA Nik 15- 4) Jvge MisWe Inqxxl Test per FBC, TAS 201-94 040.9.65) C. C.ALC13ATMS 5) Cyck Wind Piessm Loadiagpor FBC� TAS203-94 0. Vkdw Extimibw Ltd. PSUCOUVW* with-PVC-AAMA. 303-13. L Now along wO miked-V drawimp ond inA2112bm diWm afall PGT Indusajam, Inc. uVrew*Aft =ft listed bdow and teded toquaffyDowd 791 audD#ws9-"3 sdicanes. 9� fSqbjw&W niRder.,IV42A Arp. 154409.051 yvinyl Cblwide (FVQ EVehur PVC-AAMA 303-13, VokwWY Specidkatiowfor Rigid P& D. QUALITTASS0LANCE 1. Mian�-Dade Dq*ftwat a FaVdatay and Economic Rewarm (REX)� pce - d byF=tsft'AfiwTe5ftLab0WM, Inc- Ted RqatsNo-,- , paw FrL-7897, PGT pW5520 pvc Ffxw WWow (and 6 in pvposal), dated O%M/14 ptaffim for Vmw F�2�ns Ltd -VEX-1 by &AMA fenestram L-,de= Plof He FTL21"? 07.1, PGT SGD790 Altmmm Shding Glass Door (una 7 in Xopmal) FrL-10- 2107.2,PGTCA740,A-b=0UtMJ C�CV=tWind*wWt3iftPn*0$aQFYL-20-- "N 10- Cediricatmi PwgraM Nofice, of Acceptance -No. 19-1217.14 immed to Eserg� Fenestalim %bAkm USA, Inc- for -him Rjrd PVC Exterior Extrusiias for 1E, VATERLAL CIERTMCATMS 1, Notim of AcceTtaace No - 194W. .02 isStled, taKuramy Anttrica. Inc, fartheir 214T.3, PGTPW7620A AWmiM0KRwd Wmduw(mit 9 in-MY001) 2nd FTL-20-2107.4, tbek -Tan 3"D & bght sbs& (Don-whae) AN '%`ftduwvaudDeors7, eVidngOnW�Ml. "Trasifb* LUadear, C3#Ar. and Color F%7B Gbubitedavers"- e3wi4on 070P.4- I PGT PW7620A Ahnniown Fb;ed'VV1ndM (Unt 10 in PMPOW) doed 07113 M, at signed 11 Notkr -of Acc4ftlm Na. U-0122-02 isma to Eacqti Fmesft"im ��o� USX ft� for 2, Notice, of AoceptanceNo- 17-08OL02 Lwood toKurArayAnwrtlis, Inc. *tli= 07X4123- and seated by; UWmis OrkjA P -E tbdr sezies "%I*o Rigid PVC Eonior Exansions for"Wiludows and Doors", eq*ft an "SentryMasS, (Ckar mod XlThib) Ginn hiterlayeli"- apidus oo 3 Notitr of Accqawe No. 1&11K10 issoad to Vision EZ=1i0& LiMiW fOr thm'%r4wil CALCULATIONS 'I 2ug 70t L Andbot vedfication cakUlstlm and Ysis� Co"VIY* With YBC 12, 020201 Notice of Accepts= No- 1"2W.03 jWxd t6 Eneqp FeneW atinn SobltiM USA, bt- f" Coated M WuW orLanifimud) Witite Rigid PVC Exterior FXR-Asi= for-Wiftdows (9 30% -shudmg lEduka (210M dated 04,12120, pVamd by manufadwer- sigt" and qwled by their -,BrmuA-,& ftht �shade tap tatted White Rigid PVC Extew1or Extrusions for and Deors;7 eVinig an 4, Notice of Arceptante No lit-1100.11 issied io Vision Exhusions Limfted hr *w* saim AsthonyLynnMiller, PX- Whidows, and DaoW, evh* on 04n6(-' 5- "VE 1000 Tan 102 md fthter shades (Nujv-*1hite) Rigid C ellabr PVC Ksteder 6;lazjqj'tc�a� with ASTMEIM-04,-M. -12 md -16. IF. STATEMEN7S Extmslaw forMUdows'aud Doors.'. EtPiEft On 12'29121. D. QUALITY ASSUFLANCIE 1. Stattment letter of confammmu to FBc 7A, Edwlan (2M), dated (34,21211, imsed by MianiinDadc DqmtmW afftulatOly ad Ecoammic Rno=es M,� mmifact�,qpwd2ndseakdbyAnthmvL3mnMdim PE. Statemag Jeter of w fwancial interest and of independent, issued by mamufaiduver. dated F, S-LATEAMNIS L saftme!at letw of omfformance to FBC 7* Edidark t2O2O), dated 02,81P21, usued tT E. MATERIAL CERTInCA31ONS 1, Notice ofAccqtAwe No. 104W. A2 asW tolLararaY America, Inir. for dmir 2. 3. 0448,120, S�F" and wjkd byAnthonyLym M . lier, RE. Pnva* LabdMg AFMx%f dOO=mt bdw= PGT- 4sted 0"0/15 and sVed by an nuwjftdtW s*ntd and ft" by Antbzy Lym Maer, F-E 2- ftnw Laba* Apennemit dawd MRP21 between. PGT Indushies- Inc. and MI "Trwffon -Eittwitar, Ckar, and Caku F%7B Class Isterlaverf rxmMon I krmt,kd padie& Windows and Dools inc- siped by Dean R Rumt PX, VY- Eggimeed'a& on bduff of 07/08424. Notice ofAcceptance No. 17,M&02 umcd IoKuriarzy Annica, Inc. fordwir "S*naTGbs& (Clear ind Whiw) Ghs lum kyon � cqtdag on 07,%23- Notim of Acctptanm NO- 18-11KI-0 ism)ed tO Vi*11 ExftusiDm LiAW fQT *!it G, 0TRERS ]L M�s,,NOArevkn�LNOAA17-042(L,06ayVT'WICGI)MdUPUestOyBt2OlO(7*!Editioii), G. OTURS Mgs NoA -rerhm & room NOAA 2o-0429.05 alLkwCM rspirft 04,q4126 'Srswu C-oated. (Painted or Lzinatated) Who FJpd PVC Y.%Ww Iftawdons expiong 04,021P21 0194155 dated 6140120,appuvrd by lEhaql- 02ada�P-FeVi1*9 Tw cuml wwcjatedPL4 CGI file #21-0295AL aTijing ft 14/W hw W, indows- and IkaA� cqm mig cn 09�W-4- 2- MTta pupouls 4: Notice of AccqAaacr No. 18-1106-11 Lmwd to Vmm Exhusions Lmmled for thm PVC 04�101. sffin 01,T 1000 Tan 201 and lighter shades (Non-Alltbe) Rigid CrArdar rx*riar Extrusions for WkA*m and Doort", exprM an 12,n-V21- 11haq1 Chow". 7x. VowtwQ Unk S"*rTisw 1fh*q1 CUM44, 214 pmdM4 C=tna UNA swwnmw NaAA hw4aa $OA No. U-065.0 Noducl Coorbi Vult NuVerTim" X0A No. 21-420S.03 'ExpirodvaDpw A.VP914,16116 Approvai niom, M*#A 19. 2421 Ew*sdou Daw, A@& Avpro"] DA041 Mhzvb U4021 1-4 Aoror*Mte. Xurck 2-:"-w4z1 E4 May 27, 2022 cf) -Z3 —Cu > 0 CL 0- C= 0 0 L- CU -0 IL Cn (D 0 0.- 5 = CU = 0 -0 -4- CU U- *- 0 CU > Cn E CU 0" 0- CU -0 .-, Cn 0- < C� 01 'i ai E E =3 =3 �0 0 Cn ca 0 L- CL CL 0 CU M CU w —j CL SHEET NO. PA 1.3 _ 1.1.7E I I,m'IF r ..I .I. i.rR'I.Jr.'If IPr I �I ! I _I I I CD W C J C0 W U � O� MIAMI•DIA[ MIAM1-DADE COUNTY PRODUCT CONTROL SECTION N CD Q � O !� O L DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 Cast -Crete USA, LLC Cast -Crete USA. LLC Cast -Crete USA. LLC CU Ca - BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED "� U (D W - CU NOTICE OF ACCEPTANCE (NOA) www.miamidade.2oyteconomv 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 � M CA Cl) U � C � "i Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS t� Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Drawing No. FD4b12, titled "Precast and Prestressed Lintel Details`; sheet 1 of I. Drawing No. FD4612, titled "Frecast and Prestressed Lintel Details'; sheet 1 of O U_ prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Lintel I prepared by Craig Parrino P. E., dated March 24 2003 and Drawing No. „ „ 1 dated 03124103 and Drawing No. LT4612 titled Cast -Crete 4 , 6 & 12 � Cn O O > SCOPE: "Cast -Crete 4 ", 6" & 12 Safe Load Tables", sheets 1 through 3 of 3, prepared by. LT4612, titled Cast -Crete 4 ', b & 12 Lintel Safe Load Tables", sheets I Lintel Safe Load Tables" sheets i through 3 of 3, last revision dated 06112114, all -0 O O N L- This NOA is beingissued under the applicable rules and regulations governing the use of construction materials. g g g Craig Parrino. P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 bothto p through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. L .�. to O CU C) The documentation submitted has been reviewed and accepted b Miami -Dade CountyRER Product Control ewhere drawingssigned and sealed b Craig Parrino, P.E. y g revision dated March 11, 20D$, all signed and sealed by Craig Parrino, P.E., on ~ U Q Section to be used in Miami Dade County and other are allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. 'PESTS '� '� (q�: 1. Test report onflexural testing on d ", 6" & IZ"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, per ASTME-329-94, prepared B. TESTS C. CALCULATIONS Section In Miami Dade County) and/or the AM in areas other than Miami Dade County) ( ty) (� ty) reserve the right to have by Applied Research Laboratories, Report No. 3040dA, dated Od/!0/03, signed and 1. None. 4pages 14.201 through 14.236, 1. Calculations for Cast -Crete Lintels, dated 08/19/2014, , this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed Craig Parrino, P.E. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations far Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino. P.E., signed and sealed by Craig Parrino, P.E. 1. By Mrami-Dade County Department of Permitting, Environment, and Regulatory Affairs. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 2, Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig p g p p y g Parrino, P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS I. None. Zone of the Florida Building Code. 1. None DESCRIPTION: Cast -Crete 4" 6" & 12" High Strength Precast and Prestressed Concrete Lintels ( ) g gth D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parritio, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last Z. Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P. E, certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22. 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details". sheet 1 of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dada titled LT4612 No 2003 and Drawing preparedated March 24 E P Parrino Crai d by g ,.., , g. , 1 _ None. B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1 None 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS1. 1 None.D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with B Miami -Dade County Department o Regulatory and Economic Resources Y h' Par ,i Su ry (RER)• any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florida, and followed b P Y h', � Y D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). I. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - c� shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117. signed & sealed by Craig Parrino, AE. Go -2 !V This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. M ar, P.E , M.S. elmy A. Maker, P.E., M.S.elmy ' ✓"j A. Maker, P.E., M.S. U a� o Pro uct Control Section Supervisor Pro uet Control Section Supervisor Product Control O tNo. rr.. t�IAM �e ,,fy, NOA No. 20-0630.15 NOA No. 20-0630.15 -063 11/2023 20-0630.15 �+ .� Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 ExpirationDate: 09 Expiration Date: 09/11/2023 a °' C,4 fO � Y 0Approval Date: 08/20/2020 Approval Date: OSi20/2020 Approval Date: 08/20/2020 Approval Date: 09/20/2020 o Pagel E-1 E-2, E-3 > E s � m � 3 eo r d = o = E 10 O d C.1 O .r. Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. L C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Murmi-Dade Comity Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS }, 1. None. 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast- 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast- z Crete USA, Inc., dated 08108,117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition,. issued by Cast- CQ 0 A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of Q I, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q D LT4612, titled "Cast -Crete 4 ", 6" & 12'" Lintel Safe Load Tables'; sheets I O < through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last L revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion for a name change. O >` w d4 0fielmy A. Maker, P.E., M.S. Cl Hetmy A. Maker, P.E., M.S. M Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/1 M023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 t1 SHEET NO. May 27, 2022 PA 1.4 - __ - I- _=_ -119. .�3111IT"IFT111=1111 "11111 I -F-, ti 11 I I � I A I I 11 -1 I I 11 - I qlj I I 1�111 ii I � � I I 11 11��, 11 I I I - - 1*-"._� I I Ll ECO w4c_ \ TILLIT TESTING & ENGINEERING CO-1-011" - __ I- WAT rRR A- TILUT, JR., PR it 1.00 yl.�H �2t "'AT n C.& 111- TQ, MAW' 09 PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28, 2(120 MDUCT CATEGORY: Shuftrs PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products 4800 S.W. 51 Street Davis, Fiorii:14333114 1 . PURPOSE OF WILUATION: This is a Product Evaluation Report Issued by Wafter A. TIIIII, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rullis Chapter No. 61 G20-3. Method I D of the Florida Department of Business and Professional Regulation. This product is being Issued an Evaluation Report as described herein, and has been verified I& oomp! lance 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 "my affect b limitations and conditions I EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATIOP( DWAIMME&JU Drawing No. 20-176, titled "20 "GE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part, Evaluation Report, , Ott RAIM111;", A r,P � �:. N RN el, - --- sk ..'� ", ,,, - 0 N,v - r - , -, �E` . � P ___ el '. S - - .. - ____ - - NO. 44167 " I 11, , �,/_r�,.O_ *: _* * 1 �_ 4 - : I ��- , , I . I----- 1. Z 1 �2% C,Jt, ., X O' A �� I a, -,.... � O P1. in it,...., - . '. 'A, ips * ...... '14�.. 6355 N.W. 36th Sued, Suite 305, Miami, Florid& 33166 -Phone: (3O5)871-I53O-1IK'JPA,, I , , I w6ft'll I I PRODUrT KVALUAUQN_9EP0XK&0_2"I72M 2 2.2. TEST R PORTS; Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated Oa/09/1996, #96-570 dated 09/18/1996, #96-T30 dated 09120/1996t all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1998 and # 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed arid sealed by Edmundo Largaespads, P.E. and Henry Hattern, P.E. Tensile test rWort No. 9CM-197 by QC Metallurgical, Inc,. dated March 13, 2009, signed and sealed by Frank Grate, P.E. U-MUCTURAL RWINEEIRING CALCULATIONS: On 20 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 anallysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared byTilleco. Inc., dated 11103108 and 03112115, signed and sealed by Walter A.Tillft, Jr., RE, 3. MISSILE IMPACT RESISTANCE, Large missile Impact under section 1026 of the Florida Building Coda, as per TAS 201 Protocol. 4-M-ND LOADS -RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D-), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated an sheets 8, 9, 10, I 1, 14, 15, 17, 18, 19,20 26 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 thrut 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, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), draviring No. 20-176. "twitillIt"100", 0lllt� ?� III, T/Q/,%S 1' "SX - I ...... �114% t'. "-'-' - - "' E N - - .. V ,---,, hL,l---' \\P- se .. ., - 144167 -. % ,��_� " - I ___ .- .*1 _:�21�124i__A��:__ * J. I / / 1& .q:., STATE OF -',P; - .� ,Or- %10", 01JO - � . T. .. R1 .. - - .. '_* lof';'* ON 'A", � / At- .. 0,10041111111", I I 3 8, MATF.RIAL CHARACTERIST10 AND SPECEICATION& Shall be strictly In accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.O.), drawing No.20-176. Anchor specifications shall be an Indicated on sheets; 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.). drawing No. 20-176. 7. UMITATIONS 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 X 1 thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Buililding Code. 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr.. P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-000719). ,kkI%In1IH#f4f", 0,#�';�� A - TIQ �� ........ , N`.---��Eh "' 4 .. 6�' - - 14 N ' * ____ _� , - - . . - ,�� .t�z -1 .. 44167 ". I , S. - -*E , ; __ i * . -;,, 4-le-, - * , / ze1t��. STATE OF ..-':5e - . I ". 11 "** RI ..., '.... ....... I A. OP011141it"t WATULL D�ITILTFCOAOMONPIECOROSIP.S. RIEPORT.20 k GLOBAL. PROTECTION PRODUCTS. LLC I, 20 GAGE GALVANM STEEL STORM PANELk DRING X 26470 %REPORT 92DVaOl I I - - /""T�IL `N�EC O�i m �c TILLIT TESTING & ENGINEERING COMPANY WALUP.A. TILLTf, EL, 1IF_ tit .COID PRODUCT EVALUATION REPORT rl.?-r 446- 1`1,�A. LIMAN No- 3W6?J 9 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 ProllaticUon Products, LLC 48M S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walltor A. Tillit, Jr., P.E. (System 10 # 1906) to the Global Protection Products, LLC, Rule Chapter No. 51020-3, Method 1 D 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 Florlds Building Code, and to vs* 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 SUMMED: 21, PRODUCT EVALUATION DOCUMENT (P.Ek� Dirawing, No. 20-173, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru IS of 1 8 prepared by Tilteco, Inc.; signed and seelied by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inteR li I Is I, ,all V v1p Evaluation Report. ol, , t , , \,; :..Si1PlS11 ,+, _ . 11 , .1 L/ N !.V " � ,--, 0 . \,\r,ENSe'-.. I T I __�J_ - - .. �,__: - - � . = � � �.:. 167 I z 7,11�7 Z - �..t� * : . Z - .*= = / "O. . � ,�q .. 4z� 'O, A, �, I",- it' . 'C' D .,. 'If W I,� S. r -, .. � � . 'A 6-355N.W. 36th Street, Suite 305,Mami, Florida 33166 - Phone. (305) 871-1 _ 015VW-1531 PRODUCr ]EVALLATION &M=1 Nn- 211,41727 2 2.Z MST REPORTS Large missile Impact load tests were perfbrmad under SSTD 12-M standard as per section 1609. 1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared byAmedcan Testing Lob of South Florida, Report# 0814.01-01 dated 03/11102 witnessed by William R. Mohner. P.E., Bortz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-00, dated February 25, 20DI), signed and sealed by Edmundo Largaespads, P.E. and Henry Hattem, P.E. Large missile impact and cyclic ioadings per Protocols TAS 201 & 203 as per section 1800.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November23, 2010, signed and sealed by Jullo E. Gonzalez, RE. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2000, signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. I OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jac.iollano, P.E. as per ASTM E-8. 2-3. MRUCTUIRAL ENGINEFaNQ G"ULATJONS On 24 Gap Golvanizad Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/1 8110 and 08127/13 (for this revision), signed and sealed by Waliter A. 711fit Jr., P.E, 3. MMSILE IMPACT RESMANCE. Large missile Impact under section 1609.1.2 of the Florida Building Gods, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCEs 24 Gage Galvanized Steel Storm Panel hasr been verified to sustain wind pressures. Maximum p" length shall be as indicated on sheets 3, 9, 10, I 1. 12 and 17 of IS of Produlict Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, I 1, 13 thru 16 and IS of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. NXIIIIIIV*1 III, .4 ,Ir� 1 , . !:1.aI.!Y`/��.,_3_ � /' .. ,��/,M� . - , � le.�..'N�iNsi'%?5\ :��-5� �_- 67 . '-: R . t; a z--: - _"�, *, - /= , 7,'z 2/11�*tj * :WE - / / 1. E OF .. . . V UT, ...+" ni� ,Lon . ., . "Ve, I - I - . 11� N'c . .. ........... Z � A A,'� ON IIN I AL� 111101111olli, I I PRODUCT EVALUATLONAX&M NO, 2fiwM7&1 3 I 5. INSTALLATION, Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shalt be as indicated on sheets 3, 6, 13, 14, 1 6, 15 and I 8 of 18, of Product Evaluation Document (P.E.D.), drffwlng No. 20-176. LMAURIALCHARACT STICS AND SPECIFICATION& Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175, Anchor specifications shall be as Indicated on sheet I of 1 0, of Product Evaluation Document (P.E.D.), drawing No. 20-17& 7. LIMEATIONS AND CONDITIONS OF USE: 7. 1. Shelf be strictly in compliance with General Notes No. 1, 8 th ru 14, Indicated on sheet I of 18 of Product Evaluation Document (P,E.D.). drawing No. 20-175 prepared by Tifteco, Inc. and signod and sealed by Waiter A. TIIIII, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by WatterA. T1111, Jr., RE. (Florida License No. 441167), President of Tilltatoo. Inc. (Florida CA-WO6719). tkt, ItIIIIIHIII A. ,..".. .... E�', . . '.. __ _. 