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HomeMy WebLinkAbout6794-6810 Ripple Pond LpABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or 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 FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator Be 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 BookSheit FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. 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 Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB . Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring 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 MIL 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 Mi=. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL 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 PED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or WIC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) 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 01/21/11 1.0 NEW CONFIGURATION 08/22/11 1.1 REV 1501 KITCHEN 09/14/11 2.1 VALUE ENGINEERING REVIEW 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE 12/19/20 5.1 FBC 2020 CODE UPDATE 02/18/22 5.2 NEW PLAN NUMBERS PER C.M - ■■■ ■■ — — — --- — ------ ----- —-------- NE/�I• ■�!■ >•: 0101101 / /Ili //!'!/ ■■ ■■■ ■■■ �- - mll I ■ice// ■/�/�ooni I/ ,� Imo' I/ »I/�i/■��;Ir ■■■ ■■■ Emmons /, _ ■ I/ ■ �I ■1 # I/ ■ �'/ / I� 6 - UNIT TOWNHOMES Im IF= ININ/�R INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 BUILDING P_ LAN_{Righht) {�„U 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN "� z 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN L1 LINTEL PLAN & DETAILS FP-1 FIRE PROTECTION DETAIL SN STRUCTURAL NOTES SN1 DETAILS S3 MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 FRAMING DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE 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. 773 %ZSS O 1-O N r• () N ao W IL o CL tL 730 `- LY! C N .0 V4 tt5 0 M c:.cVY L L O O a r0� -,a r //l7S 9IN ! 901 h�o best Whe E gineers kr dga, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E p 8 O N .. , iK CD G r W in��� 2B (Cr1 i LL Q C -J W W I� J LL V- a G Z �o 01 So�- S A W r°�o'°' m _N IL Z N N Z G Z OU U z z z o � v J - M U) � z o � � W U Q A O W 8 V) c C14 U E g 1 ! z� = U Of eq m • eq S o � M � w Z LL- 21 E � os z® Q ca o � ZN I- O OC 0U ¢ Z wz N i ra F o ZC C uiO 9� T� 3 g U a= W >> T � y O N �I C> O °zw 0 a � �N 0 >LO Cn CID rn O > M 1117) � M L T CID O O ai 00 60 U) O T m Q N M N co Q r 0) ll) Cfl ui 1 00 o m 1� E y Z c ry a E v M � a o c 3 JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 1 TEMP BIR SHOWER ENCLOSU ON CURB Z( L LAUNDRY INTERIOR HOMES SHOWER OPTION BATH 2 S-0" - - a00000 c� DW 2" 2'-9" 2"1[ 3 " 2'-0" KITCHEN - K2 INTERIOR UNITS REINFORCE WALL 036.A.F.F. FOR POSSIBLE GRAB BAR PER FLEX ROOM SHOWER ADAREO.-� REINFORCE WALL 17' TO IT A.F.F. FOR POSSIBLE WALLH BENCUNG H SEAT BENCSEA PER ADA REO. '-- M BACKING -Y MB2 ADA REQUIREMENTS - BATH rAl I M6 -J I 2 25 SH EGRESS LANAI 9'-4" CLG. AFF CONCRETE OWNER'S SUITE 1'-6" 10'-10" 9'-4" FLAT CLG. 8080 S.G.D. CARPET 3 NOTE: FIN. WALLS TO BE FLUSH FIELD O '-1 VERIFY fV f 12-114" 2868 �D 3 FP-1 LIVING T-O" 5'-11 „ 2868 2868 ROOM I = 9'-4" FLAT CLG. CARPET { = ED O. BATH I I WIC I ;. I 9'-4" FLAT CLG. I '4' FLAT CLG I = w TILE CARPET I v o 13._Ot„ -- ; DINING J 9'-4" FLAT CLG. KI-A„; T-34" o. a. T-04" CARPET FLEX ROOM 9'-4" FLAT CLG. CARPET Low `19 CN V-6" SIM. w/ SYP STUDS @ 12" O.C. 4'_9T„ G S3 5-SH r 5'-04" = M S3 M CV - -----� 2868 868 A • I (3) 2x4 #2 SPF w/ LT OB BATH 2 w/ 3/4" ANCHOR BOL & 4" FLAT CLG. (10) 16d NAILS TILE R&S 2868 2668 BF 4'-94" T-031„ NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY BEDROOM 2 9'-4" FLAT CLG. r CARPET 4" .