11 -_ .. a-:.-. - 7 ' z . I 1 7, -7, . * 1*E I : - WAnLL I /Z.O. 1! ..- - GE D:%TILTECOADMON RECORDS t?, E.REPORT.20kG69iA1_ PA " N P� ,� QALVAWJE0 STEEL STORM PANEL 0RWG#20-175� REPORTI02"W"A. §4 4 . K. rk, * ORI ..,* Af- r" ;��,P,* . . .. I'll, ;�/, I 'i0\1911,4, lilt ONXiL 141111111410tiAktI I -0-0 a) CD = Cn _0 -00 > a) = �_J -I-N, 0 = 2 CD 2 0- C _0 0 a) = 0-0 CU -0 16_ a- - .- M .40 0 a) NI--, W a) _1�_ "- = a) = -0 CU 0 -CU -0 Cn _0 C 0 0-2 L_ c- = = 0 a) 5: = CU c 0 _0 .4- CU U_ ,.,- 0 CU > Cn ._ . Cn a) (n L_ -6-.0 CU C_ - r - � CU -0 "o = .- _40 Cn C1. < I 4 Z Z W MJ DENIM MOTO: 8 3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS, STUCCO OR WOW BOARDS BE FOUND 00 THE (SICALE 1/2-i') 1/4, 2/4, 3/4. 4/4, 5/5. 7/5. CIQ Emma *ALL, ANCIANIS Sk%1 BE LONG ENOUGH TO REACH Tit MAIN STRUC1URE BIDWQ SUM PANELS. .-Ah'Iliv/10. 2W/10, 3W/10. 4W/10, 6/5 " . Mr&05Z "We" M44=1.10OQUIANT (PICD) K45 BON VERIFIED FOR COmpuv4cE,N ANCHORAGE DWI BE AS MENTIONED 0 9.1) AND IN 62), - --- _- -------- - --.-- -- - - --- 15.1"* (TOTAL VJVM)- -- - - � __ __ _ - 9" Sw/ I 0. BW/ I 1 & 7w/ 1 1 + ON THIS PROOLIC . - __ -- - iS.IW ClarAL WWM)- - ACCORDANCE WIN THE 2020 Chh EDITION) OF �E FLORDAt BUILDING CODE. (C) SPECIFIC M Jou I --- 12.500" (UTECTIVE WOM�--- - - - - - ____ __ � ___ - ___ __ 9 = DESIGN WIND LOADS S*lAU. BE DETERMINED AS PER SECTION 1620OF THE ASONE MDMNED CCIDE. 1/4 TAPICION ANCHORS. AS MANWACT114fir". 0�1. BULDOL INC ___ - __ ___ ___ - ..3' MkX__ _.-- ANCHORS: FOR CONCRETE SEE SCHE UILE ON SHEETS 0 At 6, r VAX _ 0, S D -_ � I, ARN._ / .2 FOR A WIND SPEED AS RODUM 61' Tit JURISDICTION WHERE THESE SHUTTERS WILI BE INSTALLED AND 4-10 PANELMATE FEMALE 10 AND PAMMMATE 1; ANCHORS AS MANUFACTURED Iff ELCO CONSTRIXTION PRODUCTS � - - - - - --- - -- -6 1/4' --- - -- i f---- - ---s.2W-- ---- I* MiN , FDA! WOOD SEE SECTION ON SHEETS 10 & 11 I := FOR 06 DIRECTIONALITY FACTOR Ild-0.06. USING AMC 7-10 AND SHPIL NOT EXCIM THE MAXIMUM (A,SO) LAG SCREWS PER 10M.S. : " -r- 1,3,,G'- 1.3?0"-- . '400 . I ,\,SCa- '. � - � 10 DESIGN PRESSURE RATINGS INDICATED ON SMUTS 7 THRU 12. 14. IS, 16, it & 20 - 7/1111111, I, 5/6' WOW BUSHM AS OMTRORM By ALL POINT SCRE*, BOLT & SPECIALry GO, I . 1 7 '4% ) i Z . -IABO'- I^ "W UK itax 7-'.-1W-,1-, ,I . 0 0 , 0 6 - "13 I" 114-0 cc t� I � . - - . . I - - J* - L T. __ GAILIMPIM am ___ � . D.M..O. I - __!___7,,--T- , L - I -------- --T-------! C*4 C- = -I-, -1- -rT-_----- --T- �_--11- -7--T- -T- I � ,� - - AM A-553 I IN ORDER TO WWY THE ABIM ODND"M. ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCIE 7-10 C i) Will" THREADED PONEIIIATION MO WOOD OF TAPCON ANCHORS SHALL BE I llr " 2' MR VUC0 PANELMATE PLUS ,; - K - - I S., I " "r � I I I I , I � AND PAMELMALE FEMALE Q � , , __� i Qvm So 1�1 ___ I I I � I I I " I .�� ! . _: CL ,,Z (5 - I = , . Ft C.2) MINIMUM THREADED PENETRATION OF LAG SCREW. INTO W WOOD FRAME UNIT -_ NO THREADED \ _41W ' &41). +@ - (9) I 'J . I SHALL BE FOS REDUCED TO A.&D DESIGN WIND LOADS Wf WULTIPLYING THEM HY 0 6 04 ORDER TO , 1 2,657' O.On- im" "M EDBE . /,, - : -9 I G-10 QkV "W--' -_ COMPAIRE THEM ill/ IAAK ",D) DESIGN PRESSURE RATINGS INDICATED Of SHEETS 7 THRV 12. 14, 15, 16, 19 At 20 .1 I * CAL%WCM STEEL y .� , 2"65r I _� -i (_.) -1 C115 1/2 rYP . -, �' �1_ I— 0,0+@ �E co C14 lN ORDER TO VERIFY TMT ANICHOR5, ON 1i4S P EV AS TESTED NEW NOT Ot" Sn*�SSED. A IU PICRICASE IN ALLOWABLE SHALL BE ! 2 � , ASIV A . I @ I PENETRATION INTO STUCCO, SHAU WE CONSIDERED AS PART OF THE REMARIED THREAM PDWMrtON, I GRADE 30 �y - 4- � --' ItElAkn T'P' OVIAL LT � I 2 It, FOR WIND LOADS WS IML USED IN rWIR ANALYSIS FASTEME115 SPACING TO WOOD HAS KM DMITMAN515 IN "W C-SO Ow L t�"AILEDCE "= >< ACCORDANCE WITH NXI.S. 2018. C3) MINIMUM EM DISTANCE Of LAG SCREWS. INTO WOOD SHALL K AS INDICATED IN THIS DRAWING _t�rm . p I A IN, I I i I CD ..j L" \ Iles . � I 4&9 ; " ulks. STORM PANELS ADEOUPICY FOR IMPACT AND WIND RESISTANCE K45 BEEN VERIFIED 04 ACCORDANCE WIN SECTION 1626 OF � -------------- � - �� ------- � - - ___ ------- � I � - - I ----------- I 1 I . i . E .' I:= '" THE ADM MENTIONDT CODE AS PER HUAWAK ENGINEERING a TCSTINQ INC. REPORTS 911-5611. 94-510 At 911-T30 Mo 0010" I t. . CA C,4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE Sjfr� 1/4' *-20 SCREWS USED SHAU OF I 1/2' LONO - I J�0' I , , - ED " -= " = FEMESMTION TESTING LAB IIX. WOM #2032 & f2t26 . AS PROTOCOLS TAS-201. tAS-202 AND TAS-203 SHOJLD SR=O Our. Am 11 MO"M FOR WALLS WITH No STUCCO. - ___ I- -----6.25O`---- - -I 'I - _- � _11- . ____ I L'11 ;�,_ -t L 9 ___ - - - ___ 1, F I -cc -- VAS 2W STANDARDS. - - " I I].__ � 3: .T a) ::I, 2,lffr- - W CL.= CLI .= = 2 ALL ALUMINUM DITRUSIONS TO BE 80113-16 ALLOY AND 11110431. (UNLESS OtHERNASE NOTED). SEE SHEET 2 ANCHORAGE SHALL BE AS MENTIONED IN C. 1), C 2) & C 4) - INY 1 - f - 4 � - --- -_ -_ . .� i = PECrICATIORS OF THE AMCNOR'S MMILAACTURER , - ___ .....____.._ - 2.187" - - - I - i 1 1-4p � 4) U = -CC I 11 . I - , , WALL 44CHM 914" BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, - - 11 - - - 1 -7. . -_ I - 9� - i- 1 2 �� A ALL PLUM04UM SHEET METAL USED At CLOSURES SHALL HAVE 3105-1414 ALLOY, (0) ANCHORS %IIALL K INSTALLED FOLLOWING ALL OF THE FIECOMACMDATIONS A" S '1� .1- i I -1 I f - I I 1 -, I 17 1 AW411 % Do UP � _____] 125' 1/4-0-i% .1 F -i 0 - - - - - - - - - - - - C= 1 _250`1 . -I - - .I 806f P AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 002 9.07-00, AS PER INS 201, TAS 207 AND C11) IN CAW THAT PRECAST STONIE. OR PRECAST CONCRETE PAN". STUCW OR WOOD BOARDS BE FOUND ON THE EXISTING T MURM-E&JU @k END STOM PAWL ,�;- -� 4 ALL STEEL SHEET METAL PANELS WALL HAVE SITIUMPIAL OUALYT SYECL ASTW A-55S GRADE 50 MINIMUM, G_-6O - - . 75O.- 19,*-20. AMELS W/ 1/40-20.1- - 31: M - . J04 UNBOLTED PANELS " 6 PAWLS MAY ALSO BE INSTALLED "CRIPrOWALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 RhIM� 10 (SHEETS 4 - , . 1 L25W 0100' 4 - I I - I - - - . a i W W/ WA4KD EDGE ,,,,< ,---- I 11 10, .70 O&VANUTO STEEL DESIGNATION W/FY- $4.3 hei (AFTER ROLIED). . . .100, It - r , -1, W.V. S'S. Sam -'75W- 4 1 JL�% DOLT W/ 7111' . 3/3r ;1 M CU W .= -----'- a __ -_ STUD WKW � I THROUGH 6) DicWt IMI HEADERS 0 & 0 SHAUL NOT BE USED - I. - O I I I I � I 'a to A"" 0 1 I (SEE SECTIONS AS � 0 EA. OVERLAP i -3: - . 5 ALL SCREWS I - I ' _'_ - ." �� h U311" I " �� C' m , 1". ATTACHED TO INSORE PROPER MCHORACE THIS SHUTTER SHALL ONLY 13E ATTACHED TO CONCREM BLOCK 00 WOOD FRO" I IWW , �B` 3.3 - .093' - , I ; C TO BE SINNUM SrM _304 OR 316 MSI SER" OR CORROSM RESISTANT COATIED CARBON STM AS PER 9 r? SHALL BE THE RESPONSMTY OF THIE CONTRACTOR 10 VMY THE $04,11KOHIESS OF THE SnWTURE WHERE SHUTTER IS TO K - - - �AW 11 I 12 'Ir APPLICABLE) . .. i I I (SEE SECTIONS AS APPLICASU) I .E U W DIN 501,84W/ 50 IN YIELD STRENGTH AND 90 Ito TENSILE STRENGTH III SHAU. COMPLY W/ FLORIDA BUILDING CODE *0. 2, 15W '. I i j;. W ." 9�, SECTIONI 'I 3.3-. 75 . SUILONGS. � _W3* .093' 2.125. 000 SEE -1 - -1 ! - .1 A. 01 -.1 -I- _ i L. _1 " 1-1 L - _1_1 �1_u I C= - 6 BOLTS TO WE AStM A-307 CALYAWED STEEL 00 A151 W4 WKS %IMNUESS STEEL WrrH JO Mo WNWJM "" - - � . I , . .�_ - I - -, - - _1 T :;'IT I J_ - � � I I .2 0 . , I I , � . / /� - .1 - - __ S. MA_ __ _� --1.500, - L.-I'SCID.- Q. U - I-- JR&A a . , I I - [-- - I I = E STRENGTH IO EACH REG" STORM PAWL 0114 UENGTHS, OVEA W-9 TWOJ04 124% AS PER SECTIONS a IL 9 At 10 AND ALTDIM"'ES 5W. ',�Icm_ 21l' GBA: i , � ED W . -a - 1114 III '0111 ON SHEETS III 6 & 12 RIEWIECTACILY. SH41 HAVE A mat AND : 1 7 ANCHIM TO WALL SHAU. BE AS FOLLOWS TEXANT TO SECURE PANELS WITH NIMUCABLE REINFORCOADIT OURVIG. PERIODS OF HURRICANE WARNINIC � .200- -) SEE - - - , � -, -I I (A) It THE tRISTAILLAX" CONTRACTOR IS 10 Sr^,�CAULK ALI SHUITTER COMPONENT EDGES 0104" REMAIN IN CONITNUM OWACt PATH , " I 'i 1, i I , I - 1/4'f TAIACON ANCHORS AS MANUINCTURED BY t.T* BUILDVC INC (M. C-3i92 P..i) THE IKPUNMG TO PREVENT VAND/11MIN INTRII" _ M Sir< 1 , I I - . 7/6 CoILII-w ANCHORS. AS MANLIPWIT.Pett W orlowits INC (AAN. VC-3,1000 p,) _� L-1w, __ :7 . . ! I - 1/4. " 3 * ISOMETM V" MAIL A 3v L2.000' i - ! --- I 01. - - 14 -_ i-1 - I C3 - 1/4-0 . 12 STORM PANEL INSYMUTION SHALL COMPLY WITH SPECS INDICATED 01 DOS DRAWING PLUS ANY BUILDING MO ZON94C REGIAATIOWS ROUNDED CDRNER 0 ENDS OF FANEVS D.IM..@,@,@--_4_ . i- -1 i - '. neft I 110, 31V : , OCTAL 7 - I � - , ,- I - i J IL . -- gl i --IQ- �.- � 4 I , READILY VISIBLE MWOZ INSTRUCTING COOPER OR NDR� - - , it a 37S I oil. - - IN t*1 /4' SOW -SET ANCHOR& AS DISTRIBUTED IT( ALL PONT SCREW, BOLT A SPECIALTY CD PR*AXD Ely THE JURISOKCYON 04ERE PERMIT IS APPLIED TO END LIP W/ HDAMED EDGE. . !V� I r �w �Ij . __ -1 , . jil 01 1% 1 - I " -30M pm.t.) hN HEA (�) IT -MAW (�) AML (4 ANIKE WITH STUD @ AMU WITH &&(�)-@. @.rl - 1(14 10 PANELMAIE FEMALE 10 & PARELMATE PLUS ANCIHORS, AS AimiLwAcTuNED BY ELCO CONSTRUCTION PRODUCTS 13 (&) THIS PRODUCT EVALUATION DOCUMENT (P-F 0 I PREPARED W THIS ENGINEER IS GENERIC AND DOES NET PRCAADE INFORMATION (N,T S) (�) gramE MD . _ 3 ON. I*. 3350 p..Q FOR A SITE SPECKIC PROJECT; WHERE THE 911 CONDITIONS OEWTE FROM THE P r D -- ": = - 1/4. 2/4, 3/4. 4/4. 5/5, 7/5, - 1: MAX � _ I - - - 1460 CF T;-GRP ANCHORS. AS MANUFACTURED BY TAV-FAST CORPORATION ("3600 P,) f I Wibn 6/5MIN (11) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PWK14AM AND WWALLAT04 INCLUDING. LIFE SAFETY OF THIS PRODUCT I � SEE OP. IW/10. 2W/10. 3W/10, 4W/10, kl) MIMMUM DAMOMINI OF TAPCOft ANCHORS INVID PCOURD) CONCRETE SHALL BE I 3/4*� 2' 'OR PANUMAIT FE"E BASED ON THIS PI.O. PROInDED HE/SHE D0051 NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT I - :; -,--I I/t4 It Vi4 0 �344' .374* �� 4i..5wpo, 6IM/11 & 7W/I I � 10 AND FAREMAITE PLUS AND I *,/A- FOR CF TAP -GRIP ANCHORS, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON58BB� : T I - -W. _r,m EDGE a. - Ow 11-4* .ON, 7W - I I - L . .180 - �148� �_L,310* I?5%.14.-*-M 3W SEND; _ -_ ---...- - --- - ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & I - - - -_ - - - - ,- X2) CALK -IN A, SOUD_ ANCHORS SHALi WE EMBEDDED 7/w INTO THE PMM COAKitint. PC EMKOmENTi "TO W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED � - f - F_T� I . I ..r . =31111101 storm TO MR WOOD SEE SECTIONS ON SHEETS 10 At 11 SET � 1 37 * .3" W I, ,:2 lIr cc STUCCO SHALL BE POUrrED 1/4- 0-20 SCRM USED SHAIL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, - 407'1 003' D.�, -3-i F- �6.1 . I � RO " 400MUM MR WALLS WITH NO Sr=O. IM MAY BE HEN" SCRIM OR ALL THREADED SCREWS W/O IIEAQ� (it) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR NICHITECT WCH WILL BECOME THE � - r- 1,871 1 "�._ -I EMONCE11 Or RECORD (E.OA) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR YHE i t___ __ _11io- I " -I - " . WAIT WITH WAG NUTS PROM USE OF T14E Pt 0 ENGINEER OF RECORD ACTING AS A OWUIM ENGINEER TO THE ; __V,B-. "ME PON I - - 4 002V I..3- i I 015* I A 3) IN CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS. PAYM STUCCO OR TAM BOARDS BE FOUND ON 111F P.E.0 EMONEER, $KILL �� TO THIS LATIEV ittE STE SPECOX DRAWINGs FOR REViv. SIM LOCATION AT - - , f I ,- I - I ?SO` AELS I A & ELEVATION rdM PAM OVERLAP 957W t I .9ec* L_ - -1 1!`6 I VISYNG WALL OR PLOOk SKAU HE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEIAHD SUCH I t - Am, .W* . N.T.S. PANELS ANCHORAGE SHALL �KOS MENTIONED IN Oki) AND IN A.2) �__ AW (0) THIS P�EO SHALL KM THE DATE AND ORKNIAL SEAL AND SKNAILM OF ME PROFESSIONAL : �- 2�000* - � -",) (a) ?i !t AM C ENGINEER Or RECORD THAI PREPARED IT 7,000 (�) KEY was wnmra Awl, 'HWAS 9QNCIIFTF NOCK =29 14 SHUTTER MAHUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4- M.. W /A- 0 TOCON ANCHORS AS MANUFACTURED 81 I 7 IN SAD", INC. : - -.0113, (�) *F- TRACK 9= (@ U1111' A`r TUCK T IFIAT PLATED 2-6,r _ I/ - 6 x 7/8' CALK-im ANCHORS. AS MANIXACTIJKC, Of DEWALT INC (MI ec.1"O p) PANEL SHUTTER IN ACICORDAINCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CDDC_ ONE LABEL 4 I. SHALL ME PLACED FOR EVERY OPENING. LABRING TO CO^1 WIIH SECTION 1709.6 2 OF THE i maw ( - 0114* wn STun (MAIL O~ -1 WOLF WILLEY) - 4/00 3/4" SDUD-SET ANCHORS, AS DISITIQUIED BY AL.L PONT SCREW, ;OI!7 & SPECIALTY CO, FLORIDA BUILDING CODE .=V. - - -- ]1A4'1 --- (ON -low 0.j.) I I .t�l * I THIS DKWM SHALL ONLY BE USED TO I - IV 'm Z�� i /�X / - X I --- ., AsN\ /NrA - 114- 'a PAMELMATT FEMALF 0 AND PARIMMATE PLUS ANCHORS, AS MANUFACTURED BY EUCO COMTRUCT" Plat"ll OBTAIN PERMITS IN THE SUTE OF FLORIDA I I �' PRODUCTS (MAIL rt'2071 00�) I I 1- v '-- ` ." V'\ \____1 = t. I. I , - L-, I - 4 !I, 1 �, .. ____ I __ I 'It"r tol, . . - I ot"5 � � - I T , '_ LI;�.2-T,_74--�_1 I . \_T/ 4 1 /4' 4 CF TAP-GPIP ANCHORS. AS MANUFACTURED 01 TRU-FASI CORPORATION I 'T/Z,�%,%s, : 375*0 ,I 3r*.M'. �-_ -� I/ It __z .. ANELMA Ht ./a. �,� I - "L 0 a" zone) I - I : APPX. GAP .,.. .. . . * 8 1) MINIMUM ngCWW EX TAPCON ANCHORS. DCO P TIES AND CF TAP-G" ANCHOR, MTV I 1: , ,.'.,- FLORIDA BUILDING CODE (Ifth Velocity H I_ I - I .. -, ... ' - ---.� its I� 0, I , I- ___ ____I , I * i 4--.\ ... .. I . . . .. BLOCK UNIT $KAU K 1 1/4 .1 WKII, Ml= N: 20 GASE SiLVAMW SM STORM PANEL - .1 �P-�t Hurricane zon*3 qff N_�) . AU - FLORIDA BUILDING CODE (High votcally 11,1161 . '""? f 0-�E I 0� W I., ;= _ �' --�- --A � 1�9 e It 44�50;�Pll " A ..: ; . - I -1 No. 44167 %. , . . I .* FLORIDA BUILMG CODE (Mligh Voicalty no Zorm) . * . ... 9.2) CNIX-114 A, SOUD-SET ANCHORS SHALL BE EMBEDDED 7 S' INTO THE CONCRETE BLOW UNIT NO E~ I. '6' . . o� or I - I NICKEL A* am TIUM ME. To .1 **. W. F.P. / . NO 4 167 r. I . I -_ _1875 C M-TIZIEL OF PANEL .1 � AIR= 20 GUAGME GALVAMW STEEL STORM PANEL INTO STUCCO SHALL BE PERMITTED 1/4' 0-20 SCREWS USED SH,4UL BE 1 1/2' LONG i*MLW SHOU _ STOCCO ol/n/"" - - Jr. WANG IRA X1., III . 20 CAM GALVANIZED VER STORM ON" W, I i7 - ,sq,. S <Z GUOM PRMCTM PRONCTS, U.C. V�,;� 0 -1 : 441f . viwm .. . . - __ , "157. AND I* MINIMUM Fair WALLS WITH NO STUCCO. TAf �11 �___� 0M. __2AW � __ .. . - - - . MIOAM -- * , III IV/all3m . ME C �_Cmc - - - ll. 5, Presin - _+ 0 KEY HOLE e .. GLOBAL PROTIECTION PRODMIS. I.I.C. ... SECTION-A=M , E on- S'O OF _Zl�l L AT PANIEL -** CLOSAL PWITCTION PMV4JCTS. LLC. OII, . .. - =7 _* &--"% `=.Xr. aim IT. 3MI. 20-176 _ ..._ - PNI_ . MAI, --- 1. "W (M)�r4.4 I- C06.)Gw�� 2.3aNXI /A. " 0 4=0 ILWI 51 WOW S *1 I 1� -1 ** _� - - -io of'.. , & 'It". _ - 11LIEC DWW. A. Na"I ItT.S. .-,%. E ..I __.. �, - ARNZ 11 VINCI` Z , ii!� . Z �__ �� 4 ____ - fta,'. "It" "Cre: M____.=X_ft = ,mills, (IN)"o-AH& TAP, GM)No- Se - C;=cx (1) " TRAIT � a 0 /, A, .1 -W . 20-176 " - IAN MINAMPAII: ATOWIMY. Let we MUT 1/011T 4�15� --- 20-175 Q - I, In A". VP E , A A-__ ALUMINUM ANUE MONOLITHIC WAS" W/ ADoffow __ !T-r.;:t_. - 1 on -_ ($")M-"-& FIX. ON)OP-OM - I - 0 - - � I Arlp I N12c, i. 4 ,I, � ow J 11 I - wMens IN, III. i ....... �4 - - � ___ - CNN - -I I AN I aht-A ft NIIIISA'�nor - IT. , : i � i - - ?1S,W13r WAHM (SIANUSS M-mv, C.-Com's __ __ - OL InAlAwaraw,um "� A /QA[ WAM 4 ,us ... PJL M, 1 STEEL 04 Mma PLATED vral d=Jr 11" PX_ :E.: -- M :�I�iii,;"` I - _1 ", 2wn 1 I - nw4m U. I "I - , I - . .. - - INSTALLATION WTO EXISTING DEWLS POURED FOR REGULAR PANELS(i) CONCRETE OR CONCRETE & dA BLOCK STIRUCTURES CONGAr, mu 9CHMIUUE OR COPIC" #NCMM twan 0 itincloa, 9) (Sa WeDt" ON - . " CONCRM mr.4= (SIX SCMVJUE W-1 , "" " otmv&JW$) -CO, \1 L*GTM CONCRETE ANCHM I I (HE SC-Wl" an Z ;- 4 seris a nallum 6) � @ - =I;�, �' ." IS .2L.Iftl , , --e=. _= 4,12. -1 -4. 1 , .�_ - , ,� , � 1 - � . " 'W - - in ; 1/2*; . , XV: IT R 5 # J 1/4' ,\,� -11,11,111, ,,� . - - , if: - Mw., 17' - -6 (E=_ ____ k - ANA. - ! - ___ I I i I -_ -_ 1/4, T-MAL 1 " IF IF � I I - -I i I --___j =10URIpp "� 1 2 I I 1 I 9 \1 E.D. \,I I I EA - Ii @_ i 2 RWUKO I ,� NNL a i i IN i I I ,� . RE � . , , \\. I Q,N_ I ! QW, � � I �� I It i _",�-,N � i 111�.� 1,�' %11'� , ,,,, � I __ awl.r - - E WE i ; - I 9 : . . A (D i ,��-,_ �r - a � 00" " 0 : I �60 9 111Y GX i -11 .1m : I , i I % ow a I - '12 i (D I i V AUSK ; I I I .-..m:. - I ." T �__ AN .,� I - ; - i I I NAN - : �� :- -- _- .1, 9 1 10 *A& =,__� - i I 9 - i I : ! 9 i ; I �-, 1* i � i ! : i --T I I I i ! I I I *-, : ; I I i I I I I : I! ONA I i I I i , I i I 9 X-1411111 I --- , � ... "' 1� I- ACM0 .00. I I 0 I I E.b- �� I , - i I I & _1 icw.r `i airwinuile I � - 11 g�_, i I I , III ./r � �� , �- -_ *_ 11 1/9'*:V . . j - MAW R& =&1OU11,D OR __ I � I I 'eq 1 : , .2 Itr = ;, E4=-0_ 11 it ; � DMW POJRM � ED I !9 Iff = : ;� . , Comat" BLOCK p � � .. ! 1M : e.L1 I OR .� CONCRETE BLOCK . ... ... I CONCRETE on 1, CONCRETE 99I . f"MUNM . �= - 1 12 I/r at 11 . I'��:1.�'I'�'I'l�":,**�'��z��".'��,�w.""\\-7��,--��l- . - - - - -, , , I �.. REOLon I I- �, FRICKHRIED. , /21 t C �. � / - I - - __J ` . I 1�r . . =WOU"E" ... . '13/4*- I a .- 0_1 Wkl I � � . . , - - ,_ / , .�� CONCRETE ANCHORS - 2 MLOW. I I F COACOM oigamm 1 '. ,\, ,\' -/!', 0. co.cmm , " 1� , �11, gr. Id M I _ 1 5"0,mklcNm - A/ STU11 (SIX 110,10DUU: ON 14 .NL g- o T I = r.9 0.1 Z -#I) 11 . (W Zle= $� �4r ........... = s6am" al- '.�', DWI 04EM a Twak" 9) 0". SHEETS a Ninalm. 9) sarm 8 retat" 0) 43EAR ITO SCALE 3/8-1" COLNG All W L40UNTM I SECTICIN 2 SCALE 3111.1, 1111" SNECTIONA WALE 3/8-1* NG ALTIE111MATE fifffiff MOUNIM WAS 3/0-1, 1 - , - _ -.--- I- -_ I I I 9 ! = weau 1 -_(D LD, - DOE DISIANCE (SEE SCHEDULE ON I I ..�mow. - : oo,A.�m 11 SHEETS a a 0) " Owns. I I 9 I i I I I - M I Non EON COMBINATION M_U� @--;L 1 . : Is Atr = ;, TOP At BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY I I ! -, _.. / f.V , N Z;0-1051`4_1�.011 INSTALLATIONO - I 9 I N EM I 1.0 lk� smals a rAFAM 0) CEHJM Al ffiavj�llmllllc SEAL! 3/0-l' ski) ia64'iii� 9) iWISM-R- I. - --I ,/2' F "�4 � I TI I - , , 1 1. i " EXOM rOUNIC i .& CONCRETE I , . I I I . 'I . 4 L - MEOIAPICD` I � � i . r ., c,,N , I I ,.�, � �, i I �1'1.1111kli I 0 .. � "! ", �1, J�4�-��,, i I .� I R =ln : i - - (i) CONCRETE BLOCK I 9 REOUIRM iI I I i I I I ! : , - , , . A I � - I - ,,^- , I I MI* " 0,13, a .. I 0 , 4 ___' I t AT . A, � .__11 � - ; I , I I Poo M WCTiM. IIAL11 i . . A I m VVICIAL I t"M4.14- In � J M. ,; ! - I - -Ul ,�pm. V GAS .M., wn 7 i I : t . I � I I : I . ! I 7, , . F, Q;L �X��.�,,� , 11 I , � ; I "I ; "I , ; 1�', - I & , ;1 1, "I I I " I DST" POURED E D, - i -_ I CONCRETE Oft I , � I I . i I 4- CONCRETE KOM I I 'O, p", EX&MM" I - I , REGUon i CONCRETE � L I : CONCRETE BLOCK REOUOIED �, � - I / F ---------- 7 1 ... 1 ___ - I I I; . I -, 3,11 .. 0_:,11 '-' A (2 7 &.2 li;v I " -I C I V I �1,� " I 11 " I Is' I.:, 3 I.:,30 .41 """ . ��$ 1, 0:4:41:1, 1k's;'X#,X"'s:s) T I L 3 " .113, lipli�zil;.