-4" 1 2868 f4 -7° � I 0 1 I O I o �. IX OAP K2 c W I p I o D/W Z KITCHE I -- IL--J 9'-4" FLAT CLG. w/ STUDS G TILE REF I { @ 1 " O.C. S3 3-4 " 5'-O" 2' Q { 2068 BF XH4 °' D NF 2068 c=n S3 5-SH 0. 1. } I --- 2868 31 LAUIV. I HANSON BOX 9'-4" FLAT CLG. ;O ( @ 36" A. F. F. TILE Lu I DBL. of DRYER VENT THRU ROOF 2668 BF 2868 SC BUILDER TO LEDGE OF SLAB 2" PROVIDE BEYOND WALL APPLIANCE 10'-8"I� /I OWH• PROTECTION y? WHEN REQUIRE j X\- j PER FBC FOYER LNQJ O 9'-4" FLAT CLG. N TILE 3068 ENTRY�, 1 10 9-4 CLG. A.F.F. CONCRETE 1 -CAR GARA E - - - - - - - 9'-4" FLAT CLG. AFF CONCRETE _ - - - - - - - - - --- I I I I 710 op I I I I I - I I K I I I S4 I I I I I I 8070 GARAGEo DOOR 60 ::� 60 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 314" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX258 S.H. 13 20X388 184X374 S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 184X71J S.H. 1 H2 27 1/4 X 26 26 X 25 } S.H. 1H3 27 1/4 X 388 26 x 371 S.H. 1 H4 27 1 X 50 1 26 x 50 S.H. 1115 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 J X 25 1/2 S.H. 23 37 4 X 38 8 36 J X 37 3/4 S.H. 24 37 4 X 50 8 36 J X 50 S.H. 25 374X63 36}X621/2 S.H. 26 374X72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 8 X 25 J S.H. 33 54 X 38 8 52 8 X 37 i S.H. 34 54 X 50 8 52 J X 50 S.H. 35 54X63 528X624 S.H. 36 54 X 72 52 8 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1397 - FLOOR PLAN SCALE: 4"=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 CD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 UG SEE SN SHEET off 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 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 11'4' TOP OF MASONRY WALL 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 LIVING AREA 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R4.1 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) A G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. N JI O alo - U C\1 d M. LL r '6 O G (V < IL a-- E C c� U'0 > > d LU soilllillllil,n CT S - '. .M tK � f Gc ' cJ 104 F To the best of the Engineer's knowledge, information and belief, the structural plans and speci8cabons contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W �* E O Q M 5 04N 0 .0d 9- a � `` u_ a 0 W11 reNro O O °f °' m Z N M=Qr N LLW (i t Z CO W ❑ ❑ z5� Z 8S z o a. to z ,g (1)2 � C4 ■ N �O W Ln y4 W J - 0 c c M w Z 2 LL_ zaR g E ss wj � EO E Fco � � � s`� o Z 8 E $ mow ig z J 0 N J m C Q W Z Wp 0 J '6 `Z �N 0 B > In co 0 O M ILO r- L r coo O Q M � i 00 _ 0 0 Cr U) 2 O m Q 04 04 O -0 M N CD 0 Q 0) 0) 4L6 t LO o z E a _J¢ o 3 JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 2 4" T-3" T-3" 6'-10" WIRE SHELF oom ® o_c�e�o WASHER DRYER (OPTIONAL) (OPTIONAL) -1 3'-9" T-6" 1'-9" KITCHEN - EXTERIOR UNITS g - REINFORCE WALL 36- A.F.F. FOR POSSIBLE - GRAB BAR PER KITCHEN SHOWER ADA REO.-� REINFORCE WALL 17'TO 19' A.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REO. 2x6 BACKING LAUNDRY MB2 ADA REQUIREMENTS - BATH I „ 3,_211 3,_0„ TEMP BIPASS SHOWER ENCLOSURE ON CURB EXTERIOR HOMES SHOWER OPTION BATH 2 rn� 14'-0" 13'-0" 3'-8" 101-4" 1 V-8" 1'4" 2 25 SH ■ ■ ■- - - - - - - - - - ■ q EGRESS ■ © I I I L NAI I ■ 9'-4" CLG. AFF 1 a0 00 CO CRETE `O I 2' 0" 11'-0" OWNER'S I 1 SUITE 8080 S.G.D. E- ■ ■ i■ 1- 9'-4" FLAT CLG, o CARPET O I ■ N NOTE: FIN. WALLS TO BE FLUSH FIELD I 3 VERIFY FP-1 iv I LID N � o 12'-111' 2868 ■ N T-O„ 5'-114„ I A S3 - 286800 2868 L I I N G I N I r ROOM ( 9'-4" LAT CLG. a, io ICARPET - 0. BATH i I q 9'4" FLAT I I W c I CLG. I cc TILE I 1 '- oa Ix W I C I v ■ '4" FLAT CLG CARPET I O L0 M I I A in O I 5,4,,, T-6„ „ I 0" N i - _ 60"x36" I HW . AN TIL L--- - ---- I T A.F.F. R&S "�" `~ T-6„ 306 t 5-SH FOYER - - - - - - - N 9'-4" FLAT CLG. 9'-4 ih ).F F. REF 2068 BF TILE I CRBT I r; S IIMP W KITCHEN 7 r` 9'4" FLAT CLG. AISTUDS 42" HIGH I TILE 12" O.0 D KNEEWALL DINING N I II S3 SINK w/ SPOS L G I 1 - 9'-4' FLAT CLG. ' ( I- - - - S3 I CARPET A . I D/vV I �L ' I NO ' L---� t I I I I I I I I I I r it r it l ILI l l l r l l l r l l 1.1 G i I 5-SH Q Q D ■ H4 N s3 s3 sa I 0 'NLE/SH ER - 0TA.F O I ---- - rr� is 00 7-8j„ 6,_0„ CRYLI BATH 2 28 g 4" T-0" 9'-4" FLAT CLG. co (3) 2x4 #2 SPF w/ TS20B TILE w/ 3/4" ANCHOR B LT & 3068 I 1 (10) 16d NAILS ■ BUILDER TO PROVIDE H II I �InPROTECTION go APPLIANCE 1FLEX ROOM �' T I I o wWHEN in I I 9'-4" FLAT CLG. cr � REQUIRED I I CARPET w N PER FBC I I II ■ T-0i" - - - - - 4'-0" 2868 4' 4„ T-4" 7,_31„ - I -22NIX3 ''i I 'Q `ATTIC I N 1 0 L-AC�E6S J _ 1 ° ■ A CV HANSON BOX _ b S3 M z I @ 36" A.F.F. - 31 N Cl) LL DBL. I M 26g8 1-CAR GARAGE `° BF' R&s �I Cr----- -�U ■ 9'-4" FLAT CLG. AFF I oa I �:, I oa ' ! I CONCRETE 1 2668 1 BF N EDGE OF SLAB 2" 2868 BEYOND WALL DRYER VENT THRU ROOF - - - - - - - - - - - - - - - i G.T. I I I I 4 BEDROOM 2 I 9'-4" FLAT CLG. _ o C7 CARPET S4 co NOTE: FIN. WALLS I TO BE FLUSH FIELD I VERIFY ■8070 GARAGE(2) 25 SH O I EGRESS q171 - O 1'-10" 8'-0" 1'-2" 8'-0" 8'-0" 11'-0" Af 16'-0" 410, 27'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (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 WINDOW SCHEDULE OPENING PRESSURES ENCLOSED-EXPOSURE"C" rA +29.7 / -32.2 +29.7 / -39.7 © +28.3 / -30.8 D� +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET HO SEE SN SHEET W140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 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 R.O. CMU R.O. FRAME Ducts in the garage and ducts penetrating the walls or ceilings SIZE (Flange) (Fin) TYPE separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 12 20 X 26 18 J X 25 J S.H. nonmetallic class 0 or classl duct board, or other approved 13 20 X 38 J 18 J X 37 J S.H. material and shall not have openings into the garage. 14 20 X 501 184 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 x 63 18 4 X 62 J S.H. shall be protected as required by section R302.11, Item 4. 16 20X72 184X714 S.H. R302.6 Dwelling/Garage Fire Separation. 11-I2 271/4 X 26 26 X 254 S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 1 H3 271/4 X 38 J 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1 H4 27 x 50 26 x 50 S.H. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit r g O 11-15 27JX63 26X621/2 S.H. :all: From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or 11-16 27 X 72 26 x 71 1/2 S.H. equivalent appliedgarage 9 Above Garage - Not Less than 5/8" Frrom Habitab es Roo 22 37 J X 26 36 J X 25 1/2 S.H. Type-X Gyp. Bd. or equivalent. .0 23 37 J X 38 J 36 J X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less - � than 1/2" Gyp. Bd. or equivalent. 24 37 J x 501 36 J x 50 S.H. o Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied 25 37 J X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. 26 37JX72 36JX711/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 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 32 54 x 26 52 4 X 25 } S.H. greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable 33 54 X 38 J 52 4 X 37 J S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 501 52 J x 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 35 54 X 63 52 } X 62 4 S.H. with window fall prevention devices that comply with ASTM F2090. 