��l.F.1;0'ii:az�.la:qfff2A sN:V4M11,'%;,i11s.I'_ - .. M'1011- , . ,,%Ils,- I NO' - 117, ""My I, 4. PIP ..... - - Jr. - , - I jk�% L �_"= L ZTA _% 4) : I A=1;mr_ V..r NAN _41"lle '.. " .11.1 I i L-MIAT I 6 11) 11 I I Jr .� -I � ;M, = W, , "I I - . AN, i I ---.Vl- -1 h1m ! - 01 I I I , --_ _J i " im� ) A, ulwr: , 4"" .--. - I " W_ __AAN I W ___; I UEA7") ! I I W I 4"IffAr = 0 i I - ANA FAN'r I I � .,. I W - - MANA. Ir.." W I. i. (D I � TPAO I I I I.A., -_ ,", 101, I =AM I i i A 12 `=== - - /T I - if � i :1 -, --,.(!)O " I I V- "!707/ !W== I Q"Do) ! , I . ___ � GAEAIR1,AH) P=-, gr.py%, - I a =110 IN VIN`__ .-NINNA, " d =.P=,-- eF.1 1_�. ;�,�,;. �Ahnkkjlr ,,, I . I .4.i. 1; '; I I - .0 PIUS 00 OF W-001P . CONCRETE =ANCHM , . -4) _-_ I 1 11"'Am"' � ,�_\"_��.-,_, ,�,,,,_� ,,,�,*,� ,-, . - - - - . . I 9&9= ON VICE some , I � . . I WA!I %Ld ) SHEETS I roRo" $1 ;.�?. BUILD 0 1=111ITING , , Miss .. SECITNION"55 i SECTICIN 7 , ,,Nc.J1A - 11 Q~ ornm� "I - -T-6 SCALE 3AI- I' WALE 3/8-1- ap� .am , . . - �T - V_1= =1 A. --J=EYJSTM 0 NEW I' WIDE . WAIES . 1/8' ED. - EDGE DISIAMICE -0 I "&&�Pm) AAL IMAN"W"ANIA1 I 71110 ALUM. TUK Opt 11 4 (SEE SCHEDULE ON (D I - COSIM STUCcQ/ It T ill= PLATE SPAM � L SHEETS 8 & 9) 11 ... 1, ,, I - 111000 a" I ''I I I . ALAA& TUBE OR I' . VARIES I - - '111,111114 -/ - , , , , - I . I * MEN I' W11DE . VARIES . 1/8' �,l 1 : I 0, PLATE SPAM '/1 . I , & BOTTOM MOUN`ftNGS CAN BE , , - � " 6== 'I � ENNED IN ANY WAY TO SLOT ANY C"E#) , I -, (SCE SCHERAL 04 � ! '... -,. OCKOWETE ANCHilm W I I - T_ I , , SHEEIS I IHRDL*4 .,7 �.,+� I! - WON: '90M I I CONCRETE KOCK '14 6wa-vow-a"Wil YU, REOUWZD let" Nottiff. X6 S�W;x DETAIL FOR SPACERS KOUIPED AT TOP Oft BOTMU TRACKS AQJ TO STUCCO/WOOD amps INSTALLATION DETAILS FOR REGULAR PANELS(A) & 4A INTO EXISTING POURED CONCRETE OR CONCRET BLOCK STRUCTURES ------- ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEET 9 - . - -, __ � __= colicnar, PQURE11 CONCRETE FOR WOOD SIT SECTIONS ON SHEET 12 CONCRETE SUICK -61 CONCRETE SUM - TIED .3: M. 2.6'r �- , ODA�SLOCN � , ._1 *Eotqm --r ANCHORS ACCUSED - M MODULE ON � REQUIRED ; 910=t-s - I I 10t, (PIN OJEWUP -1 WHOUE IMUM 1* MIA. i int SCHEDULE ON '_ .10111MVIR MCHM - I � I SHUIT 9) i SIRET 9) I SHEET 9) i7- DA 17! f*1-64r -J- -I-- - i , . ll � i 11 . ,,, 10 ,I -, �11- ; 0 1 � P11 7 : , 11 _ � I . - _____ , 1 . __ _ ! I ; �,& I 11 - � i � , -, I I I _! I . I I I i 11 �: : CJ I __'N I � , �; i I t � � tit i � I 1 � I - i � --)E � . ,I : � !1; I I i i � 1, � 4 � I I I I I T - i :I, ; I , I : , I � � : , . . I ti�i !I li i� i I 1� ., , ,,, : : , 11 i �, : � � I I or V - E. : ; E.P. I . E.ID ", � . I � , I I , - � ,,, L -, ,, I I - ; --- e_. - - - --.----., I . I Mo E Z � I , I I I , 11 I ct � l --a 1� , -0 4__ I - -1 - i : I � : ,' I 1 : � I 11-T 111.�. � I . ._"IIPW�4�,,�� 1 '._1 � � I I � I I . I I � I : � ; I . I � Z 1-� I � 11 : i 2 1 � � 11 I a N` =_ Al ; - I - . I I 1. ,:Zr, . - - I Panic : � , I I : I 0 : : I : �� I I �, ft 00" I . 0 I � 0 - ! I i I � L-1 Is � __1 1 1.4 � 11 ii OV �� .. 5OX ;� -.(, - - yl� - . T I � I � - IZ - -, , I 114 , " �', is . i 1; . or V I � I.-MV I VAN I T A- - I I - I I 1: � I I - - � � " - " : BOLIS IV/ � I 5.1. 1:,V**/ , � ;/. .;I.,., 1 9 - I � I . . I I I . I I I - 7 . -i � -_ I 19 7 . IF , 9 I— --- I ; �: i . : I I � I a L49H , MIT a OCR wa"I.K.IPS I ,J � I ! . � : : r 0~. V � if : : � , � �; . 'I I .1, I : : IINVILAP. a OwtwLLO . i 9 � I __ , - ____ _L_ ,..- A -_ _ -- _ L_ I - ______J. 1 , : ; I , �: 1 1 ; , I i 11 ,� I __ I, __ _)��- � � 1: � . !il � , t __ - f - ___ - - 7 . � I � 11-i- . : 11 I -.1 . "N 11 -_ � .1 5 1 � ;- _V I i � I 1 � i I ! I � , - : : I : . I . : i - , : 5OX : i I I *" r-;..J- �w 50X =0� , � ! OF V =.,I I � 562 - 3--Ift. -_ LL.@.@ L1111.1-11-;r I' MI,. I - (t or IL I � : VAX I, Ali, 'If". e I �, �., � I MAX '4��,,:, . - -4��,: :,z. _. r-'r �-,-,,� � '! or IL' ANCHORS, FOR CONCIRM SEE SCHEDULE ON SHEET 9 ! 1, I 1 1 a i MAK --,-. . - MR WON SEE SECTIONS ON SHUT 12 - - __ .- 11 � � I I �X I � "' � i - G � 7 E ,�, , � , j;j�r � , , � � � 1 � MULM STOM P&��3.Lj , , e : -L --�� ,)& Q FLEVATM . . , aw a 12 t . *� 'Ir = .1 I � . , L_ I 11- 0 :: 1; ; � 1/4' MAIL. ONA I 4 'i I i 2.67' - I I -1 , 7 - Sw I i � I - 11/4* ,� -1 I I , _V4-A2DX3/4- S.S. -LT � �1� - - - I -- ----- (AM QMA�_-_T*W May) 'I'll M.. � .,,r W , , _ -..-..---- --- _.. -4 ; .11.1111rilp... `RNC NUI I CON*%M ANCHORS � - __ - _ - - __ - - I I I � - ,/" .t _ __S�� ANCHORS PAOUIERED CONCRETE ANCHORS WZ1033" ON ., io SM � - CM SCl4CDUU[ 04 ow 1) (SIX Sam" an slw 1) _� __Alt:� OR _ CRM OP OW OR SECTION A -A 2,22A =r0U= ftvton SCALE 3/32--i RMLNM NEOUMM DIRECT MR X" MOUNTING DIRECT AMID W." NQ 111121.1 .. , . IWAMORA WAXIM"WHIM AmuAm- StCTION I 0 WIRT lum'? SCALE A _ OM_. E.D. - EM DISIANCE FOR COMBINAMM OF SEGraW CSEE SCHEDULE ON TOP & BOTTOM MOUWW40S CAN BE SHEET 9) COMBINEO IN AW WAY TO SUIT ANY WALIATION .... . .. __ I 1 ,4 I �, I �'! :*- ��, W, ; , ; k0l,�__,,,_ EM, . , - ..... . . � , -_ __ . � I i i4� : , � � , I , ,_I_ I . ,� , - . I i -- , T I J, � i _. I _qj , '10 , : , I - � ! t Lt �, 1_� " ,_,,,_� t - 11� � I - I I I . ; I � [ ! . , : ! , ; : � ! I � , 4 t , - I - : - � . I i I ! -: 1k-LEtL1W_1:IUl1I1TafXlE-_14 CIO-IN., " 0 W 0 INC -+-a (n III-BRINS' =3 CU > 0 L- U) CIN CIN < QD 411 U = =3 -0 M 0 L- 12- L) CD " Cf) CU " =3 LU 2 < M Z < _J Q._ SHEET NO. SH 1.0� m � IN I II W 14 I IJj I III I� SITE Nees 16>eW[ aR 9IQI&0 I w Sam 4 aN WALL AND FLOOR MOUNTING INSTALLATION FOR •n" 4 AAQ r.. - SPLIT PANELS . r wrARR rose (Ri aoTatAi oN TIAN ea,.lR % r/IA, Wn --- �--- L R T ,. •Tuwm �' t0 Low. ,NPUaI a • � ,• ' IAa°` r �2RtN e ` ye% mom 0. *1 \- 1• ,. _ 1 161rOo "�° t �4.6a1SN10, 1/r .61E Iaa, WEE: 1 4 1' .DETAIL 1 �o"Im f i1 R M�flm % t mll �mulRr I= aaNemfF sm ma r:60 _ 04 I. mutt a wR YAOT muttr m a+e+f "aalA i r aC Yt�am I.T O `� �`adfi '•8 �• e R.'[D. .. _ - - - 3- -; T 1 i m+/•" f _ Ara a ! >» Y� \` 3 CW ow i�a0 •/% I ® It 1' _ 1t)LaN 1l7N • bS0 roam• ruo. a��. -� \ �t SPLIT STORM PANEL ELEVATION � SECTION Y-Y yr"rw R+a SCALE ,/8 -, SCALE 1/4•-1' SCALE 1/4'-1• TAR +arelnao N11LLN m SCNEWLE it". MULLION SPAN (FL:) • REOYPiO W. WK MULLION - 4 41-6" 2' . 3' . 1/s• > 4'-s' TO V-W 2•) 4' . 1/9* To r-10• 2'.r. //r. 4• a 1 4• TO ,�� aAl©aio SECTION SCALE 3/8-t' nmE: LWLLION rA" Also E 1NSfAMED w/o TOP O BGTM ON TOP OR BT sa TINT n B LOCAIID AT TOP oR 1415 OF OPE/eeO. (ONE AANEl OPDItD R/ NE 100 k ROTtDMI .or INSTALLATION DETAILS FOR REGULAR PANELSCh1CA INTO EXISTING WOOr�•mD7 STRUCTURES r e� Pm r�- I� ! �7n �• raswl�r, Ai .See .e.le1 r+e'I.iw IaN• NArRt h41 f bI -•�i � i 1 � �� e,E e '--- I� R eAR - 1 y■ R ew ) f BLSTALLATION - ALMNAT(VE SW SULD-4Xff MOUNTING INST L 1 AnON - ALTERNATIVE I W STYLE: 1/4• - 1- INSTLLIA TIVE 2W Be4E: 1/4' . I - NOTES: I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 455.5. -72.0 P•e.f. AND PANEL'S LENGTH UP TO W-B'. 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENS" OF 0.55 OR EQUAL NOTE FOR COMBINATION OFSECT TOP B B07W MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUM ANY INSTALLATION. CIMINO At FLOOR MOUNTING WALL A FLOOR MOLDITM ELATION - ALTERNATIVE aW leer E AT»I - ALIMIDIAM SW (SECTION AT TOP IS LIMITED TO +3SA-87.0 MAX. SCALL 1/4' - 1' A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4• - I• B r,r .ef•o =Z11 w xterr Ao a.r; r,•fo _-- - earr-Ll .. no1es r. INSTAtLAT1ON - SECMN 4AW SCALE 1/4' - 1- BUNDING CODE CONCRETE ONCHORS 00"amm AMCIae Fat CONUEE AN00ft ME SOLING ON OW 14; (s¢ 1KJaWf a"\ on SO+mME FUR NOW SOW ME SWON al IHW 's ON �, ra'- 1 22, A 1W 1S s w 14) -i YxtEa coNeaSE SWEET 14)� J i w. 1A 2/4. 2W4. 3/4 OR, 4/4 1. 2 t 1W/1S r s Na. PauR1a CONCRETE � \ RHIJI I I i I TTT 1-TT7TI riTT1 1( t-w mmw �MmptnbAl D7D FRNLf) WARN PAI (P mw PAN) Olff RaR F-W me PANEL) (�' Ip' f%rtiFRRr;On P raeTDN t�Y4.7/ O.pW 8 7ei°wr�irie,(P1' 6 sn"Y10io � �l/E• o.c, fRD a ,x 1/2' OC i 1 / 4'al� LMtJRE _ S/e• 1Rw EOM 1ht 1'it/ 9•RDIRn3 , Is4�'E'a�T ,rj"i•> I ro • u , ae. (W f ,14 ` m • 77 t/1• ac, y - - - -- - - --- I .t. - a DID Am" (KE ,°v" 'j14 uL7FANLNE LOG„ON fG MT) POUM CamcFm , 1 I I 1REIRARED Loll A 2/4, 2k/4. 3/4 a 4/4 1 2 Ac YW/15 W77k TW/15 ALTERNATE UXATWN -.1 ON LIFE SAFETY PANE. L- -_-- J AREA W/NO LIFE SAFETI' PANELS - -._.. LOCATION OF LIFE_ (SEE NOTE /BELOW) :, I cA•L Ia REWIM PANELS W/ OR SAFETY PANEL // - -. - -- W/O RMAAR TRACKS (SEE NOTE I BE RWAUM AS CCWJW E AMOM L 'j .• � f r - ,,, r ' rj% f ELaw) ° it Slim' mm FARM OOPDAW SSNIl (seE 9[NEOIt[ aN / - }� ALWaS E MOVDFD W/ PEAR NN/0lE 4lEET ,.) T•a1lREp ,701 com f TO FAC7JGfE RLiTAWQ10N r MTEFq[D ' I117ROo MNCRE,E +YlaraTa f-'' �' or E OR ROIOKD FROM OEM v STRUCTURE to ",.) -Ea ELEVATION WALL MOUNTING INSTALLATION WALL AND iLOOR 110UNT1NG INSTALLATION SCALE 3/32"•1' SECT" I SCALE: 3/5' . I• - SECTION 2 SCALE: 3/8' • I'-I/�-,r` GAP 1 ' 1 • v4 Tar. r ¢P NOTES ON LIX SAFETY StORM PAMEL SISIFM B99AU&M X-- ': I. LIFE SAFETY STORM PANEL CAN E LOCATED AS AN EW PANEL (FIRST OR LAST PANEL) i OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). B AT , ►rNns. 8 kl� ,DN LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AOJACEMT TO REGUWe PANELS w NOTE (W/ OR W/0 REGULAR )RACKS.) s¢ "OE 1) 2. 1" SAFETY PANE. CONSISTS OF D.039• GALVANIZED StM STORM PANEL AS SECTION B-B PER COIIPOIIETrT SHEET 2 OF ORARING. SCALE 3/s2'-1• T4S PANEL ALLOeS ITSELF TO E REMOVED OR WSTALLE) FROM THE NWX OF STRUCTURE. ••Nlnll a. LIFE SAFELY P REOUN" TOP TRACK TO E COMPONENT Q)! BOTTOM TRACK TO E COMPO� AS PER SMELT 2 of THIS MAR MO F(�,........, COL1PONENr E RnTALUED WAIL OR FLOOR MOUNTED FOLLOWING SECTIONS t A 2 ON THIS AS WELL AS DETAILS I e 2 ON SHEET 14, r�31`C• •'•'•, s 6sR. LENGTH FOR enMPONENr rs ts'. = FLORIDA BUILDING CODE NI h Veloe Hurricane Zone) M.. ANCHOR SPACING FOR C 0AWChORAGE AT BOTTOM IS GNEN ON _ * - z 6aom R.1tm, A,C. 20 GAGE GALVANIZED STEEL STORM PANEL oR+Fp r1 ar. SCHEDULES A 2. SMELT 14. 1 COMPONENT MAY E PERIAANENT OR REMOVABLL w ANEPROTECTION PROFu1M� 5, SEE DETAILS FOR INSTALLATION INTO WOGO tTLW1E OULOMIGS ON SHEET IS 04 ''• I]EaeGLOM . Yw,�" �• ° :•s�0 1�+ Am Le. sf n, 8 SEE SHEET • FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE NbTALlAT10N OF ��•. '++S ON A(• �MR•.a. N.+NIM1 =1 NOE 054)� 754L FAX (nORN-F,•7 to-t76 SPACM AT TRACKS IMSIALLED ANKC W AND 8EYONO TO STUCCO/*= BANDS. 4N IINM•rU ` P•" m-Nr . a : pA°' �� ORIRr ". a-0w's PC AAL/rrAFLII/ME wK1U A iiln 21., AC •. r IMR t] a EF MAXIMUM A.S_D, R�IG DESIGN PRESSURE RAT_(n.R.f.) AND CORRESPONDING _ MINIMUM PANEL LENGTH "L" SCHEDULE (WLn ONLY no Ala INSTALLATIONS AB PER xenon , THAU to ON SUM 4. S k 8) • calm r/ tjilt-AI' ss NS t ISOM N aIRM t "OU" M a "WL MMMUM A.S.D. DEWN PRESSURE RATING (p.s.f.) AND CORRIESPQUOING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS 6) t Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (MM)O ONLY FOR PANELS 1Q! Q eeBTALLABm A4 PER SOC110115 1 Tee) 7, ON SHEETS 4 k 8)seclus 1 �R A. Tt�Ur 3 11/2VO SE FLORIDA BUILDING CODE Nth VelocityHurrlrrans Zone No. 4187 Memo n eoa AIC "' f :' 2D GAGE GALVANIZED STEEL S70NM PANEL aTI It ST - °: F p : .c •.• ! 10 �s ''•• 6L08AL PROTECTION PRODUCTSf LLC. IL E C O ACE.. PAIN ". Sate TILLIF "'T"Ra 01J'Jaea tATi ,L `�t A• t s M MRr Ram Germ (Nr)eat-75.L w: tMq■N-4rn 20-176 °Itm]aa rc aHN/O �y,�rt u-aWeT,P a. err s r. w ar 6FLIOt A 1eN A•- Pd t META a i IN,p1D� pHL110N6�N �� C�OOaN • "- a OE�Ii1MTON +701 -72.0 7•-S• OR LL7. Y tN' aleOLIm , 71Y%J s r 7 •gA -7tp >r-s' ro r-r Ma E a/•' UIR0.Tm + tIA9) 7 s 7 44aA, -•AO t2'�' al IL16 a 1/x• • M a� A. 9 t +0 M+xeln As.a. +aIAA, A1K•aRs 7FPCAa NOII La . a ,/Y - °�'la1'Lj � 16ANeAr PNIi � �� „�,� W.,.) ro rnNunE e� ro tomanE o� ro amDREE � m uNaIE elaaro+�mE ro orKTErE a� ANT COMLA,am a ,HEM IEMCM IF wA N/A wA s• N/A NrA °• '✓' + ITOP) e• s- wA NJA r r r r r e• , �„a„) r wA NN N/A e• N/A r wA r N/A x (top) I 1 IF N/A WA wA r N/A r WA r 11 A 2 �) aSa3, -72A r N/A WA wA 6' wA r NJA °• wA ] t . (TaPY 7'-s' a LE'ss ON ,� r s' wA wA e- a- r r e• r ] laatolll r Np wA wA e- N/A r MIA r mrA , lTa� r s ryw WA r r r r uoTralG A NjAa t/2' s 1/4• 7 try• a ,/ra,/4• s,p• SEE ar;elro +a t It FOR Alalla6 ,rPE t faVCtR FOrt Yc]NaAoo1R AI,O Y°OD nwE rlalltta IIRIw ANL']DR 3PACRlOB AW McAfar Eat aBTAaE lVE tDrAEa ON tNe roeOAE. edl E.0. LL86 fNw rip;aaao aN saltplAi RmtaE N+aall SMCw er MAIRIreR sPAcra r,0e" o" Sa,EaRli K RE FOUDArR FACICfIW, idl iNe OrFA•1DN ro e POBNetE. RmUCm e1W,Wa wrm tRRR hC1a1 9wl IIOf E ILL LPN IelemAl lrwuN NOM,m TOR FAa1 ATICIDA 1M N ANNaRe 1OSDa. AID YIK 1/14 lYOIN 1/4'P t/s•A 1/41 V1'• 1/r_ aIR-aaT ,Y 19•-ar ,RtI-" Paw e.+fr Rr a+2 7 a a +/] ) +R Aa1L ta► ReR sEBliq R/e7ae - + n . sjs LOW IAMSS awry w/ Ws 0 a I/•• at- FUR UNTIII UP ro r-r AM a 1/4. OA. mcm UP ro s'-s' Mr. OR pt•-ro IN�C FEMtti O OR PIVENNE NUB • rr a G Ia1M 1 1/2• Mrt 1frO0E0 WATlal m ItAa01 FOR ALL Ib1OOr u I 1 1 1 I 1 1 1 1 s¢ scleotRi FOR i ' '� 1/4' LD. • S/r 111110 eRAfi eus,aR PN4 iDDnr RIP ro s'-r AND a ' 1 I /A• o.c FU,1 WDrNR E m r-r 4,•.. •YM' FIN[ It" IawIR1YDJpaE Gus . ,2 ,n• aD.�niNN , 1f2'MN 114[AfOPaKlltlai,llN wlDwsrnl a 005N1c IloOo nArt roe Al LDRM9 to m e'-r Ile srxE a/e-t' Eat Pw mmum SHUTTER 1. INSTASL1T10N5 ARE ONLY VALID FOR BUILDINGS WITH 0.5.0 DESIGN LANDS UP TO +55.5, -720 PSF AND PANEL'S LENGTH UP TO B'-8" 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS 7D BE SOUTHERN PINE NO. 2. Wf SPECIFIC DENSITY OF 0.55 OR EQUAL NOTE FOR r'^NEA'ATION OF �CTKA+S: TOP A BOTTOM YIDUNTINGS CAN E COMBINED IN ANY WAY TO SUIT ANY NI57ALlAT10N. FT33: O INSTALLATION DETAILS FOR REGULAR PANELS(l) INTO EXISTING WOOD STRUCTURES i ie'NTTeTTIb 1SOOD I;OOR 8 CAA � �1 � II, j _ EON}} a• . li EO -_ I L � I I 1 . E°'10DOtraE 1 1 _ � la"0oo,nD" o10A i ) ' I! ' ALTERNATIVE i W N)LIEBdAlT>lE.ZIII ' g sot[ a/s-,• sDTyE I f °- °�roRw _ sEilrwu� ro mesa , aqr tnRr 1' 1 i ' FA� f � EO I T/.v w soars • r oa. -, ,fr 1a.. tlelllpe 2 N nArt I II.,F • MorPO, a PtaG (LLTERNATIVE 3W ALTERNATIVE tW SCMi sje-,• lCAtE 3/8-i' .� ._�. .........-.... NpiE : iRAOCs SNOIIN sTlms a EVERY OVERLAP 'to HOLD PANEL- 5/4. Mr. (RASE 9 � - Y 116•. (CAE t) t-- ✓✓ �A> °A�, IMUTAR & ,MOOII a TM+-BRP WR-M IA,RiIME FOaMF I FRIi6ra[ nos I i or n�a a www PNn ,rNOM 1• LN.) 1p s w wEE Rrom, CONCRETE mN ETE To Ism m el mwar1E rnG 55.0. -720 8• N/A N/A N/A 8• N/A 8• N/A a' N/A 1 � 2 (10P) S'-0' al 1E55 p• 7` e' 8• or B• p' p' p' p• 1 (BOTTOM) .55A -n.0 8' N/A N/A N/A 8' N/A 8- N/A 8' N/A t k 2 (TOP) Y-8• a' S' r e' p' 7 1/2' r 9' p' p• ) (BOTTOM) a• !N/A N/A N/A r N/A 8' la/A a' N/A i k 2 (TOP) r 4• r a- p• r a• s• r e' + (BOTTOM) �Asn Psessu,I �,. + lstn • sl•' W. Ram ta► a A,eQ OI[ . {sm • Y 1r. r%ar to r l]RWQ � Owl WY C01�1im of T)fEA LNRNUM PANEL LENGTH "L' (FL) T - IN 10 +49.2 -811 p a• 4 1 2' ♦ ,/Y 2 (BOTTOM) Y-e' OR l.ES5 +52.a -88.0 a' - 3• 4• 4' 2 (BOTTOM) Y-8' OR LESS +u.o -7zA : I/Y z 1/2` 4• z (sorrow) r-s' OR LLss .ss.o -TS.o 2 1/2' 2 1/z'N/A z (eonD►G r-s' TO s•-o• +SS.O -72.0 N/A ---N/A !• I 3' 2 (BOTTOM) Y-8• TO r-8' r 1. 1/4• Ali � I� SEE 1 j �-IeTTRIOR PANEL t----CND PANLl 8 '•'f '•' SC+Ep1AC �SO1F91Rd ' , 7' J "SPA ,•-r MI„ DETAIL 2 FLOOR MOUNTING INSTALI!TION (AP_PUGABLE TO SCHEDULE 2) MAXIMUM PRESSURE C�RESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE IaowJCARE ONLr 1D SECte1MS t k r AeaCJLTr_n Ten L_R SAFIIT' STOMA PAur< S1'S�al oN SHEET 131. - -36 Ye..r Led olsAal n� srr a.. rrll ueeM ,ems !� I..Rr lerrwnN Raw AMc ma+of •eeA -77a r-r a ]/+• IAlea+o g 71Qi li FOR ANODRf T,rC ! SnIC71a 1d1 IIRALVOIaR erro fe000 faYE e11L0.10. NRPIY ANCHOR fe•ACAge lra IIt.11IN EOOE Oa'aNCE AK INONrArta O" ,,,e taIOAE.. FOR LA. Liss tiw/ egrArtO aN fO,mNE eA1Ci AIICNrI YAONa BY IRA,IPU]R1e 6WOM sNONN ON lamuli N M r06LDee0 FMalr. mll 11as OPLRAiION m e[ POaeett IEDW10ED sPACAIp OBNrE IIlr10 RCIM SIIYL NOT E tE34 MIN TANRIWN ]PACAIO AraAEo ra Era+ ANCHOR T77K /F )NaTORe LIabD. A1alOR TIR ,J4••_ 1/41. t/41 1/•'• 1/41. Mr Near Mare PT.) ] a ] ] x tR •ReAswn OJ i a a a i r.arAy afr W a 7 IA AlIL [Y R� �W Ina1oR E 1E Im ,m n MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.i.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR cT M PANELS C1i # ANCHOR IIA1Re1N ATgDRi SI'IrA10 POR [D. - 3 1/S' •• YAaIAAI A10. OEs10N tA►CON O TAP -GRIP CNN -IN Nw61Y0i /FOIE K+ INBJIAIE PLUS 10110 SR M°LIGBIE m EC1101O l k MAM1/w PNEL ro ro ro ro ro ro SEE 91Q7S ,4 „AID t2 FOR ANCHORS 1rK k 31•AL't10 FOR SI7TALLA710N5 INTO eD00 EMI[ e11tOYF IA4W11 IIIOIOR SPAACPIOS AND IIPaR)Y FOOE OfiNNCE ARE tmlONm ON nab mYlED1AE. FOR FJ1. tffi i1YN ARICA.ED al SGlIFOULE RFO,]CL ANCHOR SP+YTNO W MIA,TRtr•l0 SPACNG S/IDwN al 9C1EDu1t BY THE rplpRNa FACTORS. mR tHls onoatra" m FE Paa]RLE. REDUCED sPrun OetARED ,7Se"i /ICTOR N,ALl IDt E LESS THAN MNRDII SPF431a eOrIaED FOR O,ON ANCNdI 7rPE AT ANUOfE +.[dDO. �� 711E 1/4'. Tp•A o taP.ar fry•P ,/a9 t/a•. t j41 _ lA1sOl a T•11�wtTif awFl aao-aEF MI• Allaae elfLra OA) ] ] ] ] r In ] PYNYI sir erA O•) a ] a ,/a a IR + ALw1E ►, �t �e>q i A �O t 0 R - ] INSTALATION DETAILS FOR REGUL(�R PANfLSCt� Ilc � INTO EXISTING WOOD STRUCTURES 14-f0 PAAEAAtE NUS 1M10 PAIelAN7E PWS '�I � .� s 1 a' O.Cw/ 7�7fro' �� / -� I I_ .a16 ;04RMIElYATE W2 �• � F� pER -� s i 4• a�c.YIN/,� fro' E%ISTINc wooD 14FA0E1 CUSTOM WOOD tl000 tIEADER RE7�II � I ExISfa1G M000 NFAOEA !, 7/{%a1/II• t ' - 7JaYd/? '; _ >/a"lR�laT . - aeN mo • , Lan slo . 7W tuAOFR Y_ a ,/.• as IoOD IeAOFA - . . ] e ,/a• at 114 1 +H" of REQUIRED f : ;_' Nit, SEE SOeaAE am iFC BRBARE dl °D lli�f °Fe ON III. stliT a sTTELT s mR IIyTO �w1aaNtm.� Jr CON m o1Pec ', _ _ '. LENGIN Max. PM/EL LLNOM --- MOO` PAN[1 LEfIGM +I•ti-aRN•u (SEE rgfE f) f/A'•-wn• as.. (SEE ROTE q v.•�aR1• f:5 ' I SEE NOTE f) YS r/ 7/e'm • _ Iri •/ 7/r• . YS r/ 7/r• . Spp ! SGIL OF 1' I OF OF •L' � MAX ' I � W%�� ' � � _ � TMmb Trill AlalOt ISO - - I • 1/r oG _ - t 1 ja'i LAG SCROYS SSN' WOOD P1AlE -_. ij 2•M' WOOD_P{AtE �' I Y6C wOOO MN. T)MFAOED MDU�D I'. !!/a-t0 PAMEIWE PLUS EO,IIRED I �t EWtfED {' PE"EIMIIDN AT _.i s , 4• offAW/Tiwi i• ! I � � ;i MDRroTN OF pIATE 1J4i LAD saEws • � { I I w Yaom of wArz � p^ oc. arAacam w/ s-tu-0-�_wt , ,/2' WWI PFa TRAPtAT'TE/ sala s/e-t' scv.E s/e-/ souE a/s-1• ALTERNATIVE tlDIFif I. INSTALLATIONS FOR ALTERNATIVES BW. 9W A IOW ONLY YAUD FOR eunDlNGs MOTH As.D. oEsta+ Lbws Lw To +45.8. -48.0 o.a.t. AND PANEL'S LE1M.1T1 LW TD 12--4- 7- FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS 1D BE SOUTHERN P E N0. 