36 54 X 72 52 } X 71 3 S.H. 3. Operable windows that are provided with window opening p control devices that comply with Section R312.2.2. 39X59 40 X 59 N/A S.H. Chapter 45 Private Swimming Pools DOUBLE 39X59 79 X 59 N/A S.H. Outdoor swimming pools shall be provided with a barrier r Q 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 9'-4" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY W 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 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) UNIT 1500 FLOOR PLAN GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE /LIVING) SCALE:Y4"=1'-O" /► G.C. TO COORDINATE PLUMBING TO AVOID �1 CONFLICT WITH STRUCTURAL WD. COL. co o cNs CA a) a) ll C w I1 "' C2.0 > E _ :u p O O O U = a 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 N8 $�6 IA M % w a U- W _ -ern a S2 W MN (_p W_ pjO' m w u4 Go CL LL M Z d J ZN O6 U W I'� V M V z_ Cn z z J a z v C1 T� TC N M U/� - 1 $ 0 r..uV) U ® ,.. U �Q c O Q N V C W _ ii■ M Cn U- Eo o io � > p aR 0 o0 "' rz a ow ggqOa K U ��Ez 7 V 8z L NC Y f g0 z t,5J �mw tl °o ez W� C ) �w xG o 0 �d 5 oN U) Cf) (o ` B 0 O CD M LO T s � T IL O CO � O ¢ M �"- � v 60 CrOb W ° r- O T m Q N CN c CY N rn a T 00 o Z � T iri w Z M C a E iv U Z G JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 3 NIT 150 NIT 1397 COMP II I II COMP NIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. I-- O N C� N C= X N C L [L 00�- O L-Lij t• C!) --- rll y ll .- 'uy -, c v, d < 3 ' >1 F L > � w • Utilti�tli`�\� To the best of the Engineers knowledge, information and belief, the structural plans and spedBcations contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 9) a g ��d��� dJ rNi a a CJ LL W LL q LL d a yY g 1 OC � W m CP m 04 Cl) Z Q J IL ZN O L) U W El c9 Z z z o v J a- to !7 LL �41> N V � Ou, Ul cn < 44 M = O ?� O ca U Z • r0 C Z Y QLL ZN N m z a� g� Nw W �N ' LO Cn o r O _M O M ICU ai T Ob cr T 50 T n V / D 0 Q N M N Q o' 0 r LO 00 0 � Z r E z a E 0a M _5 o JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 4 SYMMETRICAL COMP I I I I I COMP r r SYMMETRICAL UNIT 1397 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. t N (�) ao =SUN O 0 ILL Cl- LU CV �c ca ID cc Nd Y c Q Q a E c ttS p 0 0 V. 0 ui / LL — W iidd,ll 0 fy' N �, / .•.... . _ �. s' �0 l ,S1C) N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (A W E Q o N 8 Lo V� N O M J u- �Cp W ci J LL LL ri 1103 iZ — a nw W C t ra -ZANip O W o I` O °. W N °' m j z N Cl) Z I- J OU = W ❑❑ Z N Z � fqy Z izQ Q � J _ U) V) (.D LL O LL N _ E z 2 e; �i C Cn 8 Q Y • �0 CV O1 O w0 So Yi! z9 Q E V 'T �'� wa Z ) O o< <g $a �i �z N 4) y., o ` q a� m O `j C _ C 41 "@ iW aw O U W 3o a� J� 0 < H ;� 0 �p st pl4 r O Gy °N E . >LO CID LO r 011) L Co O O ai CM :3 00 v � v / � O T O T pp ♦� N c M C,r) N CD ui 00 cf m Z E M a o w v o a JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 5 PLATE — — PLATE _ — — — — EXTERIOR CM PLASTER ON DR T.- — — — —FRAME — I SCORE/ BAND --- FIN.FLR. 8 SCORED 3HINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS L ��� I>•Ittawt�� ww� �� a� A�IrI�` . tl fj'i}YtlT.iY`tiil '%•^� t,:i�tit..?r.,�xSN?;+'i.�;37 t��� k'�;IGf 1?}C'rAii.,hl%'� ar3 t.�.,..:$�??.�.�5>�:+'3,^�:v;•i. w yi Sr}.S�'L,1Si 'f."}';,!��� �,y �%.fi::.".c�+.?t.;.�,.Yia'+xNS�^v�tf: ,..`Ir.N'l.�Y}.iriSl'(S'`x!'i'I`„( .s:;i4k:!".k�f+,S�l?.T35:vai� __ �rslse>I ��� � � �_ ��� GABLE VENT ------------------ 4"SCORED V I NOUN nimlm MISS II0I TEXTURED 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (T'P.) ,2 e `-TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TVP.) FINi al _AS_"I1 1 IL-1 -F—T- J1 I'31068 OD70 OVERHEAD DOOR W70 OVERHEAD DOOR 3068 SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS t= CEMENTITIOUS FINISH ON C.M.U. (TTP,) ,2 �6 10an■ 30H 8070 OVERHEAD DOOR W70 OVERHEAD DOOR FRONT ELEVATION GNT�d'GiGR10GE VENT'�•��y"'�-"'�'�''`-I"'s""�-�'���'GFFRIGGE VENT��'GGGRIGGE VENT-b'�`�`'`�'-'-�T"''��'•'�'""'�i-�a'°���'OFFRIG6E VENT-��'GFFRIGGE VENT-T' SCALE: 1/8" = 1'-0" -..� �,-I--" - �.�.�� �-�. tom....—'�..�-,._•.T.�-._.--�.� ��.. ��..��,--.�,��..�..—..�.•- � •--�-�--•,.�—� a.,� � ,.�.-,�,..._�._.....;�: yam= .�-� PLATE — — — — — PLATE — — — — DOOR HDR HGT. m SH BOSO S.O.D. BOSO S.G.D. TEXTURED CEMENTITIOUS FINISH ON C.M.U. I) SHINGLE ROOF INSTALLED PER MANUFACTURER'S -SCIRED/ (2) 25 SH (2) 25 SH — — — — — — — — — — — — — — \— TEXTURED CEMENTITIOUS FINISH ON C.M.U. (n'PJ B'SCORED BAND (2) 25 SH (2) 25 SH - — --- — — — — — — — — \ — — — — — — — — — ------ 8060 S.G.D. 8080 S.G.D. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TVP.) ELE1- s 80809.G.D. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TVP) REAR ELEVATION_ SCALE: 1/8" = 1'-0" SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS EEP EXTERIOR ... PLASTER ON FRAME . SCORED TEXTURED ELEMENT SCALE: 1/4'1 FOR FRONT ENTRY DOORS SCALE: 1/2"=V-0" r-..r :.-,.-•. _�...—.::r.=-:�_.. i...,...,.._ PLATE HEIGHT - P - T C.WVEEP ?P PLATE - -- -- — — - PLATE - — — — — - — — -- ---- -.. -._ .. _ -- -- - - IGHT '----EXTERIOR — EXTERIOR PLASTER ON PLASTER ON HDR. - - _ --..__-_. FRAME FRAME _ — _ — — — — — — — — — — HDR. HGT. - — — — — — — — — — — — — — — — — — _ __ _. __ _ _ — — — — — — — — — — — -- — — — — — — — — R ®® 7 B' SCORE) D�i S SCORED 6B 9l:OREO 8' SCORED b' 4 BAND BAND BAND ri BANDEI O ~ - 25 SH - - 258H 25 SH 25 SH 25 SH 25 SH 2S 9H 25 SH --2S SH 25 SH .. ...... «�_r:;.'_ •..,. .1 :, r t�i .:>4. :w.. a .,J �.a. v s �..1 .7: 00 n J.r. ..--' y,+. rr ...tom. 4..-, � :+'r. ..+,Lv.:,.�. .....,k•C•,; 8"SCORED 300 TEXTURED 8'3CORED 8"SCORED -A SCORED BAND CEMENTITIOUS BAND BAND - TEXTURED BAND CEMENTITIOUS FINISH ON C.M.U. FINISH ON C.M. U (TYP') (TTP.) LEFT ELEVATION SCALE: 1/8" = 1'-0" RIGHT ELEVATION_ SCALE: 1/8" = 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. Exterior Covering 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. rl W li Ion: 16 a. 1-1/ I n /4"-1 r con I s ood App cat G x 2 o g (3 c o ) step e@ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head die. 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 a Y p Y 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 manufacturers 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 Fleshings 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 manufacturers recommendations. REV. 09.24.21 J � O N f1 G"] X La o o ►- t= 0- C; � Y N W < C .0 n O O J U F W 1111111t1tt11/�!� N ��s Zi� S 4Z -\G�� Tb of y (D6 S S 10 ell //! 1111 111't 11>>���` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is Only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ■ a J LL 2 LL W OCg,o P ion = LW N d N M Z = Q O W ao z z z a N )0 c �V1 � RI U 0 c a Cj � M W � LJ- Efl • Q Z (j C �g y iLL Z NJ g� W yW c > Ll) C/) _� — rn � O O > 0 M Ln T ^' W T Qi v / fil T� _ 0 (V LLO c M N o Li Cd eF' M1 00 T O Z c C JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 6 -... — 11 'V-."I r.-" 7 It i''I'' 7.FTttlFllflllRR"1■M '1NMI-IMIWi" , T1In" PIAgIw RA�s�17�l�ssENWlt�r.—.. _ I T 1 -... 