2 W/ SPECIFIC DENSITY OF 0.55 OR EQUAL NO1C FOR COaW[1ADON tX SECTIONS: TOP t B17Ti0M MOUNTINGS CAN E COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LMENSIAS L Faum- BUILDING 11 +f•-o w ass e r aG •/ INSTALLATION DETAILS FOR INTO OPTION # t FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING WOOD STRUCTURES + J 1 I I ro E - E�._ = MOOD 1RA0[R RrauRm I 1 I i l__ a00D KI°D` ALTERNATIVE V'FTER+[�IL�RTDIVE t - �; •La1+RLD 3 ALTERNATIVE 4 1�ACO4MnD �I� - �•A11K"aD PDETMIa" aP / ' t/E' 1 � 1�� t/4ta;d/P ISM NMaB fu8eafa w/ 1/4v-Soma• a.a Ms k °• oc. a1 1/4T70 PAMOAMT[ COPAL a oR ALTERNATIVE WOOb f�F� CONDITIONS !k ANCHOR LOCATIONS PANOWrt ws • .• o.c 61, tf2• wA. aore s/r . ,- T,ROaED t4tETetaN ro HOOD ME M01E . 9ai17LR 1RrL1a Pq7 r10YN TOP OAR1Y B! WA MOUNTING INSTALLATION ALTERNATIVE 1 W SEGRSS t. 1MSWJATDNS ARE ow.r VALID FOR BIALaeICS eTM Aia OL4CN Lorra UP To .ass. -nA M AMID NAMELY IEIIDIN W ro a'-s'. = wfONiE "�•. 'xM6W05/ sn'"'EEAra o"sa°0°oR ro E sauMDsi i V! U N � O O .� U QD � aj 0 0 -2 0 � O OL Q U O LlJ Q Z Z A•J LL SHEET N0. SH l a vls MITL3. inimsTall I I I PIIIRW' 1 117'1 1, -ILL-1-- 'ill I'1 I11111 I _I t 1 -_ O.N.w D.Y..ow' ,,•. .___.... __ _....,-- _..ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 A 20- 1 MIN. W/10. 7AW/19 A W/20 66i11/M -/IV a wwR t' Ytl . O O b O O o O , """ { UK�INTT. P•FILL i ; 11 ImWAR s)FASI yNEt 11 J we *ASCII A F 7 (, OVORIM L I a i I 1 uAK L/17, aA/t7, 6yi4M TAD MR a RIGHT na, . t• Yaft 1' INN. - �. ... -.-., .. - -....- - •.-A .e .... --wY- 7 • MIN.I (SEE SECTIONS ON SHEETS 17. Is, 79 A 201 -- ------ - - OPTION #2 FOR LIFE SAFETY STORM PANELO) ELEVATION SCALE 3/16•-t• liein. W 'NIL@ too= SECTION A -A so" 3/M4M-1• MAXIMUM A.S.D. Max, PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.s.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 81-8. 2 3/4` UNBOLTED A MAX. PANEL LENGTH SCHEDULE) INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 1 �1' - '1i8URED - I _SEGO H,EApEA . - it HfAOQt _ ,/ 4Y TAPCON W B' 0.C. _ 1/`1Y TAPCON W 6' p.C. 1//a'• TMCOl1 . 6. 0.C. , 1' TJ/+ t/x• MIN. TMIFADED � -7//t 1/7' MIN. ilaEnOF'n , I - W/1 1(2' IOU taI0lpEp • f HOLDER TION AT F7000 HEADER llO1 A 91000 1, . PENETwAHEAMTOII Ai wD00 I � J ) .t• , 1/2' 11/4• A �„ •/Y H 1/4. '� I/x' t/4• N. i M2•: IN•• G '•' = F3[IS11NG CLASS OR BLAME E PANEL LENGTH (SEE NOTE , t1ELL7W) I /�N Ben ,q 7• wa r PANEL LENGTH 1 LASS c TO ado mm Bola" sm is) ,b _ (SEE HUE I BELOW) 1 � �K WIND . J/W WIND MIT .. N G a CONT. ...;f t�,J/32' L II em WRF. NUT �, f 7/B1 MO . 3/32' w-I • 12 1/7 O.C. 4" wN", (BEWNO) '�i 1 •a-P TALON • O. O.C. _ (�TAOODIm W STUD) - 7 4'P TMCON • e O.G sru0) Tt•EA0iE0 MADDENED,w! 11owom _ AT YgWWTH 1 _. 1 .« AT IRONDIN OF PLATE7ON OF PLATEINN PUN[ �E3YR[D ,_.-.___ra4• ROOD PLATE BFOUREO SSI 3/3"-1' 14M SCALE 3/0"-1. 1. Tll (its • y�'-'`r, I. OWAUAT04 ARE ONLY VAUO MR OUNOIOs *I" A.S.O. DOWN IONS `�:• v NDLENGTH UP TO SSA -720 PSF APANEL'S LEND H UP 10 8'-W 4 , 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD "NARDS' TO BE SOUTHORM PINE 40. 2. w/ SPECIFIC COMA OF OM OR EQUAL-'s * :• � a 8. O.C. THREADED WOOD ( - , COIN. �_., ; MAY. �Nm. � awrI•'ie awa � I PANEL IDgTH IRA PM NO i 7' w�. G rw Me.FYRWHI (SILL RAIL , LElOW) ' PANEL LENGTH TO MA6 NOTE I BELOW) •CORE _-M•-.__ ow 10 1 1J4'a 1APCON,i � I. I '1/L TREADED N PFIE7MIION AT � _ ' _. vt _ MCMIN Of RATE ® G 1f - - l 1 _.1 EO. ♦ _ -t 1 1/4'►-2D.3/4'S.B. as. w/ 1 Ys, w/ l i' �WAWIM a 72 t� uMC 7WASHERER (BEYOND) Nut II , 4, TAPCON • r D.C. MIN. TREADEDMoment , Ij dI BE PUtE A, -A -1 ROOD PLATE SCALE 3ro•-i• IEA/�ED FETY FMIL Seat E 3ro--t- 1r' TAPOON ANCHORS _.-/ B' O.C. POLRED 0R CX)IREQUI aJxx REQUIRED i 1 GIN W r I•'•iasOtllt['�p I ' 1 E>oSDy� GtAss H INSTALLATION DETAILS FOR INTO EXISTING POURED - __1/41TAPCON ANCHORS OPTION CONCRETE #2 FOR LiFE OR CONCRETE -f SAFE_STORM BLOCK STRUCTURES i 4- UPCON MODOM PANEL SYSTEM 4' TAPCON ANGIIOILS • s OC. 6. OC, ; • a D.C. POUED NX111CRFiL y POURED CONCRETEjJ-1 LOCK BIIEGW® 1 OR CONCRETE BLODY p 1 -I It- ) 1 E. - Nlaa__ � Ah , -_. - T _ -T i» W m s 1I m Room I B wAsz 1 ) , J GLASS A 1 1 J4 Ir � UN16 M•N, •I ,- f H �_ aj�a' wW ,RR • 1 LI 3/32" mNG NUT a 12 1/2- O.C. W4' TAPCOK ANCHORS _. _. 4 "w O.0 (STACBMED IS/ STUD) REW 6,,acx RREEOUULLAR�� SCALE 3/8'-1' E.O.• �-_ 7/6Y . 3/32' WINO BUT sMgER (6YOND) r/a• TAPCON ANCHORS I/r O.C. (TIACCORED w/ STUD) '.__?OURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL WyKrM I.SIALL6Iw O LIFE �FEiY PANEL. sr•'v NEE » a m FOR NAPE A IID=In -_ _ y4, VPM .. SPLICING F INTO fHICO10 FOR •aTALuigNB NRD WW0 Ya mom TIARA W a TIRE BIAnIND IIR•sWM AKNHOI tMCBIGB ANa LNINIIBAI (OFF DISTAIM ARE •IOEA/m ON THMB •WSNWr,Fx a..-.M (� 3 soNmu FOP ED. MEOW 7IMN R M ITC ON BCIEOXd IWDUCI C OH SON SO M aMSF WOWS. ON 3CNEOIAE THE NLrYM.t a.w- rr W IWRK O OEM IIIaIOI BY BY THE IN 10 E MAC" FOR iN6 FO oPOIU,CN TO BE Pa '"'M m FA SMALL ME LESS THAN w IIMD PWM a NOT BE LEA THAN P TWO ON i •$01OK MR DID, AMIC,OR TYPE DK TNM 89,E0Wt-- a• -__ - ,Nr • ZY ' E0.• l ED • ,/x - 4'• 2A3�49S. Ns, W/ 1 4Y1 xwa�s-ss. M.S. W/ f - �7/CNh3/3Y RIND NUT WASHER i "7%6'h3/3Y EAMO MIT RASHER I'„ • 1Y 1/2' OC. (BEYOND) 1 4 TAPoON ANCHORS 1 4' TAPCON AS 4 1/2' OC SECURED BLOCK - - EPVM CONCRETE ONRE BLOCK WALL 0 tNSTAl1ATM �yQy �N QUIRED ECTION Y REGULAR E FL SCALE 3/0"-1" SCALE 311'-1- L i 1 :. • 1. DETAILS • : OPTION INTO EXISTING WOOD • : UFE SAFETY1 STORMPANEL STRUCTURES I HEA22 iHEADER .1• •» ®: , -tea_ WOOD HEADERWOUIRED sli'mi -WOW HEADER AA' I Ya xrPAWI1WN -L- ilea » Olra PANEL IFNGTH OaE0L 11 ppg„NO a�i WEn Iq ! (S¢ HONE ,BELOW) CUSS -- _ l•,�, 1 0 1 I i t r.4• WOOD PLIE 1 • . 3/32• W04 HUT BEOuou I! WASHER W B 1/0 O.C. 1 ' 114-10 PANCLAATE ' =-'s • 6 1/4' O.C. W , 7/B 1A? MDIOTH OFOF PLATE 110N WALL MIKINTING INSTALLATION SCALE 3/8--1- A ISIM i 1. INSTALLATIONS ARE ONLY LAUD FOR BUILDINGS MM AS.D, DESIGN LOADS z UP TO M.S. -72.0 PSF AND PANELS LENGTH UP TO W-B", 9 IL FOR NEW WOOD FRAME OOHS SLICTON: WOOD MEMBERS TO K SOUTHERN WS TY DF 0s 49 PINE RO. 2. W/ SPECIFIC G .53 OR EOLAL %rye ry 0wO.c- THREADED w000 YK lF7YIIAlOII i N N•AaM PFi INasalAa :' DIN WEEr ,q i , W/ss 1/{Y-20a1' PANEL LENGTH (SEE ROT[ 1 6ELDw) 3/32 WID HUT F � }- x 2•.4• ,1000_ lMAIE -- ' 7/6•a . 3/32- WIND NUT REQUIRED -•. - M'A4RER A (BEYOND) 114-1D PANEIAAIE F - • 6 1/4' O.C. W//1 7ro -, I • MIN. O PPLATMLIDN V \ 1' ATNORMOE PLATE NORM OL��t SCALE 3/8•-1` FLORIDA BUILDING CODE (N(ah V POURED CONCRETE OR CONCRETE BLOCK' PeSTWKWORE11:13iy �- �TEM -AM,�' - WNr a 1 � 1 1 � 1 1 1 _) �114-10•• AMELWTE PLUS W/ - 77010 . 3/3Y WrD Nut RASHER O 6 1/41 O.O ACQUIRED TE BLOCKa.00N "I M A"nON scR E 3/B•-1- sm am to m ANI2OIN tqE • AIIpIBE TI[ IH i ,pt TMml -- RIMLUtYC sP•CING MDR 6 NNID 11000 " OR. Now /atM W ] 3 RNIE RRD•ID. Y1NYW I/ICIHa1 BALLOT AND YIARAI DOE CWGYCE" OI THIS �-w�OYa eR..K 01J a a a a ,/2 �L =a FOR Ea. LESS THNAN AVOIFAT[9 ill, LESS THAN ON 9 BY MLL WE «EDIICt BROWN ON BCMIEIXII,[ MwLInY•i Rine; as Ir l oR...H B.r OU AtRIR 0i L01E 6rB� IR610R OY M HOTOR'119 FACTORS FORAM IRS ism m BE P6BERL RmWm -' -- -- -- SFACIMON IS In$ THAN M ,a6r NDNR s7vat loT BE IEOs THAN MAMMY SIIICBIO I0EA7E0 FOR VCH 4 0M TYPE ON THIS SOM MU .. ,Lao -_ ,m ]1 i - I 'S-1o•M• ia� �- _. -.- i r alrrAPr • I I � ' 14-101 PANELNAA11 PLUS W/ ro, x 3/3Y rFIG NUT IOs9 o (BEYOND) COIIdiTE BLOCK REOLM WALL kjQj�1111 I ALTON 0 LIFE SAFETY PANEL SCALE 3/6'-1• NurrIcarts f�EB11tAL n NAMIO 4Ytr1Wu avcrraL 1 E-2 HANG STORM PANEL S/DWN ON THS PRODUCT ONAATDN DOCUMENT (P.EO.) WAS BEEN YERRIED FOR CommulkNCE IN at) NINBIIY DOMMHT OF TAPCON ANCHORS AND PANELAWTE FEWLE ID a PANLIAATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (M EDITOR) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4- DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION t82OOF THE ABOVE MENTIONED CODE, 11.2) MINIMUM EMBEDMENT OF 1/4'0 x 7/0' CALK -IN ANCHORS SWILL BE R 7/6- LNro CONCRETE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE S I)TTERS WILL K INSTALLED AND AID EMBEDMENT` INTO ANY FINISH MATERIAL SMALL BE PERMITTED. FOR A p/ECTgNAU Y FACTOR Kd-DAS. USING ASOE 7-16 AND SHALL NOT EXCEED THE ItAXIOMIA (AS.D.) 1/4' 0-20 Ss SIDEWALK DOLTS USED SMALL BE LONG DIOUG KSHOULD ANY FIW0 H MATERIAL DST) TO DESIGN PRESSURE RATINDS IIDIDNED ON SHEETS ZS A 26. ENGAGE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL DE FIRST REDUCED TO A.S.O. DES" WIND LOADS BY MULTIPLYING THEM of 04 IN ORDER TD 6.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS W FOUND ON THE D OSTWC WALL., TO COMPARE THESE W/ VAX. (AS,D) 00" PRESSURE RATINGS INDICATED ON SHEETS 25 a 26. ANCHOR$ SWIRL BE LONG DOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHOR" SHALL BE AS MENTIONED IN 8.9 AND IN 2.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 3301 INCREASE IN ALLOIANX STRESS FOR WIND LOADS WAS SM USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS DEER DETERMINED IN ACCORDANCE WITH N.O-S- 2015. (C) "CAM SMALL BE POSTALIED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STOFM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MATH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FIDIU OInY TESTING LABORATORY, INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE 04M SHUTTER TAS-202 AND TAS-20.7. IS TO DE ATTACHED 10 RKLIE PROPER AHCIOPACC THIS SWJrT R SMALL ONLY K ATTACHED TO CONCRETE, BLOCK OR N000 FRAYS BUA.DBNGi. 2 INNS SYSTEM TINS BEEN DESIGNED 10 BE INSTALLED ON THE OUTSIDE BE THE OPENNK' ACCESSING TIE OPE7NNG FROM THE INSIDE W/O THE USE OF A LADDER OR LIT. THIS APPLICATION IS VALID OWN OMALLATBN R IMENOED TO BE PERFORMED 12, THE INSIAJATION OONIIIACTOR IS TO SEAR/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTIK000$ FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING 10 PREVENT! W9D/RAN INTRUSION, CAULK AND SEX SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 1000 INSTALLATION R APPLICABLE TO SIHCYF AND DOUBLE HUNG STYLE WINDOWS WNDI 1NSTALLAIDN IS REQUIRED TO K PERFORMED FROM THE INSIDE OF STRUCTURE ,3 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS INDICATED IN INS DRAWOD PLUS IMF BUILDING MIDI ZONING WHENE. SERIES 2000 INSTALLATION R APPLICABLE 10 SINGLE AND DOUBLE HUNG NOHORIZHORIHORIZONTALSLIDBRS STYLE WINDOWS EN REGULATIONS PROAOED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO - INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE, 14. ATIMMI WINDOWS AND DOORS. INC. E - 2 HANG STORM PANEL SYS'YEN• IS PROD Mwa 5. ALL NJ MII M EtTRUSONS TO BE 8063-76 ALLOY AND TEMPER. (UNLESS O7NERWI E NOTED) 15. (0) THIS PRODUCT EVALATION DKUNW (PtOJ PREPARED BY THIS f IGIJEEH E GENERIC APD DOE$ NOT PRONDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.a. WHERE 7HE SITE CONOBDNS GEVIATE FROM TIE P.ED. 6. ALL ALL9AMN SHEET METAL USED AT CLOSURES SMALL HAVE 3105-H14 AL DY. (w) CONTRUCTOR i0 BE fESPnN9Blf FOR TK SELECtIWR, PURCJASE MD gL•TAlLA110N INCLUDING UF'E $ARTY OA 7. ALL SIM SWEET METAL PANELS 94AU HAVE STRUCTURAL DUALITY STEM- ASTM A-653 GRADE 50 A., O7LVAM2ED SFEEL THIS PRODUCT BASED ON THIS PEA. PROVIDED HE/SHE DOES NOT OMATE FROM THE f)UDIDONS DETAILED ON DESIGNATION W/Fy- $8.5 MIN (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S P£SPONSIBIIJiY. O. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (a) THE PRODUCT EVALLMM DOCUMENT WILL BE CONSIDERED INVALID IF VOWYEG. 50018 W/ 50 Im YIELD STRENGTH AND 90 ke TENSILE STRENGTH A SMALL COMPLY W/ FLDINDA BUAOW. CODE SECTION 2411.3.3.4 (w) SITE SPECIFIC PROJECTS sN1Nl DE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCNTECT WHICH WILL 9. BOLTS TO BE A5TM A-307 GALVANIZED STEEL, OR AM 304 SERIES STAINLESS STEEL. WITH 36 kw MINIMUM YIELD STAENGTN. BECOME THE ENWNEER OF RECORD MO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENWNEER OF RECARG, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EHONEE7H. SMALL 10. ANCHORS 70 WALL SMALL BE AS FOLLOWS: SLOW TO THUS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (✓) (A) THIS PLED. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSOHAL ENOIEER OF - 1/4'O TAPCON ANCHORS AS MANUFACTURED BY IT W, EAA.DEX, INC. (MIN. re-3192 P-ai.) RECORD THAT PREPARED IT - 1/4' I X 7/3- CALK -IN ANCHOR, AS MANUFACTURED BY DONALT INC. (MIN, f -3000 P.I.I.) 16, STORM PANEL MANUFACRIRER'S lABE1 SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - 114_ IO PANEUMTE FLAILS to a PANEIMATE PLUS ANCHORS. AS MANUFACTUREDIf4C0 CONSTRUCTION PRODUCTS. ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE. ONE LABEL SWIRL BE PLACED FOR EVER•' OPENING. Ira-335D PA.T) LABELING TO COMELY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE- 461) WO" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4• AND 2- FOR PANELMATE FEMALE 0 a PANELMATE PLUS. A2) WM M EMBEDMENT OF t/4'0 X 7/8- CALK -INN ANCHORS SHALL K 5 7/8- INTO CONCRETE. NO EMBEDMENT INTO ANY FROM MATERIAL SMALL BE PERMITTED. 1/4• 0-20 SS SIDEWALX BOLTS USED SWILL BE LONG ENOUGH(SNOULD ANY MASH MATERIAL EXIST) To ENGAGE 3/C xN10 ANCHORS. NM A3) IN LASE 7Wli PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE F'OIJNO ON THE EXISTING YELL OR � •••••••••. %' •VCEN,(:'•, FLOOR, ANCHORS SMALL BE LONG ENOUGH TO REACH THE (MAIN STRUCTURE BEHIND SUCW PANELS. ANCHORAGE SMALL BE AS MENTNILD IN Al):l) AND IN A2). ` N0, 44167 (e) r�� Vt * )Tt€ - 1/a' • TAPCON ANCHORS AS MANUfACTRED Bf LTW. BUILOF7M, INC. = FLORIDA BUILDING CODE M h VNoo NuMcam zone) - 1/4' P X 7/r CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (('m-ISOO p.s.t) 20 QAOE GALVANRED STEEL STORM PANEL r,P. - j14-10 PANELMATE FEMME D AND PANELMATE PLUS ANCHOK. AS MANUFACTURED BY ELCO CONSTRUCTION _ M area 91; PRODUM (I'm-207) p.LT) ' O PRorEcrroN Ts. uc. ^F»�Fw• EVIL ILT EE C IM 11"on ' n' �"N ZEEWR w_ r r IY�a R MM R PHMt 20-176 EE , aNF Yf-,W1 I- : OY q,-toM (9MIwF-'TIfI INh (/l4IMI-wFF7 �- r �. as+ OMM.O HNa r Pt teN/WIaNA„AE/onrz OWN A, Iw ., PA. AM - sfl BIQI a1 BF N N U) -Cu (D }a U CL O O N CL Cu -0 n Cf) C O O C Q- 0 O L.1- .Ln S -0 E i 0 Q� O L- 0- .Q .= ''� v^^ / Q a z z W J CV - C= N OO o N N3a :2..LAJ W CD t-t Q n O C M Cj Do c LA. EIS C7 NNy G Q r N 3 w a py d d r is n > c: m A 7 C•L tf7 ¢ SO O G- W 4CD, COMPONENTS FOR SERIES 2000 DIE 1000 E-Z HANG STORM PANELS Y/24 (sR MOTE 2 INELM INSTALLATION QUNLS OR SERIES 2000 AND 1000 E-Z HMQ STORM T'/24 4'/24 4 w/ •I •/O0'0 (SEE NOTE 2 aEta+D r ,b . 2'/24 V/24 4 AI M NOTE A Ban" PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK 0 EACH BAST FOR Como" AYCBYW: as . EACH ,• Yln. cOrE«nE AIwaRW 3• MIN,.. 3' somu ON WIRT a; Mal wltao SplEw-- S-. p 2 -�- '1 T- M'n Tp�y -'--1581-- Nw rtra »a semwm am A,QI 20 -- (>a 11CmWE ON WEST a) 22sC 1--2.591 H' R"° Fw�NtE1 ' 'N°o BFwllu ~• Bo,m1i1j11liLcm Awa1e 6 _._-- --1I �IgsL[ wYpaTr r- - - --- - .. 12.500- MnCME WIDTH) - --- -- - --- -- ( - 1 ---) 2.250'� �J•Q ' °w SwmMew BE \. ��. d dam xq •--eD • ,4 °"'• Hi. 2�+',� }/ r 4 aI 4 - E -Cn , �- ,- i ao or RAF® c4awoa y - A `J 1.39Q s ---8 'J` --T. -•, _1.35D 'N.,`soD' - _.^T 1OAla - 1 IA W s d ` 1 r, "Rwetl .• � �: PaYep aYaY,E-� G io s d C �11 13 - I:- :p TyP zlsa nP 1 - - �. _ it ,l I 1 :aR`e Rai 9 $ 1 /r 1 z:esr c- oot"s soD g 1.2i4 rota MNina r (RnEAaw MFn) i«ional ivlEt} iwteeail NYEL) 7" jT NA t A T,- PmY 7 ti , { m x L• _ -_ ___- _L "/wa B`"`FLS`lF m+a TAP. AM A--BE3 P�q 2.Sc0 ' PAIK2) PMEL) (MINER PAk1) (END MNEI.j 1 �. -T--- i T- i 0. r GRADE sa HARrKM VITAL al t �._j : SE YB/L z a BFLBII' _ ,..I I i wtE NM ALA 41t o-Bo cNIV.f• 1 1 T I 1 i i` `I i I i i iE F�'dsiaa �.�z. �• ' Mo1I[ 1 OB .- �� •� ---- --'--_--------) I5."T"V• E _}_. 1 1 1 r 1 f *1 "## 1 4 IW[T • I 1 `/ L_ «3 P ( __ Ti --_ ,h ,.�- BOL PMINEL4 r 11 4'a- 4' S w/ I 1 T ( I (NPR L Yst r/ T 1 1 [w'�' ...--- 6250'-- - -- .250 2.47D" 7 1 `�/ r,_-_ . - ?' O!3• •I I• 1/a B- waela�en9 J _ �. _ i. _ _. �_ _� �_� _ .FiA_.SwwMR,VFS © STORY PANEL 2,470 � �. .. j 1 , 40 x L. J�JT� --� _ � - r �� -i- - - i0 x 1.Jul III I•- T.-.. i REVERSED •h• TRACK RFVEQCED WU' TRACK 1L 1 cmEu�,E(Pm.) 1 a I I w x n 1 2�a/ A 1 1 N iL� R PANELS OD uP J - Lr_ . ! sEr NOTE 4 BMW _ • - • S�EEEE IDLE a - sO•AMTON I YAW, I- BP Dial j 1{ 4B KW . N• u I ,JIV-FaWr , WII Yh a I TM.a/'NJ FOR CONaEIC AXaOR6: SEE BCLae 1' LA-•-�,r-�-r-- t TO Ol.tl[ i1' L to 4A$ DIN w$7 7B W/ HOAEn [Dcc i ) - .rm - Aa T I EpHD�p (AmBATE LaIATg 7/B 1 T ro CLASS. ( r Sav R N CLAW �J 1. -' a23'' p- ' i pL s'a'iRTH •[RE•- Rea. ATMNIEIOOR�ArE15� ,/i' , 1/2•' AT EID MNELs) I i 1E111i0r� I 1 I fall YP. H iny, yy: 1 1 a� •r'r @ 'T - T IpE i101'E 3 ',�}ae©r! d «/0@.© /6• P LJLST PNEL TO RE INSTALLED AT FILM 04" 1 1 MIS+M MIS i i ---- Y.x Cn .817• • LAST PANEL (� t0 BE INSTALLED A tA15/ OPENING ALMWRS BE PRCNOED w/ ' I E I --j - I -f-. .-- ` iO.OA• t_ FM 511FLL KMT3 •E PROMBE9C p W/TYPICAL M"AMON ISM MINGLE TO FACIUATE EISFKU7IOH1 y e 175' RnENOm iD BE BETA LED FHgM INSIDE aBEMR OF p FROM 2� tDWs - +, WSW OF srmcDxRE E-Z NAND ST DRY PANEL SYSTEM - - - f - (- 4F 1750• (- t/4' Y•. 9PP ,,.• Yr. OV 1 1 R 1 ( � 'tP' I ix • F1 iP s j- V4' K.a GA►�- 1 1 $ 1 r 1 1 I irR , as , 1 ■tOR OR R I 1 I OMMUC VIEW DETAIL A Loop 2,060` 11T/ i ) � R rf j r 4r.rr.a 'i T C¢� IR '! <:• l i �4 ROUNDED GORIER • ENDS OF PANEL'S - --�Or aR®•/ oR «,o ©• ® 1 �( .awes .r ; i� '/ 1 " t 6 a•• i �1s i (. END uv w/ HEMMED EDGE 1zs .7so' ) SECTION A -A (xIBI3/6L1w'�'ESECTION 9 ) / _(N.TS) w en -l_ TAW-� (TAD•) - 0). . E - 2 IUD STORM PANEL SYSTEM CONSISTING OF PANEL ♦ R»IaIO,p1-apJp'rA scurs.: TRAMS AT TOP A PANELAATE PLUS OR IS' LONG • - 14- 1 � �41. . f aHr - 1 H a• •/IIOIF•Ya1' �AT BORMN W/ PNW3EATE5, rwr YA � 'E 1 FaArn1�..--_--:o-- / ,aiir , L11�A.m �* �p�MF E - 2 IUD STORY PANEL SYSTEM CONSISTING OF PANEL. • 1 --•/ T wP6 (YP,aKtE �~p''a�'• L s�M�AM2R�ayL WaE_.ERACK 5 8 • • atE: C EOM. !PACKS TOP A BOTTOM. (2)� ETD PANELS SMALL ALWAYS BE CONNECTED i0 SpL.. WNL BY MUNs of IS, "I"ee/s• Ea SO 1--- _. -. ,®1® YR[, dPP) Aq� � 8 Nti- r 'riRRBea7Mir Al 4 T U (MOwa A UU. IL--L (2) PNELS SMALL ALWAYS BE CONNECTED TO BOTTOM TRICK O HOWASE A STOP BAR PNELYA7E5 OR, B USED Y W/ 75' MONOt UNT¢RACK AT BxTT1aRL. ENO PAF1E15 ayORE r RaK , _ y w BIPp O O E�IJ�E� (� gl 'H'rrrPniao+' Ic r,' ao1 d ROTAS 1 7 t SNNL BE PROVIDED AT TOP OF SUCH PANELS. WM BE CONNECTED TO J(1p�NtLw/ t/41-20A7/4'YAS W/ 7 /32 j,�.BmNBMAE aYKAER NarDw�« rM aR ae o WT � \'�(��J • 'rat ♦/1 125• 6061-i6 AMNn. ALLOY (3). IF DID PANE ARE CONNECTED TO �OTfOM TRACK. CONNECTION SMALL CONSIST of DESUM ONNUT OR 1/4 NOTE (3) ]JB' MP,. ONtA+B�R�' W(D TAPPED EXCEPT AS - aq I \:l wa•sq �n GA r•'W ( '- OTE C3) DEIOW), T/a-r a Ms. w/ 7 Y•. 