1 11 1 0 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150At200A INDOOR NEMA 1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH D Range D HVAC .W 50=2/0 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND I nett SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 2%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 Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be:16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The Width of the sink or range Is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PqF DUPLEX OUTLET ABOVE COUNTER � W P WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET Q HALF -SWITCHED DUPLEX OUTLET I ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN ,0, EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� 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 JQ ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. DISC. WP GFI VERIFY METER LOCATION WITH BUILDER PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1397 - ELECTRICAL PLAN SCALE: 1/4"=V-0" o jl`O N M N >( c cu ti CL Cn ��-:tip - y ,D ui cis C: c s Q ✓ IL Q-- M 00 '>0- --W 0 N rn r� 0 To the best of the Engineers knowledge, Information and belief, the structural plans and speciAcabons 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 seal111111 E Q o 8 N o 01 ,,, ci � C � n m 0Lo 0 0) M a # LL C J LL W tOLLLL 0. a DZ 0Z Z M_8� WODOD m W LL=�NZ¢� N = OU 3 8 W ao 0 z z C3 z Q _ LL �4 N fU ,,, te �OW 8 V1 c 21 w t . -- Q S - S O o Z Q w ±j. E 0 ao Z e v� Uo ZOp E N M E8 qS aZ 1WWZ Vi C 2 ZU .2 m 0 ZLL Z Cl) ci) 3� QZ Z o W ci g $C a �w o w` r gl ° 3 2 CV In > Ln U) c / rn C) O t) l0 T n M L T CO O T� O T MQ O W 60 VJ^ m Q N •= o co CM N Q o N T T' 00 L0 Ul) T E �+ T vi C Z W E E 0 U v c a JOB NO : 22-05620-05615 SCALE : AS NOTED SHEET NO. 7 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150At200A INDOOR NEMA1 150 AMP/ 200 AMP I to lights & outlets t to appliances and GFI )to WH to Range 150=2/O 200=4/0 in 2" Conduit 200 amp 150 amp COMP. WP DISC. 14I �2'1 I TR h� I � UNDERGROUND connect � /J I I VV" v v <' I SERVICE BY POWER CO. I 21j I 1 4 Bare Cu Ground __ OWNER'S OPT. CLG. FAN/ 3a R I INTERSYSTEM � 11 #4GROUNDING WIRE 1r�Irrn /, `\LIGHT PRE -WIRE I TERMINATION PIER WITH CODE APPROVED SUITE G�I v v �n A �A%, NEC 17.250.94 CLAMP PER 250.50 AND / / f'� G 3 3p N N 250.52 OF THE 2017 NEC. I �(� �At 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 CODES AND THE LOCAL POWER/UTILITY COMPANY. Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance With R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the Installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would Include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET �...® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 6. iP4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Ot EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) �P 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 JQ ELECTRIC PANEL DISCONNECT SWITCH (✓ J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR (i J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK-UP. ALL SMOKE DETECTORS TO BE ARC -FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. VERIFY P/ LOCATOOP BUILDER PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1500 - ELECTRICAL PLAN SCALE: 1/4"=V-0" N q .S:: o (� 0 C* N o N Ml X CL W Q " N 0 t) M K cn 0 < N y/ r: a) •j ' ) W ;=0_0 �_-L�c:: !; O O 11 O W N O N rn 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code Residential 7th Edition. Engineer's signature and seal - is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N L 0 00 0�M7� a LL .J � LLw 13 ��LL_ Lu 0 W , 1;--.g R Z LMZL IL = -H 04 2 - d N O U W 0) ❑❑ Ut N Z Z Z � a S 4-J f0 z) " W O c U U a 7 N o w J "- 9 aLL � �a zu Q W v � -2 a_ QQ E ! a g& Zrn J pW 8U W Z w� _�'� 3 121) (V > Ln Cn _c — rn is O O M_ T MCo L T O O T MQYi� (may °° T Cr to m a 0 N P r7 c .0 M N 0 Q r 0)to CO N r- O E Z r Z a Ev U ¢ c °� JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 8 5x5x3/8" A36 STEEL BASE PLATE-i 1" L 5" L SECTION A —A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN �rM24 BOLLARD DETAIL SCALE: N4" = V-0" SYMMETRICAL SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" "D O N V) X c� U— O C � L CL ca 0 N � Y (n d �m N ' Q R �.