32 WWO NUT oR 71a'BR3/a^ Mm. T+ulescuw MAe�t INST. BOO TAPMD 8pT1OY 20 j LOGTON OF FASTENERS WY .1 AT m. T OF CR (3). FOR CAM WHEN END PANELS ARE 114E JOI WJ Ir LdD (p AT T��IFII-�WaMIiIiUlIGF. �'{� EXTERIOR FLAT FLANGES OF ENO PANEL INlT ETD PANELS ARE NOT CIDWIEGIED TD BOTTOM 7RA;K�.X STOP Bw SECTION 1 -- 0 Bqur 3 .1 FLOOR TO �`EWNQ N011NriNG INST. BUILD -OUT 1WUNTING iNST. � `V SNMWL BE PRONGED AT TOP OF SUCIH PANELS. /W/1 (4). IN CASE TILT ENO PANELS ARE NOT CONNECTED To W't70M tTACJ1 (LIT. A STOP SATE (4). FOR INSTALLATIONS WHEN ETD PANGS ND SOME INTERIOR PANELS ARE DIRECTLY 3cAta 3/B-' • $ ,. SECTION ECiYON SCALE 3/11-l' WALE T4 W 1... USING SPECS ABOOA01%AGN 3j ABOVE. IN �N CASE. CONNECTONWMTO'''PANELS ayaa�4 nl IS ONLY USED ED BE CONNECTED TO TRAINMOUNTED LL EO S 0 SIL WALL NUNS tO E INTERIOR ONE ARE R PANEL 'ifE ,D p P-Q .....�j TO BOTTOM TRACK MAY OCCUR AT AIR' PANEL LOCATION. MAY K USED JOWLY W/ TRACN AT BOTTOM ATTKYaIG BOTTOu TWICN 70 wKL 4 rF, R ��j� NFxu Fs SA:...�✓ W A. i w( TWO PN/EUMTES FOLLDWEFG S:gW01 ON E(MAiWN ANOOr 3 TANCE. MRD+DJE2s ' Ccaw/ai6 7o Twua Ctj a EPA T! 75LY .COS^ (TYPJ .�L`,.•''-GEM '' y,VO (3) SEE SECTION ,', Y a 4' ON SKIT I4- SEE ANCHOR SCHEDULE ON SHEET 25. MI11111 NOT NEED fi W16iCC7m TD87' PMFANS. RAEDGK Y W INSIMLID AeaYu1ON WP'E oI sat�aoa �''••, l %aY J �fv`:{ `� �(� A• Tl(�T,/�, T CH THAT AQUACENT ( SLAY C LEFT A RIGHT SIDE OF Gf4R PANEL) HAVE $ �ta3 f ��'�,•'' �}CEN ' ;'•.,� I_ J ; 44167 ,�AIt"'�CEN T FLORIDA BUILOW CODE h VN Nurricane Zom 0 5M& to a w = B7 _ NO' �i FLORIDA BUILDING CODE h VNoe Nu one Zone)Q * FLORIDA BUILDING CODE h V�bc Nurrinne Zane cow m w ANY wAY To MINT om MUM NO. F �. $am AIRS wa. FP. ® 16tAILA0,0R aewa TU64 •c TV Z f ATE OF 20 lLl(Y WARM STEEL STORM PANEL rP• a p10, 4 i 6T m DAOE t)uVAN12FD STEEL sroRN PANEL �'•. STATE OF 20 BADE GALVANREO STEEL srDRN PAIN L �3- Max.--N : : Q: DRAIN W. =i_ c" DIMMt1 er. p.• � . � DRww Br ORI ': - w/as/Sm a * a�If==�.� eT/1r/asA• IL I aJx . ma >tisMNKx n/as/Wr s DBE• � STA OF : � - - 3 I1R E C O 16TO PROTECTI�I PRODUCTS. U.C. pm. sDWL /r 1 YIE�LX �� I L. E C O PROTECTION PRODUCTS,, u c. Z 4,F�'' ••..•. _- --> CL0811L PROTECTION PRODUCTS. U.0 ,saEaaE o. aax U7 j_g3't11eX.) ALUM. ANGLE O ,A O� %N, / NAl IL. E C O 11Ee 46w W.a $1 ONSET ' F f ` IMa 46w O.w. 6+ nlW ANN �''L-'2Cr1G' �• O,p :, (D 0 • �a41[•Ati'aHS71'� ' u FIR .. r a r,Ar R NNr N,ORO (ws)wP-Paa na (aTHReI-Bm 20-176 Q T 1" LONG nw a BIME W 33t„ 6063-T5 Mum. ALLOY a a w, r a,.,r, •ea R aw Ptlac (m4)we-7E.B, FAx (w)BBS-aFrF 20-176 F '' 6 a.w FL a TNa ,+. A•aI•. R Alr 1HWNC fM41•BW-7IN4 iNw: aH4)OBFBM7 20-176 D!-aooe7» �� a.r sWM OLYMO Yc �A �0N ,. M CA-000BFR �r r w. w r OVAM II. P Ok-ODM$e -. �aR ee ft.! w r OVA" II. ROT r (y OI-CON ti r aHe ATt-Irll /4 SS IMa a , P,q a -,IN, p,- � FAN I/P-,Or M , M-1W PL xFAI/twYAnAE/aa! AILtL« A M.. Pl r rIm D W a AWANR E' gNJ=MPIIT1MFJaIR RK1B1 A )ILLn X.. PF �' - wexF 23 M b E 1M/70L A /WF µ, PE •'•• wQT x• OF w 44 SHEET NO. SH 1.2, 11 11 I 1 1 1 1 - I - - - - - I -� - - I - -- 11 j I 11 f, �!�' I JIII�111 I 11 I -- - -"r 1. - A.M.:- i:,�:0.,:��,�u.:i4l�l.%11'�Isf'"AWN �" "' . 1:: �� - 1. i I I ". .11 jj-1:w1,I,,:A,1 - --- - TI::,wltCJ'xj-!,1j 0 it'll WOW; � � .1f.W.1c":�,�w_lvil�w�'..,..;:�'mmi; �( i . VAX" A3.0. - - - APIM70 .,,.-= .T= I TO BASS I .M.- I - .06.0. -753 70* on LESS 2 911fir I BOLTED . 1 - [ 1'. X. !*W '3,% 21w 31w .611.0. -75.3 79* OR LESS 1 2 7/8" 1 SOLTED - I .* a 4,w . - =&f,4a� 9j;;gr�,S.S. WS, & WIMONUT AT OVIERLAP A, 4401 OF PANEL LENGTH PANEL o'�%:41,11:,W-Vl.m��,�-,;,�,','E.o�i*-*iF��; , I .x-:.�:;.i*,;�.:-,I.:!-,�,B-,�l:ii,�'j- ..-1. I , , I 41 "'IMMI , q � WIT: I - - . --- - -- lf �� .�:411111�1�101191014T,19-r.- , :4 L6A�r'i:;,;4a-:, 1q!%1!MM"?,A - - ,;,",Iff q 11, .,' t1j:141111111 n W ! -� "" A.sT WON MAO" AMOHORI SPOCING FOR U D. - 3 i/2' - APPLICABLE Ia A: ",.,.44 OF THEN MAXIMUM PANEL, LOWN *v OA.) PIRESSURE PAITING (p.s.fj TAPCOM ONA-01 I AVIOUIATE n!VAS 0 1 FANIMMAM PLUS To CONCRETE 10 CONCRETE ..So. 10 COCKMI'D CONCRETE BLOW 110 Comm to CONCRETE ULM ITO colecom IF. - SAM tr W/A 12* N/A 12* N/A 12* N/A V a 2' 00p) it* ,.* lor 3. 5. 4. a, 4- 1 . BOTTOM), M 12' 3. 12' - '. - 1. a' a, r +66A. -75�3 N/A N/A - N/A - N/A M/A N/A - 12 1/2- it* . 2' (BOTTOM) - 70* OR LESS r H/A I 6 1/2- "/A 4 1/2- NIA 4 I/r N/A 3' (TOP) 1:1, - N/A 1 12' N/A I 9 1/2' 1 N/A 1 9 1/2' N/ Y (BOTTOM) 1:�- - N/A 1 12* I N/A 1 12- 1 N/A 1 12' :ffN/A 1 4- (TOP) 12- 6- I Ir 9 1/2' 1 12- 1 IT- I 12- I It- 1 4- (MI-d � * LIMITED TO 11440 PALI, AS.D. MSIGAI PRESSURE RATING A SIX OW 26 FOR AN04M "ft A, SPACM FOR INSTALLATIONS INTO WWG FRAME OLKOW MAIN ANCHOR WA� 00 ADM* OW DWWU AM INDICAMED ON TWO SCHEDULE, FOR ED. I= THAN INDOATIV ON SOWDUILL MMUCr ANCHEIR WVCWQ &Y "TftVM SPACING SHOWN ON StbMU ITY THE FOURM4 rACRM FOR THIs OPOUMM To K POSSIBLE. "MM SPAOW =AM too FACTOR SHALA AM K LESS THAM UPUM SPAOING PMrATO MR EACH ROOM I"% AT ANCHORS LEGEND ANCHOR TYPE 114% - 1 4/41. 1IM-T 1/4% 1 1/4*. `��F---. As, NAINow WMM 00 3 1 3 " ' 1/2 M, .0 1= L ; 3 1 3 A 0= ., ; t/I 3,11 1 4 Raw rA as !M" "11:11111111 _ .- I i .21, - I - I - ; 1117-* - -- r - I I= - I �w 1 2.12- . Im I - I -- -w 1111� + xwm M- DWANM KTOUR Bottom OF PANEL me (D to ill- I/e I/2' V, Al. 4 1 + + REQUIRES W. DISTANCE BETWEEN BOTTOM OF PAMEL I AND 4D TO K, 31187 /W vi Mft� Hurricane COMPONENTS FOR REGULAR, UEE SAFETY & E-Z HANG STORM (SCALE 1/2-1 -) PANEL SMEMS - -- -------- -- - -151W (MAL WIDTH) --- --- - - -- ----- -- - - -2.167- - I ----- - - - - tIL300' (EFTECTIVE WWM)------- - - - - -- OL � - - -.t93* 1 I F . 1/4-�1200/4- 750 . -, ILIL STUD AMETED i � -- - 6 t/4. vwj- - - r I � '), 1.2w � .374:�- .125'-- �. Yo ARGUE Is a ,/4' lw- I, 12 1/27 O.C. i .No - -I I -ww, r, . 1250,, � a -1.3w- - 1.350. - , . I , " 'SOO. I .... ... I.-.1 - - - - �-- I, GAo4* Met THICK v T -;III, �, 3�M* I III � - 1/1 11`"�-- _low - f-, .M � I V I I to' a MEADOW (- -- - - I ; .516- 1.671, +, i I � j i-, I, HIDOMED � EDGE I gwwmw arm I Typ ASYM A"3 - I I . � IL . i Am - - - - -- 1.0tv, - r-�-: I , L -- METAL A GRAN so 1AMMU1M G-50 CALV. a;;� , 2.125* - . t-- i JD64 171--- 1 - --fTvv.) ------------ ... a) STORM PANEL I '-I�=' - -- DUAL J L-i --st - Zoo.. ; �'- PANELS SHALL K WtALLM WAYS FROM LOT ?O NOW W/ Ilf LED AT 00 AT LEFT WE OF RAM I- --�-- -j (�) "Ho HWER (�) *r TWK (�) ANGLE WO "�.�', � . - , , . , OF rip. lap E= 0.024' (MM,) PANEL CALVANW SIM PANEL. � 1?10 It 1-� 11-14 .... I W/ NEAMM Mw .1--, -Aw to.05, � --1 � - . I I , . - 11� -- �� - '62w., 133*1 , - 0.270' IF - f- ; "I �v ..270' � I e I I I. PANEL, , I . - � I I 1; ...8 --- 0.375 1 0.25010 ., Lil -1 - --- - 2.SGI* - - - �- 2.2w* - -- 11 I ". , "OAMQ�- I . . -1-- ISOMEW VIEW DETAIL A I 467' 0,625- : . I --- I - AWT � I .... - I 1 !wex �� 042M. ,� � _g OR (YO .. , 11 I -- .no, ROUNDED - :E= w I I - W .=' � -1, � - � UF. ,,, Eaz END - -2.378' ---- (14,TS) . S, L .fin, Z's. t 4� 12s' INV. surrom AMMULI 31750" 1-12- 2.w. I -- 09 . -, � .09 Dirr Too (TYP.) f1 I (�) KEY I= WASHER 3105-HI54 ALUM. ALLOY -AXW (�) KEY HOLE AT or PANEL - 7w. PANE - 1. -- 4 1 1 �c ! Z-V I -.750- .SEE SHEET 6 FOR ADDITIONAL .13 LIMITATIONS IF SUDEVE UDIGM IS I 1', I 1 I -001' (�) SIALOM-2-Ix I 1.250- 11 .375' I- --I MAX, LENGTH - - .125* 4 I - ONLY VAUD FOR INSTAIATIONG Ono - . 1 W" S""C'U"E" 3r- f,j . J .ow --- ll�ow I � 3,750' - .193. - - - 25411 --- . - I A "WW" t-11111 - , 1 125, 2.000. 1 .0"'O L--- -----vYA-), L ,750' 0- . I X� (2) gEy. -H* Hum @) Atu- Hupgg . I- I .j �-- -I' UK TO S' M � � (@ SLEEVE IN MAX, -- 2.WQ'--- j LENGTH 0 (@ M= * J* TRACK @ PANEL HOU .M4' 1 v- -1 1.6?1. Iff-.-f- `184- - - - S.000* . is-i� 11101011-1111 ALLOY 7-2-1 - - - L---�Irr. rm.--j .011 .. _ .275" .21 l - �"' - I I . - - -II4. - -;=0 - ��+ A i (I 114- WIDE) (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) WdJ-TG ALUM. ALLOY FLORIDA BUILDING CODE (Mon High Velocity HWu Z-) 2 T ; GGG* " I i.lr��o . 2+--L I I 123' � 0 'T `�*"` " -- A ... 'ft. * I . *9 ." AK, F.P. 24 CAM G&VANIZED STEM STORM PANEL I, - j .088. -,.) --t I - , - -- . fz 050 -I F*vt . ". 7 � I , STATE OF : I �- - UNION, Ift, - - I - 2AW-- I L i � - L- ' - SO, SIECTK` - - ,250 'i " - 'M -- -.. ISO'. A ..... . � . .. I- IIILIECO.,.� MOM PROTECTION PROOUCTSI, LLC. CATE.- - "RF""w" @BUILD -OUT "r -,,,H,. (B BUILD -OUT WE' IMCK @ & 4�� WASHERIEQ WINGNUT - q17/ - "O"Not, A, 0.:;. =- - - .15 C^-Gowis "O SIL 61 svw -175 - . OAK. ft 3354 (1")M-7*W YAK, "Me -ow 20 - M. - - ONAWAs - TRACK (?AMQC 3 41" I P.C. W4.120*ULOEAMW "10 11M.1414171- f I - i ;w-,-w--,-. I 1 I �'i F09 . 11 I I . INSTALLATION INTO POURED DETAILS CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK STRUCTURES ALTEAMAOIE COMO" in CONCRETE ANCHORS -mr."=11O." = somu ow---', EDS"M POURED KNECRE-w- SHEETS, a THROUGH 10) OUSTINIO PERIM CONCRIE11 on CONCRETE BLOCK I - SHIEEIS 9 THAMIGN lot 011 DENICRIOE BLCZC I REQUIRED. . , ' L REQUIRED. 0. . I TERNATE LEG LOCATION CONCRETE ANCHORS � =11=10owtv , . (SEE SCHIEW1 opi SHEETS 9 I 4) 4 4- - - ,a, -I- - -- .Now, guat i , _j 1/4- .- to- ..--W-. � ,= 1 - w sow on - " i '/#--4ftw 14 " w Mir E J,/4 I MAX --- 0 -- -- I Co"C"M A"c"M -- ---- (SEE SCHEDULE ON - I. , mr Mkx - --- ---- ! I . I ! 11 q)- : SHEETS 9 THROUGH 10), I - ------ - - - 0 . -Qfl�11- ! - -- t E� 0. I � i I " , : I el- : 1. " 4 T A .. ..L I v ... ! � I PANEL LEMON I Oosr4 i - q) Lo -- 0- � - (SEE SCHEDULE It `a:)il I IT I - "'M 1 I It i .-(D t . W, I I I SEPARATION I (a) -. I - - - - A, . 0 1 ON SHEM 1 (SEXTO 5"MoULE , I . I , me-n-r-o' ,. .A. TO GLASS . ,- (SEE SCHEDULE ON : �. ..aiq I : 4/fta� 9 a ICT w ON Sim 3) 1 SPAM , � .-". I I : �-` ' PANEL LIMAKITH SHEET I �-- I 3) A, 11 =.=-1) . I- 11 M -- 41� - � - p- -1 om AM Ann. WON am f-C -- I I , I (SEE SCHEMU "I PANO. LENGTH I ; W. 7 1 ON SHOP 3) 1 I - - -1 SCHEWIUE - L (SEE I ' 0_"5'RWLi. � I SEPARATION TO MASS. i I i - I@ 1 M" L i ON SHEET 3, I , ,____ __U I (SEE SCHEDULE I 006 OW 3) 4 3611: ��- -- - -T - O' j �v- ---- - - . � I I I OF v MAX , , , - : -W . OF *L u". 1 - q) I I 11 (1) - -- � - @ : 1� - ,� . , I L' i Tons � 0 FO -1 , � SPAM _ OF "I' : i 0 12 l/T ar- � 3; - - L t - I I � IENGTM MAX, t I , :: I-- . -4 I �. t I I IT ---- � 1 - .1.1 - Qf��,= I I C :-_-_:::) I T"- -"-- p\,"', " ". CONCRETE - - . . . f"-- ., W, I W, W, L �'. EXISTING PCIAM �N� �R� -� (SEE .� "M ,�,4� - 21, *2 ,,� �',� - 0 CONCRETE ANCHORS I I I . 11 -----I---j - j I - CONCRETE , -11--� 'N "' ". " �L REQUIROD . - � OF WALL OR SUIT SHEETS �, 9 . 11, . CONDITION) THROUGH 10) . � . 11. SHEETS 0 THROUGH ,- * 2 I/$ 'ALUMINUM 0) LONG MO. SPACERS 0 = O.0 VALID FOR .. T/,4v . I- 11 I � --W' OURED CONCRETE ALL DESIGN M PANEL EXISTING POURED CONCRM. cow" ANOADA� - (SEE SCHEDULE ON I 1. 11 I , BLOCK REQUIRED. , UINGTHS PM SHUT 3. Olt CONCRETE BLOCK AEOUIRIED MAX, LONG ALUMINA SPACOM 0 * �; - --- To SHESS 2 THROUGH ) Lb----- �/ 1/2- OC. (SEE TABLE #1 ON 04mrs 9 & m) CEILING M 31AMMOUNTING SCALE 3/6.1* RL!"ZZU NOWMNO :%M,p WALL MOUNTING 1111RI&M WLSPACERS M OR-6 SCALE 3/8-1- "I""t A. .............. .. .. . .. I .. . *Bay HWWu FLORIDA BUILDING CODE (MEAN HIgh Voloctly Nu no Zone) ha MR COMBIMADM CE ; ED. - EDGE DISTANCE (SEE SCHEDULE ON TOP & BUTID61 MOkINTINGS CAN BE 1 1 f 0.44167 i - I j*, * :*i -- * ' - STATE OZ , -, Sj% - - - � - - * "CORIDY'.. cam TLUM `Nz 24 UK GALVANIZED STLU SIM PAWI1 vJ`. Dom w GLOBAL PROTECTION W/O/=$ PRODUCTS, I.I.C. oxm - �� .&M, L.. 61 SIND SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * ......... * I � . PMU 11 - -T* AAAAAL A. 33,11141 20-175 IMM)NIA,-NINA, M, DAM)INW-91IFF - IAKA-M -=I =Mw- - Go", ft� I -ft- =. - DVAIOG I "Nw"w;Awqv&AwUw,vA WAL CA-�cours mnl! ,= WUJTJ`� Ps. $.= 5 OF Is Lk. a "Is? 7� �-� +- I I - I INSTALLATION DETAILS FOR SERIES 2000 jk 1000 E-Z HANG STORM PANEL a) -- INTO EXISTING WOOD STRUCTURES , -I tr :;;, 1 :/A'- LAG SCREWS a f* O.C. W/ 1 7 . 1 1 : -1 , '! , -- - i 1/2' 40. THAL-VIED PlogYROM , . � .11, 7T L I - � I r.� AOEO , '17� �- " /A -G WRENS 0 6- og .1 ..... - I 70 EXWW WOOD HEADER. I . r_ - - - =. 2'.* * _j REOL49ED t/vp LAG SCRE" 0 IF O.0 A/ ". MA, THREADED PIEWPUTOM - I I , .1 �jo . I I I � FLAT ON ON DIANE . I 1/7- On. TAIREADIED P0117TRADON DURING WOOD HEADER \ -- . I , I I r 4 CWL 1140'518� 11 - - TO Dorm wow HEADER .-- I "`�,-- I 0 FA END Or (1) If, , 1 -1 � � j 1 #I4.1' 5 � ". alt I -, 6 C."t as ---.@ CwI4, " '� �el 'VIO-IME. - I -AS. I . I ) I I . -, I i * . - - - 0 / I It 'I X - ,r I 1"enio 5 I , /� . . , ill h I . 11 , , , � LAG SCIEWS 0 51 mc W/ L i I -11 . I L, I , I A CA* $I",* s� k � . � i I I % " , . I \ � , '41'. At IA 1.0 OF 0 I ",Z MI,I. THWAVIED PIDWYNATION I I , , ., 4 I r (M DOW 1/24 IF I ,� , I� L -L - X3YI, /=f32' "" To MING. -000 HEADER I � � \ Z, � = , .. I, � � NOTE IA ffift '. FANG NUT 1; T -L OF EVERY ; - I � 11 (TYP.) I "I " - ,SEE Orm 1/2. A ., - - . � 4 C"" 1- M- 1i , sps- AF,- POP FAA7 J,w* I I _, 1 0 S*& , - . 0� - 1 AWANAOTH OF rApy 6) 0 Ek END OF 0 i I- No&" � (TYP) 7 CAFI, . I WOOD �� 1 I I - - (SEE * . - :-- *1 T to NVUE A %14. I - - 1 �'aj - j WOW �W�EADMEMR WE -7 i - 4*.- 4. 2 91'r viI, � - 2 glir MA. Ig.. ;;P"/.* t, M. ! - SUNKIM - I 0 7 - SEPARATION . i TO CLASS. , , a( . I WING ! - , I I MI CUAL �Q`-xi�Ll,. � ;= 1310' 12' C :: I' 2 ?to- a, EVERY CNERLAP 9 - � L v E"Al &0..0 4 VIM SEPARATION- . I I/ TO CLAS& j/.,-2w/1 -1 - I ! 2 9/16' - ". �' 9 ). - i:� QjkF - W/ . I - L- - - .1 I - M I -.L- - SEPARATION - . � �7 I -7 TO ELM EVERY OVERLAP 1 - f I i EVERY OVERLAP I I - � d - -- -- I v i . 11 -L - -11 a I 1 I I el i " f - ---- I I I I f I I" ;- I " , 11 ] % . , I I 11 IN . , --. �:A I 1i 0 , I I - * J. 5 '� " A t7-= " , M I - I— 1--" 11 �S'ItI-", 3 C� I - 11 I -.� I I I � Ig I I ! �. I 11 [ I : � �� , . , - , �� , , , , , , � � � � � � � I , i H 11 I ., -� � � ill ,2* O-C - - - I --- -, -2 I - I I 1 j --' i- I., (r.3- M")--\l . , I , 2[ - - 'I- 1. 1i 1 IWO PANILIJ"TE 0 (K" �, .11, i-L !, -, �#.=r I A I 2 -!Z, 8 avw�; ,: f 1-�-...' I A _ I a co�l I "I - , -1;( -, .1 ,4*it2fN3/.* M.S, .WE 1. buow) I I j P�? � 1 - � OC ),- ,- " � -] . I I L Vg'!*,3W� RHC v I - 1 . , --4,- , , %M .- ZV12k�tl' : I . L I , - ,/A'# LAB SCRE" 9 r OC- W = N I i rj, - I � .4,H." Y.AE. .g. & REQUINEID - " � �., .�� I " I � FIAT OR Ok I OF PLATE At Sam 2000, TEAM - " - �� I � - we A, W/ 7/8*W/32' 'A Sao" " a ;Wjr � 1. C.d. Ir 01-C 7: - M-11 � 12.�-Z -ptww?w"-q I;'. "I � D"..*0 , L�/41 1. SCREIRL . LAG or 0C W/ .%j(]EU;14" Nlaw , \ ,. ,,.'!� 1/2- 0. THREADED W.Www"ll/... , g= "...'Bill, Pr.. I � FLAT OR 04 MOT KHRUAME 2"W � . , \ . ..... 11 - uI,,. 2'.4- Wow , I go ON off REE, . OF PLATE ,7 SCALE 1/#'.1* I I , PLATIt woJOADD FLAT - ,..- � I I . ALTERNAIWE VV lj�.� l., ,a- .� BUIL kxQ SCALE I/...,- ; , FLOOR GEILING MOUMTINg TWMING , " X I am I :�-< INSTALLATH ALTERNAME 4"W 1. INSTALLATIONS ARE DAILY VALID FOR BUILDINGS W" A SB DEWMV LOADS fl - SCAUE 1/.'-I* "'Ar.; 134-W up 70 +65.0. -7&3 PAT AND PAMEL'S LOACT4 Up TO 57- to* sr �� 4 !Y/,� SCALE 4' I* 81- I/,- I I- MR NEW WOOD FXAA CONSTRUCTION WOW MEMBERS TO BE SOUTWAS . '. `� I , � --j- - PAR ft, 2. All SMFIC 577 DENSITY OF 0.56 OR EOM. ., - - 1 &�O-' , !ji , --� \\I- N,T,-"%. '. � .O=w j� , FLORIDA BUILDING CODE (High Velocity Hur cc" Zoned �,. . . . .am MYEOG, �- i SEE WF1.1W RE z - : * TOP AS I NINE - . 20 "GE GALVANIZED STEEL STORM PANEL ". I =*. . i DNA" AS AM .1 an" ON 'wo ,= �F.M&.Ay -- WELL DL CBNNE� ,.�S 1: 0 ., 001 200c, INSTALLATION WINE ON =48""' 1 ". '. � f!::- % -0"- STA r - -- 1p * 7�-�> GLOBAL PROTECTION PRODUCTS. LLC. 0"W"Me" *1 Ali o Ill * CAM j(.)F1 � I - :'to , r c5m.:L _ - - - - ALTERNAM TQP! HEADER VAXMM . , /� ,� .�. � AING &w. III POW . , , mxhe . . p - � . i. . , -z' ,Z -Z - 20-176 , -... AN, 0111. `L =`rNNWAW�H,, TOP BOTTOM WOUNT"Its Ow BE COMBINED CONDITION A ANIMIDIR LWAM 1 0 � * � . t.)MAI-7.4 r- I N AHY , - A& N , � � - -- =UINI 0 Oj. WAY sur Aw NPALLADON. WALI I I " .. -.----. O.-Mcotte ., - FAA, ORWAI - NOTE 041TRA Tw-M AM SHOW lop " - 11 fun 4�; PE SE&ISMO�UW,MAlt NALF101, k TALI J, P1. Mi M. i-i" - - I flat" I I - ! I Z 1: wwwwas -- I I 5mr PAwasch WiTiLnAM-1�0ka * MAXIMUM PANEL LENGTH *L+* OR *L-" (ft.) 0 MAXIMUM JLS.D on" PRESSURE PAYM (P.-t-) (4 aI, -) CONCRETE III WOOD MWALLAT06 t L+ L- 2CLO 121-01 III, 0, 210 "I-01 III-81 - JAB Ir-s- Tow J" W-W 1v,-a* 4" W-1, V-4- 4&0 91-8* 'I-,. 3av "-,. or-#, Sao A*-T, 81-0* #AD #'-j' - r-r 010 o'-0, .. - ?.�. - me ---i;:4;� ----i:i;-- ?SO . 1-1. a,- To. ddo r-21 81-71 -- . . - . a--$- , 9I 0'-#, 61-P, O&O a,-#- gr-o- two 6*-31 s'-fl, 10ILD 8'-3- 3--s- 110.0 - - - - - 3'-7' - - Itso - v-d- I floo - - - 1-11, . wv0wILww I , M. I =`11111 dlf�-,:NCIII� �-- - MAXIM�MOPANEL LENGTH .L. R -L-- (ft.) 0 MAXIMUM A.S.D. DES" (P.A.I.) I+ - -I CONCRETE III WOW INSIALIATIONS t I I - 2GO W-4, fil-o' �Mo W-101 0 f,-r I lag If'-N* to,-r JOB, 10`101 - f'-f- 4AD 01-41 01-21 43.0 91-1, 81-r 50.0 8�7" 01-2. 510 4r-31 - ?*-a- Sao &*-O' 7*-S* . 6&0 ?*--#I 11-1. Ifto 71-31 O�Il, no r-21 01-01 Sao r-.B. - W-51 -- 1154- 7�0. 01-3* Woo I o'-s' - IF`- 1150 7- , 5`10, f00.0 or-j" 51-r . . soma 6 -1 - 5'-,4' TIMID _ I. _ ,_, FISO _ _ : . _ ._. E� ?IRS _ .._.. MINIMUM SEPARI41109 TO CLASS SCHEDULE , MAXIMUM PANEL LOW" 00 *No SPUD 19 I 7C -10A WIND SPEM > 170 -O.h ----I- - - 30 On LOIS 1. I. 6 1/4- �33 TO 00 I. , 0. >90 to 145 I. /2' 7 1/2- F. 7 1/2' UIMIUIIU PAMrt IFMWM (IrAl MR A OWN UOLINITINO CONWICIN TOP BOTTOM Dom MOUNT 1. HEADER ILI, HEADER I.S1xlS* STUD AMBLE Ir TRACK MALID-JAIt T;zx W/M j?"w"I'la- "I,-= -r MCA Wim � . - I Dow MOUNT 46' 1. 1. '. w 1. 50* , 4 IA'XI.5' STUD ANGLE __ __ '. 1. 3r 32' ". '. '. S "r TRACK Sw 1. 32* '. 67" So. So. a zw�%� - W 32' 1 32' __� w 5r w I I - 1 32 1 32" '" I . - WE. , Sa. � Se I * 2/4 I- VAX - --- --- ANCHIDIS (SEE SCHEDULE ON_____ . - SHEETS 9, 10 *17) MAN I _ .. - 6 0 - - , T -1 - -1 - -, I- -1 - -1 - T- - f- -T - I -r- - r- 7 .' ,� 7 p,1/4, 3/4, 4/5. 5/5 & 6/5 11011/6. 21111/6. 3W/7 & 4W/7 _ __ _ _ 3: MAX_ I I ANAL , 0 it .1-1-1-r--1- 1-i=,- , . . I �, ,i L q "o-ro El-L�-1111-'t,fl.i'-Il,,�-1"11-L�fflI�l.,'-i.,��'l�--�-I - -- I I I , - - - cl -- - - - - - -- - j 1;I 49: - - - - UNBOLTED PANEL - B�MTMWED "-20xl* 1 q - 1S. M.S, 0 EA. OVERLAP I IAPP� r 'I i I 1 14�v - --] -1 - ` --- - -- ,; I � --- - -- " t - - I - I I ;, .5 $ - (SEE SECDONS 0. I , ., (SEE T . . ,I ! - I I I I �. . I � i . !,�) I I I I I -1 I I .11 I I , I j . ; 1% I I I � I 1 ; I., - � I , I D.M.. 11 . ,- I 1-i-1; 1IL-1- -- - -I- -I- I a L I - -L - ��l (�).(ZL4 0 jgll - 4 - 2 I - j @.,@ At" -1 I- = � � - -- ---- :7t M" 1 1-10,2/4 1/4, 3/4, 4/5. 5/5 & 6/5 i LVW/6, 2W/6, 3W/7 & 4W/7 -AMC"M (SEE SCHIEDULE ON SFIEETS 0. 10 &IT>- -- -- ---' PANEL 6) ELEVATION ,/IV M.. GAP 11w. N.T.S. 0 (MAL OWERAP -1 WHOLE VALLEY) - I F 1/1 N, N--/ 1 --.;L�o N--/- ,� - MA. GAP, I i�� SEC ION A -A � -T N.T,& MOM (1) L+: MAXIMUM ALLOWABLE PANEL UDWH FOR A CIVEN POSITIVE ASJ11 OE92N LOAD L-: MAX ALLOWABLE! PANEL LOOM FOR A OKM NECONIE AILD. OLSON LOAD. (2) PROCEDURE TO DOUNWE MUMN P09L LENGTH, GIVEN A POSITIVE k". oEss" LOAD. DETERMINE MAXIMUM PANEL. LMN ,L+, F"M SCHEDULE. GIVEN A NEGATIVE A-". OEM LOW. GOMM" MAXIMUM PANEL LENGTH 'L� FROM SO4EML FINAL MNOMUM mimou PANEL LENGTH is EAUAL To THE imam Drrmwm MML LOOM br� 1.+' AM 'L-'. (3) SEE SCHIJAULE BELOW AM WIN, RAMEL UENVIN FOR POROSITY QUALIFICATION. t INSFINALITTIONS INTO WOOD ARE UMM TO 1 95 "I VAX A.Sa DESIGN PRESSURE RATING W .X� 9, 10 k 11 IN LAW k". DESIGN LOAN & WINK. PANEL. LENGTHS FOR I f ---* L, critf. %zq,�% FLORIDA BUILDING CODE (Natt High Vel�"nyv IHWU * cam Zone) : . * : .44167 ". cow WOW vc� 24 WA CALVANIZED STEEL STORIII PANEL FIP w� OF : * : GLOBAL PROTECTION PRODUCTS. U.C. 07/"/"M DATE - Wt IATE OF 7�� 4� �,. ,-*'I- . - 0'.. , il-d'- ORIO - 'w am La 51 sow OWN. H. JUELF, FAA- -1."W'""'""'"N"'I'm 20-175 1 .. ...: .1 ""' . - � CM --. - � a" - I -A, N� CA-0011417, I P.M COWNW-764 . OA.wIAw DIAWM ft � 1'.1 - I- I I ,=A. In ZILL I-'! I- ; I --- I I . I I I INSTALLATION DETAILS EQR REGULAR PANEL Q ,�, . - I I 7 'T - INTO WOOD STRUCTURES - -- 7,�, � - -- - -- -7- ----i-'�- vl---- I I . . l :., _ ' � L � � � , � � , . " 11 SEPARATION I T . I � I I _ i�� WOW ANCHIM -1 I .1 --- I I r------(,E,1o=-- -- I .- :, I�; �p 1 -- i - (1) I/.,1A-:o,I,' � .1 -TSEE somxu ON .", , ON SHEET 3) i "- - iu/.I;a�. 0 I � , - - � I 0 "M SOLIS I skm I 1) . &W 1�� a ,/r O& ,r . ", , - �� , I .,..--.- - I - :,:: � I I - . - " I I . I I I 11 =. =,-�In I ; I 'r I . " ,� - I I� *L' AN.. , 1. I ----, =-"� /, � I -- , I PAM LENGTH " , 01 . - --(i) WOOD .. 1. . . 0 I =AA� . � , -- , SCMEOLU I -- I -, - 1. `------- , . SCHEDULE ------ ---- -- � � , 1 1/4* (SEE ON � I I I . th ON SHUT fe SHEET I 1) 1 . I. A�w � 40 MON . ,� ) ,C :�� i Aj , . BAY ILI 1. 1. � lI , , � �: -SPACER 'I, LOOM Id" ,. L .� � ,--- .. I WOOD HEADER - �, I , I : I I 1* . 2, : E,f . � ��:..� I NOOLIRED � , � , � M�. " .-. I AN. 1� 11 I t - .----- - L I I � i I I i - T CO , t 11 -L-- ! L I j i . � 1 61 I* MAX. LONG AL - SPACERS 0 12 1/2' 1 "Al W. I i I , � , � � , � I fffaC. (SEE TABLE 01 .� i - .C9 I i � SEE NOTE - BELOW FOR LIMITATIONS FOR kw. � . I SEPARATION I V MAX ILI , 1 1/2' LONG SLIEZOM I I I I i TO GLASS. - I P'Na , I PANEL LENGTH LOOM , f , I , SEE SCHEDULE SO"" . . 11 i (SEE SCHEDULE (SEE I � r( ON SHEET 3) : ON SHEET 3) It- - I - - -I- ON SHEET 3) 1 , I -PANEL MkTE FVAALE 0 OR PANEL NATE - I ft ! '� r-- I . I . PLUS (sa sctcovu: ON sHM 11) I V ...!� 11 I t. :. . I : - I a a IN. , I SEPARATION � =1111 .1 i TO CLASS : 2*.4* WOOD - - TZI�-- -1 W- 1, -- - --- - I ZA-11I ; . r4su i PLATE REOUIROD �' &� - I : q) ON SHIEET 3) I DIRECT MOUNT jj/ MFR 0 I I I * L- . - -Vx - � -- 4 - - I I I ; ALTEMMM 2W r I - -=1q- : - -* SCx[ 3/8.1, 0 11 ON SHIEET 11 FOR MAX, PANEL LONGTHS & 1 7 . SEE TAB�E I I Sax I - I 1 41 12 1/2- D.C. MAX - At. DESIGN LOADS FOR THIS INSTALLATION. I I OF 'L7 , "I - -- I'.. I I I , - 0 MAX. � DO ., -- 0 = i �, I i - 71n - 1 It- � - dger== ; �-T: I t - - I . I , 314 - I a 12 i/2- C.C. j I �, % , I 1 1 ) . L � I I IA 1- ,- ,-, I- I I '. - I iAisilgiii16p �, 4, : I , I �- -1 , WOOD ANCHORS ** ham - � I - , - ------- --L-- I 1. ;; i STAGGERED W/ STUD C�- � I , � � - - I Ili (SEE SCHEDULE ON apom " WAY K I Ilr Low; W.. - � I .. � T`� , , . � 11 I I.,. - -: 949T 11) (1) RUWALXnM 6 LAM 10 A ONE SMW WALOM WITH tT-4r I 1 �L � ' �i --(�) , *11= MILE AM" A" At=11NIM ANY 2*X4' V � . 1, PLATE WM �� , � t::;Fg� "44 � WOW ANCHORS " , , , , @L%� MEOW , . ; � !'' igrAcaiim W/ STUD I' WIN. SWAMWM TO GASB OOWM -, -, , I WOOD (3) . . ON warr 3 WAY LE soxxxv, To ll�w � ' ANOMM =" YOU =i I -I 0� NEOUIRED =%Vsftftt AD at I � : , � � (SEE SCHEDULE ON Low As - , - POW RAVE " 90 /4 " AMUDARM, cannot A, _ , _ _ILIL _ BE IWAL: I VIM I 1) oanN= (INS a A 4cpwmm $"W ?2 t/21 CIO V%cm LO*D �w .1 ] � , ; (1) WAN" Ago OEM MOM am 6). � - � Woo a .ft -0 P.f. (a) MML 3. IMME PAM UMM a LMO 10 so, a AM DPDM I I � - .-- - .. MAN 4 A MSMMM MU LOWER PANEL LENGIAll ALLOW 49 - - I., . I . (2) W)WA STORM Pon Lverw a WALL MOU MOUNT ScINIXILL Ow I 1). NTING � M. 6 JIRFM ALTERNATIVE 2W (411 1/2' LOW WAM COWOMW PM, SHALL K AS IWO= ON (3) xmw PANEL "FrAuxtow a ONLY 00 AN OMM =0 NIMME WALL SCALE 3/8-1- 04W L OF 12 ;a LOW WVM IM ft ONLY WILA fO WO � 1. 3 All MMM of AM ; 1-12" Snflbw AM THE WENO Out D"09 or IMF FLORIDA SCALE 3/8.1, W INSIALLAKIN WILIC ONLY FOR WIND OURDO am ZONES 1. I 4h 3 Act AM IT I Hloo-os. I . . .... I ..... I. ... NOTES, ..* . .., FLORIDA BUILDING CODE (Man fgh Velocity Hu cons Zone) NOM FOR C : 1. INSTALLATION ARE ONLY VAUD FOR YIAX. A.S ' 0. I ` No. 44167 ` i 09= Txx= AN. 24 CAGE GALVANIZED F.P. * STEEL STOIW PANEL DES PRESSURE RATING (p.s. I) AND PANEL LENGTHS -*: - ow" on s 4 * . Ill, - . TOP & 130TTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . /V/"n COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') I 7$'-. , STATE 0 � �- PRODUCTS, I.I.C. AT GLOBAL PROTECTION Mr. , - � *�-- li 0 INSTALLATION. , . 461111 LIA. 5 sow . --.-'6F11[)%:.1 -� - - 1wrJ IAML N. LID. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .. � AAA- AN, . - . eel- .. " . . 100 - am --. � moc M4)no-7-k I-. (9")SW-wm 20-175 TO BE SOUTHERN PINE No Till SPECIFIC :-Z-" MEMBERS 2, MA I r - aftwee; - I DENSITY OF 0.55 OR EQUAL CA-0cmit HZ-F��.l - - woo k�n t, I . I 1'"N"-1�"`�`AtAF`A"I`ATE I nom sp?J` i ; i -,-- Fffq H. j- �-- I I GIENEItAL HM ?Ni�A.1�19L.� A&-L� DOMCUL6004 (P E-0.) HAS WON VIEWED FOR COMPLIANCE IN ACCORDANCE WITH THE 2EQTo (7th EDITION) Of ?HE FLORIDA BLAUDINO CODE. THIS STORM PANEL SHALL, NOT BE INSTAILIn AT HIGH VELOCITY HURR)CAME ZONES (MVM-DAM I BROWARD COUNTIES). DESIGN WIND LOADS &-ALL K DETERMWNEG AS PER SECTION J60 DF r4 ABOVE WENTIDAIED CODE. FOR A BASIC WIND SPWD AS REWIRED BY THE JURISDICTION wNTRE STORM PAMIX WILL BE INSTALLED. AND FOR A DRECrOOLM FACTOR KO-OAM. USING ASCE 7-16 AND SHALL NO EXCEED THE MAJUMUM M-a) DEMON PRESSURE RATINGS INDICATED ON SHIEETS 3. 9 THRU 12 At 17, Ia. IN GROOT 'a VERNITY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FOS PCDUCIED To LSO DEMON PRESSURE RATING BY MULTIPLYING THEM BY DA IN ORDER TO COMRARE THESE W/ mAx (okSD) DES" PRESSURE RAINICS INDICATED ON SHEETS 3. 9 THRIJ 12 & 17, 18 IN OVA" TO VERIFY THAT ANCHORS ON THIS PED AS IL51 WERE NO OVER STRESSED, A = INCREASE R4 ALLOWASILL StRIESS FOR WIND LOADS WAS BM USED IN THEIR ANALYSIS. FASTENM SPACING TO WOOD HAS BEEN DETERMINED 44 ACCORDANCE WITH N.MS. 2018 STORM PANEL'S ADEQUACY MR %VAC7 AND WIND RESISTANCE HAS BEEN VeRrIED 04 ACCORDANCE WITH SECTION 1109A.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS Or SOUTH FLORIDA REPORTS J0014 01 -01 AND #Q19.02-051. AS PER SSTD 1 2-99 At AM E 330-02 STANDARDS, AND AAAERNCM TESTING LAB SOUTH FLORIDA REPORT 1112301-10 As Put TAS-20, AND TAS-2Q3 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEVTION 1604 OF THE I'LOM" SU40110; CODE 2 ALL ALUMINUM EXTRUSIONS 10 BE ITOW-415 ALLOY AND IIEMPER (UNLM CITHOHAISr NOTED), SEE Sim 2 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLOY 4 ALI STEEL SHOET METAL PANELS SNALL KAW STRUCTUFAI QUALITY STEEL AM A-W GRIACE 80 MINIMUM. G-80 GALVANIZED STEEL OMW71ON W/F'Y- 92 2 kv (AFTER ROLLED). 5 ALL SCROFS To BE STAINLESS SIM 306 OR 316 AIM SERIES OR CORROSION RESISTANT OWED CARBON SIM AS PER DIN 5001a W/ 50 ks; YIELD STRENM " 90 k& TENSILE STRENGTH AND SHALL COMPLY */ FLORIDA BUILDING CODE SECTION 24i '33.4 6 BOLTS TO K ASTIA A-307 GALVANILZW STUL OR AISI 304 SERIES STAINLESS STEEL WIT" 36 AN MINIMUM YIELD STRENGTH 7 ANC34M TO WALL SHALL lit AS FOLLOWS (A) Mj3qp��PMMED-MCBM - I/* - v - W� tG MANUFACTURED IFY IJ,W SULDEX. INC (01�. f'o-3192 ps,) - 1/4 0 . 7/8* CALK-W ANCHORS, AS MANUFACTURED By DEWALT ROC - ,/4'0 . 3/4" SOLIU-SP ANCHOM AS OWRIBUTED By ALI POW SCREW, SOLT & SPECIALTY Ca (M� f*C.30N P.6.1,) . #44-10 PAMELMATE MOLE TO & PANELMATIE PLUS ANCHORS. AS MANUFACTURED ETY ELCO CONSTRUCTION PRODUCTS. - 1/4-0 ZAWAC MAKIN ANCHORS, AS MANUFACTURED By DE10ALT , ;NC A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURM CONCRETE SHALL Of 1 3/4% 2' FOR nj:O PANELMATE AND 1 3/4- FOR ZAMAC NAILIN ANCHORS Ar2) CALK -IN It SOUB-SE71 ANCHORS SHALL at ENNEEDOEO ?/a- INTO THE POURED COKRM NO EMBEDMENT INTO STUCCO SHALL BE PERMITTW� 1/4' 0-20 SCREWS USIED SHALL BE 1 1/2' LOW. MINIMUM 94OULD FTUCCD EXISI, AND I ' MRIAMUM FOR WALLS WrH NO STUCCO. AND WAY Of HEADED SCREWS OR ALL THREAOCD SCREWS W/O HEAD. BUY wry" WIND NUTS AJ) 94 CASE THAT PRECAST SfOME. PRECAST CONCRETE PNdXS. PAVM, STUCCO OR WOOD WARDS BE FOUND ON THE Ex;TDNC WALL ON FLOM. ANCHORS SHALL BE LONG ENDUCHI TO RE.ACh THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE �IAIL. BE AS MENTIONED IN A I) AND IN A.2). (0) !91w/lm. %��l �Lwo By 0 1 w SUILM. INC- FACT - 1/4* 0 II 7/6' CALX-IN ANCKORS, A'S MANABACTURM By DEWALT, INC. _ 1/4'0 A 3/4" SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL. POWT SCREW. SOLT & SPECIALTY DO 1 _ 01 4-10 PAUNIELMATE FILIALE 0 AMD PANIELMIMIE PLUS ANCHOF& AS MANUFACTUROD BY ELCO CONSTRUCTION PROWW - I/ A 4' 0 ZAAW IV" ANCHORS. AS MANUFACTURED BY DEWAV, INC Akk� A J. N.1) MffwUM ELABEOMENT OF TAPCON ANCHORS. ELCO PAINIELMATES AND ZAAMIC NATUN ANCHOR. ARM THE , �r, I BLOCK UNIT SHALL BE 1 1/4' 2� : .1 8,2) CAL)i-IN A, SOOD-SET ANCHORS SHALL BE EAKODED 7/r WTO THE CONCRETE BLOCK UNIT. NO . %,4 STUCCO SHALL. BE PENAKTIED 1/4' #20 SCRM U= SHAU K 1 1/2' LONG MINIMUM SIN�DUW EXIST. I AND I' MINIMUM MR WALLS WITH NO STUCCO. I -*". STAI , " � 8.3) AN CAM THAI PRECAST STOW. OR PRECAST CONCRETE PAN". MOM OR WOOD WARDS M� F KHAND �-�,�,K EXISTING WALL ANCHORS SHALL BE LONG ENO" TO REACH THM MAIN STRUCIURE �, � ANCHORAGE SHALL. BE AS MENTIONED 04 B.1) AND IN 8.2) . IONi Ill SIPECIFIC GOMM SIV--ass mm.i; -�= ' ,to " CC) !Q 1 /4-0 TAUPCOIII ANCHORS. AS MAINUFACIU LIM OUILDEX. WC - 014-1 c PANDJAIATE FEMALE 0 AND PAINVAIATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4'0 LAG SCRM PER N.O.S. . _ ,/IV* . 51W WOOD BUTSHIND. AS OSTIMUFTED BY ALL POINT SCREW. SOLT to SPECIALTY CO C 1) MMWM THIREADED PENETRATION INTO WOOD OF IAPCON ANCHORS 94ALL BE I 1/2* AND Z* FOR ELCO PANELAUXE PLUS AND PANELMAU FEMALE ID C2) MINIMUM T14READED PENETRATION OF LAG SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2- NO THREADED PENETRATION INTO STUCCO SHALL. BE CONSIDERCO AS PART OF THE REOUNNED TRREADED PENETRATION C.3) MINIMUM EDGE OWMICS Or LAG SCREW. INTO WOOD SHALL WE AS INDICATED AN THIS DRAWW C.4) MINIMUM PENETROUKIN OF WOW BUSHING 9*XL Ot S/a* 1/4- 0-20 SCREWS USED SHAILL BE 1 112- "RIC MINIMUM SHOULD STUCCO EXIST, ANO 0 MINIMUM FOR WALLS VATH NO STUCCO CIS) IN CIIISE THAT PRIECAST STOW. OR PFIECAST CONCRETE PANELS STUCCO 014 WOW 9ONID5 BE FOUND ON THE EXISTING WMI- ANCHORS SHA" K LONG U40UGH TO REACH THIE MAIN kill� KHOO SUCH PANELS. AKHORACE SHALL BE AS MENTIONED 01 C 1). C 2) 4 C.4) (0) ANCHORS SHALL BE INSTALLIM FOLLOWING ALI OF THE RECOMOMAY10ft AND SPECIFICATIONS OF THE ANC"OA`S MAA`UFACTUR[R. a PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 THooLUDIH 5) Excan THAT HEAloomi 0 & Q) SHALL MOTT K Usm ll� IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VOKY THE SOUNDNESS Of THE STRUCTURE WHOM SHILT111DI 15 TO BE ATTACHED TO WWRE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRM BLOCK OR WOOD FRAME INALDINGS. 10 EACH REGULAR STOW PANEL WITH LENGTHS OVER W. AS PER SECTIONS 1. 2. 4. 5. 6 AND ALTERMALTIVES IW. SW IF " ON SHEETS 4. S. 6 A 7 RESPECTIVELY; SHALL. RAVE A LECIBLE AND READILY VISIBLE W&KING INSTRUCTING OWNER OR TIENAAFT TO SECURE FARES WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURR"W UNRAM 11. THE INSTALLATION CONTRACTOR IS to SEAL/QAULX ALL SHUTTER COMPONENT EDGES WN(CH REMAIN IN CONTINUOUS CONTACT WITH IKE BUILDING TO PREVENT WM/RM INTRUSION 12 STORM PANEL H45TALLATION S�AUL COMPLY WON SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND 20" REGULATIONS PROVIDED BY THE JURISCKTION WKEK POW IS APPLIED TO. 13 (a) THIS PRODUCT CIANUATION DOCUMENT (P.E.D,) PREPAREO BY THIS DOWER IS GENERIC AND DOCS MOT PROVIDE INFORMATION FOR A STE SPECIFIC PROW. ,v. WHERE THE SHE CONDITIONS DEVUATE FROM THE P-EO (b) CONTRACTOR TO WE RESPONIMBLE FOR THE SELMION, PURCHASE AND IMSfALLAnON N=DMG LOT SAFETY OF THIS PRODUCT BASED ON THIS P.E.0, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILM ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RIESP(AISIBILITY (c) INS PROD= EVALUATION DOCUMENT WILL BE CONSIDERED INVALID If MODIFIED (d) STE SPECIFIC PROJECTS SHALL BE PRO -AM BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WVX BECOME PIE 04GINEER OF RECORD (E 0,R) FOR THE PROJECT AND WHO WILL K RESPONSIBLE FOR THE PROM USE OF THEE P E D ENGINEER OF RECORD. ACTING AS A DELEGATED ENDKER TO THIE P.E�D, ENGINEER, SHAU SUBW TO n" LATTER THE SITE SPECIFIC DRAWINGS FOR REVC00� ' T INAL AND SIGNATURE OF THIE PROFESSIONAL chwailt Or RECORD THAT PRr.PAm a IA- SHUTTER M~ACT~S LAM SHALL 13E LOCATED ON A READILY VWUE LOCATION AT STORM PAhn SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE. ONE LAM SHAU K PLACED FOR EVENT OPENING LABELING TO COMPLY WITH SECTION 17092.3 OF THE FLORIDA MOM CODE. - iNsTALLATioN INTO POURED -wX1"1'G.xr-9"A"" pEwLs rog REGuLAR P-ANEL(p CONCRETE OR CONCRETE BLOCK . AEG . -- -rw= .0C9 STRUCTURES . � " RECUIM REQUIRED. CONCRETE ANCHORS- I CONCRETE ANCHORS _ � . (SEE SCHEDULE ON 1. , SHEETS 9 THRoud" 10) -4) , (1� (SEE SDAEDALE ON % stcrts 9 two" 10) I (�) EXISTING POURED CONCRETE OR I U-- I I/,- i/4- 41, I- - IF,- � ,1/4' CONCRETE BLOCK REDURM - .- (i) - Q6.-.Z, '. .., , I . I ff --- - ---- --4 - � I " r I I --- ---. E. � I === SHEETS 9 THROUGH I .- -1 � LO i 11 .. i . . . i .. -- I � 1 , - ; . ! " (D -11 ; -01 ! - (D i i _ �-- � - L 1.- - ./4-Ii,.oNI- f � �� -- 11 T- - -�-- ""' " I ' 91 rup F - To -uZ -- '1- = "01=41 I A L IF— .- --I SEPARATION .� -za:i@ TO 10 Ava MASS. � 4 i Lownt am r4r) I : ; o. 1,ft " ;,'; �,//;�,i-� '. ... i I I i I EXISTING (SM- =-I SCHEDULE I v U.. 1 (SIR SCHEDULE I 1 ON 94EET 3) 1 I I 1 ON SHEET 3) GLASS I I PANEL LEMM (SEE SCHEDULE ! It 0 1 : i IN.. 'L, WAAL lift To *L1 W". I ON SHEET 3) __ _ I CONCRETE ANCHORS L- Yk - I --- I, - (SEE SCHEMU ON I i .1 - .r . (SEE 1, - -A,A - I PANEL LENGTH SCHEDUJE -1 tM SCHEDULE ON SHEET 3) 1 - PAMEL LENGTH SEE soma i ( ON SHEET 3) SHEETS I THROUGH 14 I - -Cl) . 1 i , 1-1��"r� --- . - ---t-.-j � 502 ! 11 OF % �, i =9 i 01 i I MAX I wx � =10-i I '11;;. ;� 0 , I 0 -� " -- - A-% �, N, � I Of IV i MAX- : - (a) , I .v �., i I ; r -�, �` O. J_ - I I �, I I -fl- I r... A I I E.D. I I I I ,,1- I -- I . EXISTING POURED 1- � I - @ i 11 f . I& ! ",".. I � ". CONCRETE ON -- 0 12 1/2- OP, I IL . i I AS APPUCAEI!Ufj� I ; 1= � HEAD , , �.� r I �-�� Tot � ON - �/, : " - - � - f14`-WbI* S& AUL A/ FAR I -toID_. i V 'I '/r � Come" B.= I I REQUIRED. I . ; -- -- ---- - ,- I -_-- '11/--L��( CONCRETE ANCHORS - - (SEE SCHEDULE ON I I � ..... ... - - I SHEETS 9 ::* I I - --- - 'I , - I* her, - TWIF I �,-Z N M . I a=S'10 - - A LEG L. '�' �?", - 40 me , ARE -- - -pr=vg ALTERM711i COMPRM ANCHORS -W.110w.�M%205ED. =--Z�k - PhMVFW,n,,$i:./x- ARE USED. REQUIRED. (SEE SCHEDLAUE ON 5 SHEETS 9 THROUGH 10) 94EM 9 "tRol 10) BU,uF-Qia mpunwe tmjj MrAfidiffIG SCALE 3/8-1- WALL MOUNjj,p ;MOECT MOUNT SCALE 3/8. I' "NONNINA, A. T. 11, .... - - I.. %�r ... ;!�\-fr - Ef sp ... FLORIDA BUILDING CODE (Mon High Velocity HIM Ono zoml)l E.D. NOTE FOR COMBMMN OF SECTIONS , EDGE DISTANCE .* . . * 2 . 40.44167 '- is = *-* * I * i 1 STATE O� -2 -_ Woo ILUM Ac. 24 QW GALVANIZED STEEL SIDON PANEL -- ILIECOinc GLOBAL PROTECTION PRODUCTS, LLC. ". uwm W. 0/p/mm om (SEE SCHEDULE ON TOP * BOTTOM MOUNTINGS CAN BE 1%. 1 ' . - &%! �ORIDI'.- - ---- MAL AL 313'. SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �� `1111:* -.. ,,�S � I /- 4;� ... J�-� .. AN, - ANONO - cme�7m& M, 0")� 20-175 N "" ft.! - M IMAM ft �im A "I'Llf , UAAA U.- I .1 - -- F09 ow A at " . INSTALLATION DETAILS FOR REGULAR PANEL (j) INTO WOOD � .1 - - ------ --., I , , r ; .1 / I I I - I ALTERNATE LEG .) v I I / , � .� AW= � 7'� ---- "� --- ---WATM -7... , I ) - I, ; I � � .1 am .�� I I , . I , STRUL III= I F . ! ADEQUACY OF , � � � .- I - " I � . . ill" To BE C= ;�N _,�, REGUTRED ENGINEER OR I I -4-Ep -, - " I I '. 41 1 ", - 11 / --@ '. 1 � --- INSTALLATION. . 11 I ; � i � . -- -- HOIRS ON (SM SCHEME ON " � I I : . 7 I* ME.. - r1l." *moo HEAD . I 71 -(Sit SCC Nx law* ON I L / A � - --- 1) , ;� ss " RIF No " =�= ii � �, I/,. � �O`771 1�' ,"IM' � 1/4* 1 � 1 , I _ j I . =MAW-- - _,: ,y =*C ---- - 0 ' _ = - I � -I ,. Ic . � . I - 1W.".Z11-1 -- acr,4 @- J I I I � I : wow ANCHORS Z '% 'I Il ;'2; I ,: I � (SEE Ow . I w 1 04M 1 1) �i . I I , � � PEPARATION lft� : - I gy-1 01 � -1 amismi: - I L � SCHODULE I L �.Ir J.-n �=su*x=uow I I I ON swu 3) - TO GLASS vl:-i�.o - MAX I � 11 - Start 3) v umm am 411a,- I - *4 - - - ;Ag Awn I I 1L* MAX. -1 � . . ,, A (SEE SCHEDULE I ! -- - - - -- - AII - - - I---- -- - -- --, PANEL LENGTH =or ON SHEET 3) 'g.rf I I cue%4. Y_4, 4 I (SEE SCHEDULE . i - - --- -- i ON SHEET 3) CLASS I I t -- -- ---I I- - -- -- -- j I - ---- : i -(D ----- �--- Av---- � � . : I . I I 0 OF IL i I i 5011 I : - OF %* . 71107-L- m I '" (�) it _0 " L----Jl --- I � I I --- - - - , -- - -, I I 0 12 1/2' O.C. I �- � " I ED - "I K, ! - i t- �" FP-.- I , - i ,,.-,.,- =11 I ED ", -� � , 45 - - , A 0 AM WILTI, "Ir 6 1/4- *J: . - - . - - - -A -- I I .�,� , , ��, A I 1, � . ! 71 1 � 1: ., 0 . - - --- - I , . ---- . --- - -- . IV= .1 � � �: I- -- ---- 2-.4- INGOD PLA � --- I , �- - -- i f ---- -- 915., REOUIRED _17 '- . I 11, WOOD ANCHORS REOUIRED --- WOOD ANCHORS � . . -- -- . - . � � ) L SCHEDULE ON (Su sovolu ON 3/4* -- --- � I 1. 1 3 . � 1 SHEET 71) �.- SHEET It) -- ------- I �I � 1 , .� I o� L Jj --2' hfin- 11- I CMNfi AND FLOOR. MOUNTING BUILD -OUT XTING ALTERNATIVE " ALTERNATIVE ANT SOME S/w- "" SCALE 3/8-1- - 0.rlp� ,!.�FK... ." , & - / . %Wke-.. . 41- .. NOTES: z -- NOTE M OF SE I . NO. 44167 ". s, QQMBMnOIII : FLORIDA BUILDING CODE (Non High VeWWcIlyy Hwu cone Zone) 1. INSTALLATION ARE DRILY VAUD FOR MAX. ALSO S � . 0*- TOP ar BOTTOM MOUNTINGS CAN BE DESON PRESSURE RATING ( f AND PAWL LENGTHS I 1'... - .11020 TAILIM AK, 24 GAGE G&VANIZED STM SYORM PANEL F.P. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH9 1, t _ �. - OVAN IN: 1. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1% Is .. .�-�:, GLOBAL PROTECTION PRODUM LM 07/11/DM - MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC .. DATE. DENSITY OF OZ5 OR EQUAL L .wWat Sow MIA I wk, I` MCM. ")Nw-?bw FWI E.)WWo,A,, 20-175 - Pl WALA�TLW,WX n-1 ---- - ANIA- DR." ft - I . I 1 , ; I I -- -- -&-P a) a) _c_- Cn -cu a) -0 > e-- 2 0 -4- IL- 0 C:)- C= a) ca. 0 = CIO -0 - -6-F CD CD 0 -i.-- = = CIO a) 70 0 = 0 0 I- 0 ca. C: = 0 CIO 0 �= (n w .- -0 E Cn (D L- . cn ,.0 �E M = �-- ..O I. - Cv 11-- C-) C) -&--f =3 -0 0 I - a_ . a) Cn 4--d - .- CD Cn -0 _a .= a) �2 3: u- - A*- M 0 >. a) 2 .4-0 C- CU 0- -6--j CIO < C! 4 z z -u] mi a) " (D =3 U) (D C= M 0 WE " " =3 6 C= -7 .t2 CA `,M, --c ;! CU . � 4) C= - C; .!! .!= �w = . Cp := 10 LAJ :E CZD, , r- c:;I . C-) Q T >< C= 7: C%4 .= c�� - (D = = W CZ .I-- .�� . i IN, " 0, .= W CL) .. -�� a -= e CD u - C3 w M < z z < -.1 IOL -6-0 Q) W _= W Cu > 0 L- 0L < -6-0 0 :3 -0 0 L- a- a) U) Cu M SHEET NO. SH 1.3 ws . � I . . . . 0 . . . . "p 11, 11-11 if I I I I I III ! III I I - OR RUN 0, VARIES r"* WON FRAW SGAIL_TS AUOV OW. ALLAL M3 3105 K-1. 0 - A W Kiss. 0 21. REQUIRE, ANQ1 wom 1 (60. 1 3/4' /2 TAPOON 0 111 D.C.. Ir 1/4*0 =mmNOON T%'r 2'0" OM FRAIN --4, OR(o cw MAE, 7. :r 2' Im: &70WAE UX LOCATION r !r 1156 Ir ALIAL ANGLE ON AN* 3105-415. Low POUIRO, COICIAM CDNCIRWL x .1w v TMK& METAL ALLOW SENT PKLATT BLOCK OR 2'94' WOOD TRUE X 4" 1 piaLo" 1 1 3105-Hi. on . I AN- 2 112- �111 2 ci cow. Is ALLM I is. M". A"'A" MILE - - - - - - - - - - - - 1/4- 0 DOLL 4* . 4* . AW 0 111 ckc ON wo-n ALLM */W~ C-L Ah- Amou CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4--l' SCALE 1/4--l- SCALE 1/4--l- SCALE 1/4--1- OR CALK-01 DA0 'm PA1110-WITE 0 AND Oil Ph"Eumn OR 2%41 wow som OF OPENING SCHEDIAS (WAL poma. CONCREIT FRANK RVOLARIM AS APPLC41LZ .0 A, it) 000pmDv"mpO 92=m) r*m comamEm CONCRETE VA=_j an 2%sr WOOD soma Rome V- RES .(t OR(D VARIES INAIT PARALLEL M T M-1 WALL (NEVER CUT EM PANEL) X - io., DISTANCE CASE G (PLAN) a zv�m SCALE 1/4 4✓ VALID FOR DIRECT MOUNT PMALLATICIN ONLY & s .• "veny v f •' CENTIMO PANEL INSTALLATION AT WALLS W/ No. 44167 SURFACE LEVEL vAmr4mS WITHIN 3/4' I AmL]LI% FLORIDA BUILDING CODE (Mon fth Velocity Huffica a Zc CASE E (PLAN) CASE F (Phd4 24 UK GALVANIZED STEEL STORM PANEL SCALE 1/4--1- SCALE 1/4*-1* (VAUD ONLY FOR PANEL OINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. ASP. DESIGN PRESSURE RAIING (PST.) MAXIMUM ANCHORS SPACING FOR E.D.- AS SHOWN ON ISHOETS 6 & 7 APPLICABLE TO ALMWMVD U= or Ties MAXIMUM TAPCON LAG SO" PANELMATE FEMALE 0 PANELMATE PLUS WOOD WjS"NG Ir Ir Ir Ir ir iwm Ir •ir Ir Ir III (BMW a 1". 6 Ilr 1 1/2' aw(w - 5 1/4- 12 1/2" 5 I/,V (WOIT.) 5'-w OR 5 LESS Be*• •Be 30 (aOTION) Ir Ir 13' Ir -Ir (Yap) +46OR-45 LEM Ir Ir 13' Ir Ir MOTTOM) 13' Ir ir Ir POP) 13. 13, Ir 13' 1 (BOTTOM) 6 1/2' 6 1/2- 5 1/2* 5 ilr 6 1/2" (w) - - 4 1/4- 12 1/1. 6 1/0 mm.-) >W-V TO 4 1/2* 4. 5 Yr 61/2, 14'-e 4 1/2- .1,12- 1 MMTOM) 10 1/2- 4• (TOP) Ir Ir Ir 13' 1 8 Ilr (Ballow) I • SEE TABLE fI FOR MAX. A.S.D. DESIGN LOADS & MAIL PANS. LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY M ALTERNATE 2W ON SHEET 6 1 MAX. A.S.D. DESIGN PRESSUItE MARMUM ANCHORS SPACING FOR F.D.. AS SHOW ON SWEETS 6 Ar 7 APPLICABLE TE7bTo OF THEM WXIARA PANEL v TAPCON LAG SCREW PAWJAA'rE FOWNLE ID PANELWTE PLUS wm MSHM Ir Ir Ir 13, 13. 13" 13, Ir a, manom) 6 1/2* a I/v -ir 6 1/2* A 1/2- 5 1/2- (TOP) - 6 1/4' 12 1/2- 6 I/V (vart..) S. -0' - r - - 7 112" a' TRIP] OR LESS 7 1/2' a, 91--- 001m) Ir 13' 13, Ir Ir MP) +45-45 TO +75. -75 13' is' 13, Ir cwrft) 13, 13, 13" 13' Iw (TOP) Ir Ir 13, 13, '/4- 1' 0 1/2' 5 112- S 1/2- 6 1/2- 6 1/2- (MP) - - 5 1/4- 12 1/2- 8 1/4- MDTt.*) >S' 4 1/2- 7 t1r 7 1/2- To 7'-r S* 311 Ir 12* Ir it 5 112' (top) 13, Ir Ir 13' 4W (00TION) • SEE TAKE 01 FOR MAX, A.S.D. DESIGN LORDS & MAX. PANEL LENGTHS WHEN SPACER @ IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 1 A.S.O. DESIGN Lim MAXIIIIIIN PPAIEL umm 40 PSF OR LESS r-or > 40 PSF TO 50 PSF W-2- > 50 PSF TO 60 PSF 5'-10' a WAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE FQMALE 10 OR PANEL MATE PLUS ANCHORS & W1 1/2- D.C. INSTALLATION DETAILS FOR UFE SAFETY PANELni INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES /40 TAPCON EXISTING; POURED 1/4-0 TAPCoN NOISE • _. 0& CONCRETE OR ANCHOR 0 f*OC CONCRETE BLOCK CONCRETE BLOM REQUIRED. PEOLOW. MAIL 1. np To j 4 Araftip PANEL LENGTH (SEE ELVOTION ON SHEET 12) M to am. AT wx PANEL uvol.701 M ELEVATION am SHEET 12) CKISTING POVRMED CONCRETE - .1. 1-7 BLOCK CONCRETE SUIC" CONCRETE BLOCK REOLOWED, I to yr w REQUIRED. "I"' MVIIP.0- 1/4-0 PANELMATE O.C. ANCHOR (BEYOND) WALL MM SEE 11,11MIS let 10 IN ANCHORS Tft k SPACM TOP SCALE 3/11-1- tatALLAIM" Arm wCOo FRVK @LOAM" MINWILIM ANCHOP WAMM NO MUMN JOZ MMM ARE 110CAIED ON INS SCHEIRAL FDA LP. UM THIN "CRATED ON SO"" otmu mICHCsL voem It OkL79R.ym ON= 94 M ON SCHEDULE BY THE FOLLOWS FACMW MN ?IS OPOWM TO BE POWUL REMU SPARKS OWAVAD us" FACTOR SNALL ON K LISS TWA MOO" 9PFKX0 NOMTM "M TACH ANCHORNlanttMINANNAA INVE am Ito SCHEDULE. Am� PIPE Ely up= Pula I MMA me" rimme 00 3 3 atn.I.Y Ott AT- A-1 3 3 2 cow 111.11m PC 3 f swift B:mwm OW HfaHoll K V, STATEI 7LE -00 r PL SFAL/WgkgUWIUW MAXIMUM A.S.D. DESIGN PRESSURE RATING (ps.f.) &Q CORRESPONDING MMMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL MINSTAL! IONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRU 8, ON SHEETS 4 111, 5) MAX, A.S.D. DESIGN PRESSURE RATING MAX1WJM ANICHM SPACING FOR MIN CO. PUT SOHMLE BELOW APPLICABLE To SwnONS "" AA" MAKI AS.D DES" PRESSURE RATING MAXIMUM ANCHDRIS SPACING FOR 101101 LO. PER SCHEDULE BELOW APPLIGNSILE it MAXIMUM PANEL Lemont vpOOw SOLID -SET FIEMAJ a PLUS ZAMMC-NAJUIM CALK-01 TAPCON SOLD -NET FEMALE PLUS tAmAc-mmum CAX-im Jw "a =Cmm 10 ow" 10 To MICRO, 10 To To Is Doi No - 10;;�= ;;; 10 IQ cow= 10 OF THEM +45. -45 OR LESS Ir Ir Ir 51-r OR LESS .45. -45 To ate, -46 Ir 13, Ir Ir Ir it Ir Ir Ir it Ir it 1/2 1 (w) OR LESS Ir IY 13' Ir Ir 13' it Ir Ir 13' IY I Ir 1 0101101101) it Ir Ir Ir Ir Ir Ir it it it Ir Is 1/2 1 jiFiiij Ir '3. Ir Ir Ir Ir 'r 13' 13' it Ir I Tr- FRK- 13, Ir 13' Ir Ir it Ir Ir Ir tr 13- 11 t/2 2 (w) Ir Ir Ir 13, 13, 13' 13, 13, Ir F'rr it Ir Ir 13, Ir Ir 13, Ir tr Ir Ir 11 1/2 2 (BOTTOM) tr Tj 1. , 1. 1. 11 13 .. - 11 - - (TOP-' Ir Ir - 12 1/2 12 1/2' 8 1/4' 6 1/4- 12 Ilr 12 1/2' - 6 1/4- 8 17/cF - 12 1/2 12 1/2- 6 1/4- 6 1/4' 12 1/2-12 1/2' 6 1/4' 6 1/4' 13 (eOnold) S' or r 0, r r 1 51 1 8, r B' 7 1/2* T-ijajy- 15 11r. S' I S' a' .6 1/2'. S' 7 1/2' S' r S' S' A (mp) r - - 4 (BOTTOM) w r r - S' 4 (90"Imi) Ir ir it 13, ir Ir jr- Ir 13' Ir Ir SM Ir Ir- 13, 13, -Ir it Ir Ir it ir Ir 11 1/2'S (TOP) 13' Ir ir--Ir Ir Ir ir 13, 13' t3l Ir Ir 6 MOTION) Ir 13' 13' Ir Ir it Ir Ir Ir it a (Botrom) Ir Ir 13" Ir IF- 13; Ir Ir Ir 13' Ir Ir 6 (TOP) Ir Ir Ir Ir Ir Ir Ir Ir Ir it Ir 11 Ilr 5 (TOP) 1/4. 6 1/4- .6 1/4- 6 1/4- 6 1/4' 9 114. 6 (Wff.-) 6 1/4 6..20 6 1/4* 6 Ile 6 1/4' 6 1/4' 6 (SM.-I Ir 5- Ir to 1/2- ir- 13- -r 7 1/2 5 1/2 13' 4 vs, I (TOP .5._4- TO 14'-4' Ir 13, Ir it 0 0' Ir 31/771/75 172 IF S 117 1 (Lop) ).S,-r TO ir 1 7' Ir Ir tr -7- 9 1/2 ir 9 1/2 to 1/2 7 1/2 Ir r I (BOTTOM) Ir 7 Ilr 13" tr it to" Ir tV IT' Ir Ir 6 fIr I (BOTTOM) is, v Ir to fIr 13, 7' 13, 7. 7 1/2 5 1/2 Ir 4 1/2* 2 (TOP) Ir '. tr 13" Ir a vIr Ir 0 1/2- 9 t/2- 6 Ilr tr 6 I/VJ2 M Ir n_ tr 13' Ir 9 1/2 Ir 9 1/2 10 1/2 7 1/2 Ir 6 Ilr 2 (BOTTOM) Ir 7 Ilr Ir Ir 13" IV Ir to- ir r tr a 114. 2 ( mmm) it 1. Ir 13' tr 9 01 Ir 9 1/2 to 1/2 7 1/2 ,r 6 1/2' 3 (TOP) Ir 7 ilr 13' Ir IW_ IV Ir to' I it" W 13" 6 Ilr 3 (TOP) - - 12 1/2* 12 Ilr 0 1/4' 5 Ile 112 1/2' ,0 1/4* - - 6 1/4- 0 1/4- 3 (BOTTOM) - 12 1/2112 1/216 1/4' 8 Ile 12 I1rI2 1/2 - - 6 Ile 6 1/4- 3 MOTTOM) 7• r a" 5 Ilr r 3 1/2 . r- 41 4 1/2- r 6 1/2- r T7(j5j;)- 1 1/2- r w r r 4- 4 1/2' 3 Ilr 6 IIV 3- 4 (TOP) B` - r - r - r - 5 1/2 - - 7 1/2 '/2' -- . (BOTTOM) (SOTTOM) Ir r Ir r - 8 Ilr - 7 Ile - 4 Imariviso. 13, 1. ir ir Ir �I 42' tr 9 1/2 10 "'a Ir I r Ir 13. a Ilr Ir Ir 'r TV Ir to* IT. w Ir a 'Ir 5 pop) 7 ir it - Ir 9 9 1 1/,". 7 1/27 jr 1 M1/4 13, Ilr tr Ir I Ir 10, 1 r IV IT` Ir Ir a Ilr 5 13' S �,-' ' I r r 73- 5 r r 13, 13 a i/r ir 5 1/2* 1 1/2' 6 1/2'1 Ir 5 1/2- e:;,J) _ i - - A . 6 is I is (.IT - - -i- I We •- 15 1/4*ITI/4* 6 In aw I I rose mom Tin a isimcm fm smam"mm sam aw ne" vinamm 0 Wm" a*= sm"= " tm" ou wwa AM town ON " 11mm" FOR cD &= THAN memin ON 910HOW am = ANCHOR "AM IT -OVWWG S"ZM %CW ON SOKKIKU rV THE MLftM PKIONS. FOR Tift ~1014 To BE MUIMM SPICING MM" UM FAC"M SHNI NOT IS UM THAN "M SACIP10 141"M FDA I" ANCHOR M ON no Sammixt. MOM TYPE Ile. Ile. ,Alma I-=- 111sids( a PLUS MM" A000HOR SPACING 0.) 1 3 3 I'm 2 V2 3 3 "Ir S. 3 3 i'r 3 3 3 Ijr 3,j2' 31/3 3 yr 31 3 'Ir SPACINGS ONLY VALID WHEN S=ftsmm &R "D. a" DESGN LOWS & MAX PANEL ISO USLAI a A". DEM LOAD mkxum 11111011111 LIDWTH 40 PSF OR LESS 61-81 > -w PSF 10 50 PSF 6*-2* > SO PSF TO 60 PSF 5'-10* A MAX. PANEL LENGTHS ARE ONK VAUD FOR WALLATICNIS W/ SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. ANCHORS (SEE SECTIONS & ALTERNIANTIM ON SHEETS 13. 14, 15 &t6)-- 3' VAX. +R- IA/13. R-2A/13, R-3A/14. R-111/13. 111-2111/13, R-3111/14r r mAx. R-IAW/15. R-20/115, R-3AW/16. 11-1901/115. R-2919/15. R-30W/16. I* Met -- 0 0 0 0 0 0 L DM REGULAR STORM PANEL 1 4 -20ml• SS. BOLTS W I (USE MR PANEL -' 9 OVER 757 - LIFE SAFETY ORM PANEL REG" STORM PANEL 1/4*0-20.1' S.S. SOUS W AT EA OVERLAP }. _7 L?NOTCHES AT STUD -"TIOry 0 LIFE SAFETY-- PAYEE BOTTOM CORNERS j. I 0 MAX, PANEL LENGTH IT-r 0 +40A -40.0 P.V.F. (w/ ammoss, me PANEL LEM" BOLT) r-e- e +amo, -54 o P.Lv. (W/O OVEMUIP MID PANEL LENGTH SOLT) A USE 2'-4" Wk. PANEL LENGTH AT ALL MOLMITINIM L/2 ai WIND NUT At -- EXTERIOR LEFT PANIC WINORIGHT PANEL AG HUT Al ♦ INsTALLATIONs OILY VALID FOR WIND _*R-IA/13, R-2A/13. R-3A/K R-19/13. R-29/13. 0-3B/14. 10 SPEED UP TO 170 M.P.h. R_IIlws`15 R-2AW/15, 1-1 1- R-21111110/15. R-30W/16. -ANCHORS (SEE SECTIONS A ALTEA!"TWES ON SHEETS 11 14, 15 &16) - 1/4' MAI. GNP WEE REGULAR STORM PANEL SAFETY STORM PANEL a) 2.61IF71 SCALE 1/4.1' (MAIL ms�t --,am Wam ELEVATION REGULAR I STORM PANEL ------ - -------- ------- - ------- NYNNN ------- ------- ..... ---------- ------------ 14 PANEL LIFE SAFETY Sit = FLORIDA WILDING CODE (Ron NB Valoeft Hurricane tone EXTIERIOR 631120 111mm w 24 GAGE GALVANIZED STEEL WORK PAWL F.P. [IRWIN ft 11LIECOinc GUMIL PROTECTION PpOcum Lw. 07/2/JM DATE SECTION A -A to RAT« 4em ". 51 gg= Ass"11% A. I=. S14LE 1/4--l' KNOW mu)m-vak FAIL, (04)=D-am 20-175 fm smv�w n-i an LIMAN WrLSOFNIA&I '4VWV - 11 - IS INSTALLATION DETAILS FOR UFE SAFETY PANEL INTO WOOD STRUCTURES 7 fl D.C. I ITNCHOR O M D.C. D.C. 1j A) -4) t/2 1/4' Ile v 2' MI, 1 MIA. 1 ke, A, L L L -IT I iUM, OANr-In 41 x I I IV Mo. PANEL "UMTH Is- L---I. PANEL Luwrm (SEE ELEVATION PAWL (SEE ELEVATION PANEL LD41H ON &4w 12) ON SHEET 12) -,A (SEE ELEVATION ---A ON SHEET 12) 0 1 0 1 (SEE go ON ""Er 12) AS.. TO CLAM r- IWO I LIZ I Ll2 rTO GIAS& K-SEP70 ARATCLAWIOIN- Mw. #--SEPARATION L/2 I, I L- - (1) 6* 10 7 & L 0 12 2-.4- WD% -A) PLATE 114*0 TAPCON *0 TAPOOR RECUM 1 4.0 2•.4 WCQQ zm= O.C. PLATE I" -miimm 0 V. CC ANCHOR 0 9' O.C. STAGGE)" III STUD rAmmm W/ STUD I REOURED WOOD it wow REQUIRED RE06VU Fog Fj- JA' U5JFKp§ff&m=W:MAW2wFI "ORENGLOLM EFMJM ML6" NGS h. T1 ft�--m NOS EN&*'-%- FLDWDA BURRING CODE (Non High VehIcifty His gone Zone) 4067 31 -em ILmm w- 24 CAGE GALVANW STEEL SIM PANEL F.P. 1. INSTALLATION ARE ONLY VALID FOR A.S,O. DES" Clow R. PRESSURE RATINGS (p.s.Q AND PANEL LEINGTHS AS GUNK PROTECTION PRODUCTS, U.C. vlm/=' PER ELEVATION ON SHEET IL STATE on, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD IILIECOING, ��a 4= Wa, 31 sow MEMBERS TO BE SM114M FINE No 2, W/ SPECIFIC �ftM� UK IL 3"14 t�� 1!�." MOIL tM4)N*-n4L FAIL COM)MI.Mi 20-175 DENSITY OF 0.55 OR EQUAL OP� R.CA-011mis !N.! Am- I - =I rf I.. PE I UNIT Is or is MAXIMUM A.S-D. OF -SIGN PRFSSURIE RATING (p.af.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PMELa) INSTALLA111IONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTORS I THRU 6. ON SHEETS 4 & 5) VAIL A.S.D, DES" PRESSURE RATING (0-8-1) MMMO ANCHORS SPACING FOR Wk EA PER SOHEDLALE BELOW 41 I APPUCABLE Tva SMIKN mkm" LENGTH -L MAX. A.S.D. DESIGN PRESSURE PAYING (P.-I) MAXWIUM ANCHCAS SPACING FOR MR EA PER SCHEXLE BELOW TO I APPLICABLE TO UWIepM PANEL LENGTH TAPOON SOLID -SET PAMELWR PULIS ZMAING-14041111 I CALK-1111 TAPOON SOUD-317 PANELVAN I AW 'E ZMAC-WAM CALK-49 TO 10 m H&- To or THEM 10 okow 911F7 77 %W Or THEM >.w -0 TO +75. -75 I tr it* Ir Ir Ir Ir Ir 13, 1 Ir 12' 13' to, I mm S.-r OR LEM >.75. -76 To .111-Ime Ir 5' 'r so Ilr Ir 6 11F 73; 63 -6-1/7 Ir 4 1/2* 1 (W) '.- OR LESS Ir 11* 13" Ir Ir Ir Is, Ir Ir 12, Ir to* I 0101110m) 13" 6 1/2" Ir 13, Ir 9, IF r IV 7 Ilr Ir r `T';F I (BMW) Tr it- ir Ir Ir Ir 13' ir 13' Ir 13' IV 2 (TOP) r r ir to i/r Ir a 1/2" Ir a 'Ir 7- 'Ir a 1/2- Ir 2 6FP5- w it it it ir ir Ir it Ir Ir to' 2 (110110110) Ir r Ir Ir Ir 2 1/2' Ir 9 1/2' 10 1/2' 7 1 Ir tr 6 1/2' 2 DIMICIA) i-t* Ir ir Ir ,3' Ir Ir Ir irto, 3 3 (1"� -r -1Ir-- 2 1/2 12 1/2 5 1/4- 5 1/4' 2 1/2'12 1/2 - - 6 1/*- 0 1/4- S Ooriom) - /0 - 2 11F 6 Ile - 3 (90100) r v a, r '. S' S* 4 1/2' 7" v 11- 4 1/2- 7' r C 5 1/2-1 7- 3 Ilr r 4* 4 Iff X 16 1/2' 2 1/2' 4 (rop) IV r r A (BOTTOM) I Ilr - r - S 1/2' - r - 4 Ir 11" 13" it 13, Ir Ir Ir Ir Ir Ir to, S ITT" Ir- Is I/f Ir Ir it r Ir 1. TO- 7 1/2- tr S' pmm 13- it' Ir Ir Ir Ir 13' Ir 13. 12- 13, tw a momm) Ir r it Ir- Ir-- -9 Ilr Ir 0 Ilr 10 112' 7 1/2- Ir - it 5 mairsom) 13, it* Ir Ir Ir it Ir tr Ir ir Ir 10' 5 MP) sr 51 tr to Ilr Ir 0 I1r it 6 ilr 7 Ilr 5 Ilr 43' 4 1/2' 6 (TOP) - 1/4- 6 1/*- 6 Ile 6 1/4, 0 1/4, e (mum-)f 1/4- A 1/,-• 1 4 1/4- -17 6 Ir 7 11:r Ir Ir Ir IV Ir TV It- Tr 6 1/2* 1 (TOP) - >W-41 To Ir Ir 10177 IF . t 13 6 Ilr 7 Ilr 3 Ile 4 1/2' 1 (MP) -r 'm r-5, 13' 7 Ilr it Ir Ir to I1r it to 1/2"71 112•] r Ir r I (kFiwj IF s i/r ir Ir Ir r Ir 9* W 7 Ilr 13" r I caos"m is, 7 1/2' Ir Ir Ir Ir 13 . lo' IT' S' 13 . 6 1/2- 2 (TOP) ir V Ir 10 1/2" Ir 6 1/2', it - 5 1/2 7 1/2' 5 11r, Ir 4 Ilr 2 (TOP) 13. 7 1/2, 'r Ir Ir 110 1/1' it 10 1/2-11 1/2- S- Ir_ 7 2 (BOTTOM) sr r Ir Ir it 9 1/2-1 ir 11ir To 1/2- 1 t1r ir e 11r 2 mDtmm) Ir 7 Ilr 13' 1 it Ir 111) Ilr 13' 10 1/2" 11 1/2" 1, A' tr r 3 (TOP) ir 1. Ir 13" ir 9 1/2' it 9 1/2' 10 1/2' 7 Ilr ir is. 3 - - 2 1/2.12 I1r 9 I/r 6 1/4* 12 1/2" 6 1/4* - 6 1/4' 8 t/4* 3 (BOTTOM) 12 1/2' 111 Ilr S 1/4' # 1/4- Q 1/2' 6 IL4i - 6 1/4* 6 1/4' . Wnj 7 1/2' 3 1/2- W C 7 Ilr 4- e- 4 1/2* V 3 'Ir 11 3. Tclm--) -r r o- Is s/2* 7- 3 Ilr S' -,V- 4 1/2* r 9 t/r 2 1/2* 4 CLOP) a. - S' - 1 4 (BoTrom) 5 Ilr 5 1/2* 4 cearsoo tr 7 1/2- Ir Ir Ir 10 1 Ir 0 1/2-11 1/2- 4- 1 13- 1 7 5 (00) it Sip. Ir 'r Ir 1. 13' 1. ?V I Ilr 13, Or a Ir 7 1/2' 13' Ir Ir to 1/21 5 1/2"1 1 r 5 (marrom) Ir 7* 13' 13, 13' 9 Ilr IY 19 11rill) /2' 7 $/2' Ir 1 N' 15 PKITTOM Ir 7 Ilr 13, Ir Ir to 1/2 Ir 101, a I Ir 3. i 1 1r tr 16 f/2*17 1/2-15 I/r Ir 14 1/2*r (rop) I • , 1/1 1 1/1 L I - 16 1/4'16 IICIG (GOTT. I ""Is 1/4* 6 '14-je Ile I - 1 6 114-16 1/4-16 (Wff.-)l SEE SHED 11 MR ANCOM TYPE 6 SPACING FOR MLVAAIOS Wya 10000 MM MX== • MIN!" AMOM WOO= AND UNWAO WK DISIANCE ARE VICICATO ON INS SPIMAL FOR LA Uss INAP mmo ON SCHEDULE am" ANCHOR SPACIMIL IT ALTIPLYM SPACING saw ON WHIOLLE OF ?III FOLLOWS FACT= MR 74111 OPWATKIN 70 K POSSIBLE. 4MUCM SPACING DetA= uam rcm SNALL NOT BE ums it" AMAM,IM roc" pawn no DICH AND0011 TYPE T-111, NOW WK WPM fto2YRO-NAM 00411-01 RISER ANDICIA SPACING OL) I 2 1 ' "' 3 3 'Ir i 3111.1 2 =,.I"= jospipsies; am B'� 2 3 w I Jim ACRA m OEM= (Lo.) PAC" I/r SPACINGS ONLY VAUD WHEN SPACER QD1SUS= FOR MAX A.S.0 . C.ETI DESIGN LOADS & MA(. PANEL LENGTHS USED. 1/4*0 TAPCON-__ -._ _- ANCHOR 9 Ir D.C. POURED CONCRETE BLOCK AEOUIRED. I/ro TAPE ANCHOR 0 us&& A "D. MOM LOAD - 11110011" PANEL LENGTH 40 PSF 06 LESS > 40 M TO 50 PSF 6*-2" > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGT14S ARE OW-Y VAUD FOR INSTAIAMS W1 SOLID SET ANCHORS & W1 " SPACER AT 12 1/2- D.C. FLORIDA BUILDING CODE (Nor INSTALW19N QUAILS FOR UFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES EXKIING IL4 LTAT;T, PLM ANCHOR 41 r O.C- CONCRETE OLM "T REOWRED, E.DA D.0 TO GLASS. ASS awlM-CuLasnNiq I PANEL Z&iiii (SEE E"TION I ON SHEET 12) "1 I -SCIARATIONs- TO GLASS. O PG S" PANEL LENGTH (SEE ELVVATION ON SHEET 12) 9 a ur 1 410 TAPCON OMM POURED CONCRETE ON KING PWfEO CONCRETE OR -CONCRETE BLOCK REOILARED. SIMMM. R--JA 0 R-NOW-19RLS it mahmEL REQUIRED. WALL hMNTINM SCALE 3/5-1" SEE SNIGEIS IS & 14 FOR ANORS Ago" "m IIPE A SPACING FOR INSTALLATIONS SM WOCK) FWAC OULOM vmwm ANCHN $F*c*= me mmum tWAVAL MOOR W*AM W 3 "N.Ammumma -- I=. I Cost DWLV= ARE INDICArm 04 THIS SCHED.OULL MR LLESS 114411 INDICATED 04 Scmax" mmuce ANC/DR SPAC" IV iRLiMIYMO --- ScHaw in THE fvjbwg FACTORS. MR THIS OPERATION TO IS POSPOL Rumm VACNO orm90 LOW FACTOR INALL Not SE LESS THAN Los UPWAUM W%CW WOKATED FOR EACH AND" Tin ON TB SCHEDULE -------- - 31 I" IRA. F)m '/4--mr Ex TO CLAM CLAMUS 4 t,6 San cuss A 4- tl MAX. 'L* MAX PANEL LENGTH PANEL LENGTH (;:=nO 1 (SEE ELEVATION V Min, SHEET ON SHEET 121 TO CLASS. ED, --wvrg.. sais,ir= ED,- Is MIS is 12 'fam 12 IWO.. -1/4-0 TAPCON _J/4•10 TAPCON 0 V O.C. ANCHOR 0 9' O.C. MOT*& POURED CONCRETE ON DMIM POURED CONCRETE OR SEMOR-2--2A Ira-augEmUs -CONCRETE BLOCK fw.OLWM a "WMNFL BLOCK REQUREDL WALL, MQUINTINGS INSTALLATION DETAILS FOR UEE SAFETY PANEL INTO WOOD STRUCTURES WOOD HEADER RED 114*0 TAPCON d L r 2* AS, EXISTI GLASS V, NOT MI P041 CLASS 9 V MAX MAX. PANEL LENGTH a. PANEL LENGTH (SEE ELEVATION (SEE ELEVATION ON SHEET 12) ON SHEET Q) ms, Aft. TO O CLAW Ii-SEPARATION GLASS. UT= ouvrw ED. t * WOW I 2'.4- PLAN PLATE REOLARED REQUIRED -0 PANELMATE PLUS ANCHOR 0 12 I/r D.C. R- e 71m PANELS H.HALNN WALL MOUNTINGS SCALE 3/0-t' '2 FLORIDA BUILDING CODE (Man High Velocity Hurrlaom zone) om it= mc. I--. 24 UK GALVAMZED STEEL STOW PANEL Ir1. VALID FOR STATE OF INSTALLATION ARE ONLY MAX. A.S.D. DESIGN PRESSURE RATINGS (p.w I) AND PANEL R om LENGTI-IS AS PER ELEVATION ONSHEET 12. /TIL ECOm. \CLOW MTECTM PRODUCTS. UC. wnw 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD X,• OVAL R. 33314 20 -175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIM IN Miss, 9 'm 'ft- Plow t%4)ws-76-k FIX (W)MB"?P DENSITY OF 0.55 OR EOUALOA_pppp7ONAMM I* AT WAISMAYW&lb= ow is or .4 cn -a 2 -cu > 2 c- -@-- (D C:)- 0 ca -e.-I 0 -0 a) -4, cn CD =3 -0 C:) cu Q - Cu (n 0 = 16- E. cu = C:) -0 u- %+- 0 cu > cn .--0 cn a) cn E Z O w -4--j LO- 0- cu -0 c Cif < C14 O C14 Cm. eaC3VIA CO C14 CD ,< C, Ny SC CL a) ca CIA CU ci cp E m Cis ci O CL CL 0 :3 -0 CIO 0 L- a- 0 CD cf) cu Lu z z SHEET NO. SH 1.4 +EZI/18, EZIW/18 ANCHORS (SEE SECTION EZI Ar Amvixrivs rziw ON SKEET us) MIN (SEE I' WiM, (Cc= "M 2) NOTE 2) END --WY# ALUMINUM RIVET LAST PANEL (3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS 8 0 0 a Is a a 0 PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED 2- TO BE INSTALLED FROM INSIDE OF STRUCTURE 9 TI"=L A T 2 PER PANEL NOTES Sft 717-7-[] 'L' 2DDO. E-Z HANG STORM PANEL SYSTEM -F(TE.r;A'4 j1*141116 PANEL) (INTERIOR PANEL) (11NITERM (EIND PAWL) MAX Cont TRACKS TOP & BOTTOM SEE NOTE . S 2. 3. 4 SEE NOTES 2, 3. 4 (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM IRACR VAX E A STOP BAR (M %ALL BE PROVIDED AT TOP OF SUCH PAWL. UE14(m PANELS. 40 C sR.? (3), IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONN CTION FONG SMALL CONSIST OF 1/4-0-20.3/4' M.S. W/ 7/8"11.3/32' JPLTED PAWLS W/ I/AP-70914 PILIT OR 1/4"0.3/4' Win THUMBSCREW INTO TAPPED BOTTOM SS BUTS W/@'* iA OVERLAP i TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (SIDE SECTIONS AS APEUCABLE) EXTERIOR FLAT FLANGES OF END PANEL BOX. Or IL (4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM T-r- MAN` TRAC lie. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO K t PANELS SHALL BE COMPRECTED TO BOTTOM TRACK USING SPECS WOCATED 0 NOTE (3) ASM. IN SUCH CASE, CONNECTION OF PANELS TO N90ITOM TRACK MAY OCCUR AT ANY PANEL LOCATION Yx 3' MRX U. NNXX 3 V V*,, SEE t INSTALLATIONS ONLY VALID FOR WIND NOTE 07./@ 3 3 SPEED UP TO 170 Mr.p.h. ANCHORS -(SEE SECTION EZi Ar ALTERNATIVE E21W ON SHEET 18) *C71 W1 18 TYPICAL ELEVATION FOR 5ER1E5-LZU0 E-Z HANG STORM PANEL SYSTEM SCALE 3/32'-1" 2.687'(WW OVERLAP 4/4- me.. GAP -1 WE-= m Y 1 ,/4 MAX. GAP Cl SECTION A -A SCALE, 3/32--l- T FLORIDA BUILDING CODE (Non High TiNtlocity Hu cone ZOMR) 24 GAGE GALVANIZED STEEL STORM PANEL 1 .44167 STATE 0 11LIECO... GLOBAL PROTECTION PRODUCTS, LLC. � S� 11 �, V12--, - - . - - H. Pit - I -. "' 20-175 -ONDS114 1 - FLONDA - it ENGINJEERING k4t�K ENGINIEE:RING EXPRE:1391 PRODUCT EVALUATioriii RIEPORT September 15 2020 Application Number 17MS 1 - R2 EX Project Number 20-31543 Product Manufacturer All Arriencart ShutlDrs and Glass Manufactuier Address 1540 Donna Road VVest Palm Beach FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Flooda Dep riment of Business and Professional Regulation (Flonda Building Corrunirsson) Rule Chapter 61 ZZ 005. F A C for Statewide acceptance per Method l(d) The product noted above has been tested andjor Evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is. for the purpose intended. at least equivalent to that required by file Code Re-evaluation of this product shall be required following pertinent Florida Building Code no-thficatiDris nr revisions Substantiating Data: . PRODUCT EVALUATION DOCUMENTS EX dr3mng #20-31543, titled '24ga Galvanized StW Storm Panels (HVHZ 9 Non-HVHZ)'. sheets 1-5 Lwepa red toy Engineering Express, signed & sealed by Frank Bermarde, P E is an integral part ofthis Evaluation Report . TEST REPORTS Unrfoi:n static Structural pailormance has been tested in accordance mth TAS 202 test Standards per test report a) SET-ASG- 17-001 by Blackwater Testing Inc Large missile impact resistance and cyclic loading performance has heart tested in accordance win TAS 201 and TAS 203 test standards per test report(S) #BT ASG 17 001 by Blackmailer Testing Inc . STRUCTURAL ENGINEERING CALCULATIONS Struchira I engineering calculations have been prepared which evaluate the product based on comparative and/or tabonal analysis to quality the following design criteria i. Maximum Allowable Spans 2. Minimum Allowable Spam 3. Minimum Glass Separation 4. Anchor Spacing 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TfAm*E:GINEERINGE XPAESS. CON ENGI EF a INGExPRess,com otFNGINEERING Pave 2of All American ShUtIVN and Glass - 24_ga Galvanized Steel Sturin Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing is not required lot installations outside of wind zone 4 and essential f-fites Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Oared test repoti(s), and,s accounted tot in the engineering design of this product Wind Load Resistance This product has been designed to resist wind loads as indicated in the span schedule(s) on the tespective Product Evaluation Document 0 a engineering drawing) Installation Ties product shall be installed,n Blocs compliance -thris respective Product Evaluation Document (I e engineering diavang) along with all Components noted therein Product components shall be of the material specified in that product s respective Product Evaluation Document (I a engineering dravring) Limitations 9 Conditions of Use: Use of [his product shall be in sinct accordance with the respective Product Evaluation Document (I a engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed toads and shall be of a material listed trilhis products respective anchor schedule Most structure conditions which ate not accounted tot Ili INS p(oduct's respective anchor schedule shall be designed for on a sile-specific basis by a registered profes vonal engineer Ail components which are permanently installed shall be pioliscted against corrosion, Contamination and other such damage at all times This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ) Rcspecltbll� � F, .4� Frank Bernardo, PE ENGINEERING ExPRESS* PlIFIXILloi,14, ('ert Auth 988i 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0ENGiNe[RimG EXPRESS. CON ENGINEEKINGEXPRESS.COM J ��l I H ......... ....... K all C, LF) V) �14 1 1" ED Z ........... A In , t 1 PH I -OP '.§ MY 11 Y, MN A T'i v, N "n"'r E. IT MIN11,110N. A j Uj C, PIT �7. PC, is C, r� U it r-:lt J,-, =U, Par, F.1 V! El a WEI. Ar , it'x,- - ;; ==:Y ; - . . I, �, -31543 20 --W I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL .1' INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES E)GSuNG POURED CONCRETE 0 li, 4'd TAK COEICRETE BLOCK ON ANCHOR 0 12' 0 C REOUERED 1/4-0 7APCGN HEX HEAD TEX Alla'. A&�q REX WAD TEX _114.1' ANCHOR 0 12' 0 C CA 'F"o: ELF- SCREW 064' FROM EDE E 0, (64' IRO. EDGE OF 2- L 11 . I s, !,G`1 At Ev oi,�'. A I. I/ r I' SE. TO CLASS G-0 -SEFARA7K* -AUW" POP, ALUMINUM POP 10 CLASS ASS AINIET 6 0 G* C' N. MAX: MAY P&Nft LENGTH 9 PAWL LENGTH I A r 4 I' W. ION 4 2W 10 GLASS ir--SEPAPAYION C, 50111; 70 GLASS OF *L* OP 'L, C UMBSC It P 1/2' -----07 t l,'4-0 TAPCON ANCHOR CC 1/4-0 TAPICON :.�12 EXISTING POURED "' WOOD ANCHOR 0 12' 0 C tONCRETE OR LATE CONCRETE BLOCK *EQURM REOUrRED WALL MOUNTING WALL MOUNTING SECTION EZ1 ALTERNATIYE EZ1-W SCALE 3/8� I" vu".. E FLORIDA BUILDING CODE (Non High Velocity Nu Ictim, Zone) MIN. PANEL LEENGTHI Z ... Z El.441 `,axxi. 24 GAGE GALVANIZED STEEL STCRIM PANEL FOR SMALL BE 2 -6' ORPRMW IN, r 1. INSTALLATION ARE ONLY VAUD MAX. KS.D. DESIGN PRESSURE RATING +/- 40.0 p.s; f Ah STATE 0� 'r;. GLOBAL PROTECT PANEL LENGTH. I ' " 11LIEC0,7 ION PRODUCTS. I.I.C. ous - - 1 �m FOR NEW WOOD FRAME C014STRUCTION: WOOD 1Z :I 11.1. 1. CilE. ', Joill. RN PINE No 2 W/ SPECIFIC 20-175 MEMBERS TO BE SWHE :i uXHNPeN-? DENSITY OF 0.55 OR EQUAL- DINININ, NP INUT, nlr� ,I CMN`Pol� 11 I PE"I'M Vitt MAXIMUM ALLOWABLE DESIGN PRESSURES-. oote- ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) ):,o. w i FIS NOTED IN DESIGNI DESIGN NOTES: I SCHEDULES WIDTH UNLIMITED (PERP. TO PANEL SPAN)- POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH 71115 SYSTEM SHALL 13E DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE TOP MOUNT (OORt TIP. TYPE AS PEQ'D) ;.,DNS OPTIONAL 4-20 STITCH BOLTS WITH WASH ERED WINGIN PAB-ItNED 0 OVER MIDSPAN (USE APPRO-MATE SPAN TABLE) Q PLAN VIEVd G III&NIN ;,CD PRE5GUREREWIREMENTSA.5 0 Te 1 0' IN Ed DE NE. A CORDANC6 k'WI H ASCE 7 AND CHARTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LiSIED HEREIN FOR ANY ASSEMBLY AS SHOWN GENERAL 140TES: J� M15 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN BUILDING CODE OFTHERVIAZ PER HALLINVESTICATE P, AND CONFORM To ALL LDCAL BUILDING CODE AMENDMEN75 WHICH KAY A APPLY. DESIGN CRI71RIA BEYOND ASSTATEC HEREIN MAY REQUIRE ODMCNALSErE -SPECHEIC SEALED 140 INCREASE IN A1LoE%r�4G81N1EEMTR`Ea5& MAE BEEN USEDIN THE DESIGN OF THIS SYSTEII. Ts, (CONI I I bL I 1107TO 4 MOUI 11 , i I I �1 IV - M, 14 REQG) k I I V'-- - N 391`U 0.3751 MAY Be AT TS� DOT -Tom TYPICAL VERTICAL MOUNT ELEVATION IT I ELE�AITON TOP MOUNT N TYPE-, LITNUI 1C D, N ABOVE AS REJ 0 IT Pit BOTTOM -M U N r CQNNTTTPE FASREO'D) (LOCATION MAY VARY I flu PJIE lx� I." M NT 1'.,, 11.1 .DNN ITYP , r.-N AS r , AS RE EQD) LL H iL - BOTTOM MOUNT (MNIN:7- INC -nPE AS REQ D) (SP BELOW - OBSTRUCTION) EQ,IRED. OPTIONAL W'-2D STFICH PANELS MAY BE NOTCH Ell A 5 R H WASHERED Piz DID THAT CONNE! T A 8 S WIT W C N ING NUTS FASTENED 0 ANCH ORS- ARE USED W1EUjVATTSF`Y V001 ET SPANSADOVES BELO% ERLAPS 0 MIDSFAN (USE IROPRIATFSPAN T44BLEI Cr ). THE ARCHITECTIENGINEER F RECORD FOR THE PROJECT RESPONSIBLE WHICH THIS DESIGN IS USIDSHALL BE FOR THE INTEGRITY OF ALL SUPPORT HIS SURFACES TO MIS DESIG14 WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 4 S, P ATE L 'T` tri ARD �Vl X FIRIOPH L111 OEM ENG`N"EXIN&GXAN�5Cp"` R 0 HEREIN. CONTACT THIS Eil GINFE4 MAY .1 SPA14 - CULATIOPISAS TIi U=Cf`TEONEREIN c5GEPIE � NO CCESRCTPROWDE S M A INFORMATION FOR A SPECIFIC STnt. MR SITE CONDITIONS �ERENT F-AT THE CC NDMONS DETAILED HEREIN, A LICENSED ENGIN EER OR RECIISTEREP ARCHITECT SHALL PREPARE SiTE S�ECIFIC DocUMENTS FOR USE IN c HJUNCITONVICTI-1.00-ICNI 6. DE51GN PRESSUA ES NOTED HERE N ARE BASED 0 N MAXIM U M TESTED PRESSURES DIVIDED BY A 3.5 SAFETY FACTOR, 7 EAUL FASTENERS TO BE AY��O CR GRIATISRSAEGRADE S UNLESS NOTED byH R.WISE. FASTENERS SH B 0 E CADMIUM -PLATED OR THERWISE CORROSION-RE51STANT MATERIAL AND SHALL COMPLY V CIFIC47IONS IJFH "SPE FOR A1,QM1hUM STRUCTURES' SECTION 1 3 By TKEALUM NOM ASSOCIATION, INC.. & ANY APPLICABLE FEDERAL, &TATE, ANDJOR LOCAL CODES 50 ALL STORM PANELS SMALL EE 24GA sreel� �-O 024' sTEESRM ANEI-S SHALL, CONFORM TO ASIM A553 STRUCTC)RALI.-I L,. G6OGALVAN=QC0ATTMCIWITHA MINIMUM 10 ALL ALUMINUM EXTRUSIONSSHALL BE 6U63_T6 "Y"N Ks' UN ALUM MUM AlA.OY LIESS NOTIED OTHERWISE. 11 TOP & BOTTOM OETAILSSHOWN MAY BE INICIIECHANGEDAS FIELD CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR NO ONTALLY AS APPLICABLE. IUZ 12, CONCRE7EA CHCXR5NDTEDHEFEINSHA11&�EM9EDDEpT0 NOPN TEONLY. INSTALL ALLCONCKETEANCHOKSPER AN CRACKED CONCRE IS, UFAZURERSILECOMMENDATMNS CONTRACTORIS RESPOK51BLE TO INSULATE OR PACTEECTALL ME BERS, PRO DISSIMILAR MATERIAL& TO PREVENT ELEC71iOLYSIS, 14, ENGINEER SEAL AFFIXED HERE 70 VAL DATES STRUCTURAL DESIGN A& SHOWN ONLY USE OF TH15 SPECIFICATION 18Y CONTRAC' 1,NDxMY1JEJES S. SAVES HARM�S THIS EfICININDI FOR ALTLOCOST & DAMAGes CLUDING LEGAL FEES 86 APPELLATE FEES, RESULTING FROM MATERIAL FARRICATIONr SYSTEM ERECTION, & CON&TRUCTION FRACTICES HEYON I, THAT WMICM S��UUEID FOR RYLOCAi, STATE, & FECIEWAU, :ODES & FROM 0111 Ps OF THIs PLAN. IS. EXCEP ASEXP"S�LYPAOVIDEDHEREt�i,NOADDMONAL UM-AT17ONS DR AFFIRPAT'IDNIS A" INTENDED 28. ALTERATIONS ADDITIONS DR colust MARNIGGS TO THIS DOMUMISN'T ARE NOT PERMITTED AND VNVAILIOATE THIS 1:6P-1ATION I? PANELSSHAULBEPE MANENTLYLABELED WITH A MINIMUM OF(I) LABEL iI EVERY20115ET C.N NG THE FOLLOWING IN FORMATION! ALLA EPICANSHVrIERSANOGI-ASS WEST PALM BEACH, TAS 201, TAS 102 A. TAS 203 FLORIDA PRODUCT APPROVAL NUMBER LD Ln A, US In LU --A Z 1 I F 20-31543 VISIT ECALC.10131543 PACE DININNIUMON, VERTICAL MOUNT ELEVATION (NOTCHED PANELS) `-T ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANEL - MINIMUM StORIA PANEL stPARArKXv FROM GLASS (MINT17, WIND ZONE 4 S, ESSENTIA11 FACILITIES) 1 MAXIMUM DESIGN( PRESSIU, ALLOWABLE INSTALATIONSLESS 441STALIATIONSCREEA1111 IPSR SPANI(Pol.]i I T10,113VABOVEGRADE IMANWABOVEGRAOE '1 -1-3111 IWO. 1 2-16 MY ./-35 1 Ps 64. SAG ON 2,160, .14S 1.30A. 1-16 In IN 6.96. 2.16 1. 5PAN bILHEL)LILL N01t5: I ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD % PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE IS ACCEPTABLE FOR USE WITH POSIrVVNE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2 'PAMEt FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ff".1"LACK. STUDDED AENSUE, ETC) USE 6 J5 C C. PANEL FASTENER SPACING TABU VALUES ALL . H . AND *W-HEADERS, (INCLUDING BUILD OUT CONOMONS) 3. UNFAR INTERPOLATION BETWEEN LOADS IS ACCEPT ABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: I ENTER SPAN SCHEDULE WIT" POSITIVE DESIGN LOAD TO DETER14INE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2 SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT EUGHISP LOAD 3 FOR INSTALLATIONS OUTSIDE OF THE MVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPAAATION FROM ME PROTECTED OPENING IS REQUIRED, \1(3 MINI1,11LIM ALLOWABLE SPAN SCHEDULE L TOP MOUNT -IS PY 05 L4 L . -H, 0' Or Ir 2T Irr 2W 22' 2� 0" 24" '23' D.k,,sa �Uo HNNINIPt Or' Cr IT 23' 2IF 25* 22� 21 0' 2C 26" 2,5 A u, PNHiXNHr F -ff� -7C -2wr -; 2, g 2C 27 3�� 111 2.56 ERHXJ Arel. 23r 23' Zr I 1" 30` 31- '1' 30' 13' 30" W 33T 0 auadoitt nr T;aPA 24" 24* 21- W Ar W 21H AT 21 4r So Sr 'r T,.a 25" 2r M 31' SOY Sr 30 ST 25F Ur Stud AN* it - 21r ]:If] L 0 1W HiPNhM 0' Cr 23` 24 25' Zr 2,1` 'P ANMI T,si* 2C 7(T 2r SO' 4r I SO- 29, 1 Ar Sext �� itSe MNXANH IT Ze 11' JIG' 31" 11' 3T L r 3r ST W CUT �,55 1 Re PRAM aLASS ISACQUoift) weEN PAN14. MAN - NOTED NOR .SMICT. -INYING -11 - Au, -, MCIVNI-St. I- s;CH, �Csoxss AN. LD VrO I MO�PTING C-Mo`PYIi. EOPHRID sti-ITON .� %NIS, sM&u EX F 'Noul, -es Po NOTH, 2:" (.1- UP ivrr- S-- "'Tew" 0 " 5; OR I J`I O.0 I PAWLS NP. SPAM 11 HHNXMNUNM "M4,51 on I I I or THE -QM`H, "0' OF 00THOM, C�V`Qli All < PENING IMER -PRL . I. P.MG APPY -P-- -IT- SMOIPNX� IN L QPTNAL INTERIOR FASTENING DETAIL N.T.S. In R, g LF) M INION r-OR < 2 ce -21 ULJ X: < WIG S xCPXPNPU` RON. 'Mirot IPCs < IT -1. 5 it -7 1AME, I Moum, I 100" TYPE As RIFF) I, � A KjOWNt- 20-31543 ;ZZL�. . mA. 1. PAK'M.. 1UNiCIPPI-1 ol.l. MAREPS 1-1 -DN. M ZIQN6L EGRESS PANEL DETAIL FAST . ING rNAKO . 0 CAR 2 250" 41 X --0 05& 00941 0 75 e 0.0 U, ULLZS"_ IES GA is J �3.120` & I TYR TIP 0 094" 094" 1830* :�ipDE, lb. D62 6 37511 T."i2l 2 000, Z.00G TYP 2 020, 251' 2.00W ZDOW U 12 wu-cv -ur� HEADER 380" MAX 0 313" 11?k, IT L+OD?- / ? , IS 4 14,975" PANEL LENGTI 1 r----':77T fmfTT Lf 0 o9o, RE 12.500"PANE1. COVERAGE -, IT a', 13.T .3 DS' (.A TYE TYP V AG.UT U) -OUT 'r IRA )'r TRACK BUILD TRAC11 ""A Aloft adna C9 < -P p, "=ED U-1 IL E LE -TRACK fEXTENDED1 1,0001 in -OVERLAP 2S'MAX. MAX CGRNSRCLOEVI,� -AIL a .23* IAA MAX It LU CXS7ANCE -14. ILD-OUT 1 ODD' uu L11- -11 T" -P EMSED -1 1 --sr -OVERLAP `.Uzu. MAX I ICY X, MIN F, COMIERCLOSURE DeIrAIL EMBED N*I LME MOU In CLOSURE DUAIL HTS IV i ANCHOR SPACING SCHEDULE: 24 1AUGE PANELS, PANEL FPSTENERS 9 12 S"O C nx,= M., ME IMMM M Im gum M WIN. PINE I LN M 00 R/W , /;� mam"s 0 M a WO 1 (1/110 WOWS IWIll 111XIIII F/////, WM � IIWIIII ... -11 eYeei-1. Illir D's.." ...Rae TSURE Type ('s" IXMM 11� "I �il-o N ,, H, "i"., C3 C4 n .2 C. - C. C1 - C4 ul. ENSED 33 4. 48 SI, 1Z 12.5- 16.v, 16c" 20.7' 125' ISO" u51' 2.5" 12, 5' 16.0" ir-a- 6 1�5 ISO., 1AW. 8 v IZ 5- 2A�L is T AL- S2 T, ..D- I. a-, . J 12.5, 16.o' 16.o" 7.51 12.F ISO' 14.7 6x- 323. 1-6.o- 34.7 60, vi S , ., 1 I: a, � .* 0" 14 7 " 1 iri]" 1. 5`1 12, V' Is.,, 15 0' i't 1. 0. 14 id 5 n" 12, S 1?05* 161.0- 1. 7 IT' Id -IT' 24 7' 6 D' .14 1 1. ur� Oil- 33 w000 8CRFW 41 41 D li, 72 1/4" . I -Ile CX81D 33 T"CAN,c� 41 48 Se 125 16.0' LSD" MY 12.5" 16o' i2,J.' ' 0" 12S 16.D' Joe' 6.2" L2.5- 166ap 14.1% SI" IZ.r A�i.L 91" Ss" 125P 16.D' 9.7- Sk" 11,1' T, "I L25" 12 5 11.1 ,, I, 1., 11 1�. 16.0" 9.6" Lao" I&Q� - "i 5.6" 1.11P Izv',5w, ILS' 1 .51 110' MO' JUSA., 11, � 5'a : 01 3 sW� 5,6" 11 5� - 1Z TP 1 11 12 5" 12,5; 10UD" 9.6' 5.6" 1-. a. So,, 16.D' IA" 5W' .0 11. L2.5" LED" 113' 1 L MO' K,�114 1 2 5 I&D' 1 50� ILA" 12.51, 1.6411 ;allnq 12.5" Is.o SLI. 12.51 i0l 105' 12.5 12 T 16pol, MC), 9* 1- 71", , 11" "'so 23 .. I.N., "' 1 41 V1o`0. -Mc 48 E,E ,2 L2.5" 16.w e.6, Ia. I ms" 19.8- 5.3- 4 L2151* ICUO' 7 a" I� TP " 1" 12.4 - 4a' 42- 12.5 15,4" 5.9" 1 25" ILT, 12*3je 4�41 4M4 11:2�- jcr� 5.s." . Jw. JZ V� 12.3- 4.7" 1 13" 6 2T' 12 T' 47'� e.75!1 IZ V, .2�- 4. .- ANCHOR NOTES: I ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEILEIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND P115" RES INDICATED INSPAN SCHEDULE SFALLAPPLY. Z ENTERANCHOR OiEDULE RASEDON PAWL FA57ENER SPACING, 7KEEX15TM STRUMFIE MATERIAL, 6 ANCHOR TrMPE SELECT DESGG IN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREAT Fit THAN OR EQUAL TO SH UTTER SPAMSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEE� 2 FOR WENTI FICA TION OF CONNK-T ION TYPEI. 3 PANEL PASTENEW ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EN"IALISIONS f-F--TRACK,STUDDE0 ANGLE, ETC I USE 6,25' 0 C PANEL FASTENERSPACING TABLE VALUES FOR ALL `H"-ANO'U'-HEACERS (INCLUDING BUTLDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATION& S. HOLLOW BLOCK HOST STRUCTURE SEA L CONFORM TO ASTIM CW BLOCK 5 MINIMUM EMEEMMENT SHALL BE AS NOTED IN ANM+Oft SCHEDULE, 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES WALL FINISHES SHALL BE LIM17ED TO 1.14" MAY OR SHALL BE VERIFIED BY 01-HFRS TO ADEQUA7 ELY TRANSFER LOADS TO MOST STRUCTURE Nr 8. CONCRETE A _HORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONGRETE ONLY 9 WHERE MST114GS7RUCTUREIS WOOD FRAMING,EYISTINGCONDITIONEM46Y VARY, FIELD YEFUFY THAT FASTENE% AFLE INTGADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSUKF PIECES. ID WHERE ANCHORS FASTEN TO NARROW FACE OF SIUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' 9 4- (MIN.) WOOD STUD ()I,' EDGE DISTANCEIS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUMEFIN PINE' C-0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEY HEAD, I ' REMOVABLE A NCHOR5 ARE DEWALT PANELMATE. AU-POM75 SCILID-SIET S, BRASS BUSHING LZ MACIMENE TV:P EWS SHALL HAVE IP- MINIMUM ENGAGEMENT OF THREADS I NTC THE BASE AN A AND MAY HAVE EFTHEP A PAN HEAD, TRIUSS HEAD, M WAFER HEAD (SIDEWALK BOLT) U MO 13 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. OTHER WALL FINISHES. 11 M DEII NATEE ANCHOR COXVITIONS WHICH ARE NOT ACCEPTABLE USES. � III IS LINEAR INTERPOLATION 15 NOT PERMIT`TEO KV USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET 1 20-31543 1 V. > 1-r 0- clitti E ke 1 8-W " �:(Lqq LLJ ILE) < LLJ 2 o R 2 1 A 20-31543 9 Q) r- U) -0 -ib > 0 (D L) D (3) L- C�L CL 0 -CD 0 " co 0 a- U) -t-- (D 0 -0 0 0 = cz C= C:> LIL 4-- Co (1) CZ E- L- 0 Q) > 0 Ln -+- co U) < Z Z W =I 00 C2- C:) jtZ C LS c- C=o cj=- C'Ml C'n" 4= it C's4 CL CU C13 CD Mell: ILI Clur tj CU 'Pi E CLI C) (3) W 0 L- CDL 0L 0 CIO 0 L- 0- 0 120 LLJ :E Z SHEET NO. SH 1.5.