+ C: C •'3 O O 0W ' ' ✓AV t.. ... •r•n1r J �. � iE Y 1.1 ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a w r 0 J i u I� M cq LL LLd _�pp pp d Q L Co CS W W_ Z = J NLLM OU N W L) oo 0 � Z N z Z ripO U) Q Y d N ^ � 'n c 1W1 T � U N W g � OLU U N sfm oco w x J <o E Q z o ao_ _O O t� C 4 7 W Kpp 7 U z � a r fi 51) �xQ� z cow _j 3 i o WC13 0 z LL az N w ° CN s > LO (� (o CI, CIS 1� (D T CD O M co QMMi T W 60 r^ Cr .6 V / T m Q Z N LO C •� M N r 0) CO N T U Lfi r rho Z N O m FL o U -j Q O JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 9 ROOF SHEATHING SEE PLAN DORMER TRUSS — 2 x 4 SPF STUD — WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BOTTOM EACH STUD ATTACH PER SCHEDULE SIMPSON MTS12 AT 32" O.C. ROOF SHEATHING 2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP. 2 DORMER DETAIL 1 O SCALE: 3/4"=V-0" ROOF SHEATHING TRUSS OR CONN. 2 X 4 SPF STUD WALL AT 16" O.C. WITH SP1 AND SP2 AT EACH STUD SIMPSON MTS12 EACH TRUSS ("_3 DORMER DETAIL I\IiO SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A SEE 1 FOR L-1 ADDITIONAL INFORMATION UNIT 1500 • I /—TRUSS (SEE PLAN) aJL 9'-4" BOTTOM OF A a.. BUCKET EACH TRUSS (2) - 2 x 8 SYP. TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF, LAYOUT CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ 8rr PLAN) (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24 O.C. w/ 5" 1 SECTION AT LEDGER EMBEDMENT O SCALE: 3/4"=1'-0" 0 91 ®Mm STAGGERED ELEVATION A -A UNIT 1397 GIRDER TRUSS (2) TITEN HD EACH SIDE OF GIRDER & @ END OF LEDGER UPLIFT CONNECTION CROSS-REFERENCE SYMMETRICAL � Alk I MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN SCALE: 3/16"=V-0" R Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 112" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-1Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD36 ` 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 wl (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 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 114" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME --- U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 1 605 12-10d SPT24 1 1090 1 1 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 20 10d x 1-1/2" ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS e1102n INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R N R (A) SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 1140.0 MPH WIND SPEED (ALLOWABLE) 1 108.4 MPH EXPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-I12:121 AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft HIP -35.94 -49.57 .49.57 -49.57 10 ;* GABLE -38,22 -38.22 -60.99 -60.99 -60.99 78.58 O 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r 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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O O SHINGLE: 7/6" EXP. 1 (24/16) or 1732" EXP. 1 (32/16) r TILE: %2" EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 3r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y/32", SHEATHING SHALL BE FASTENED_ WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. 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 >.r0 O U N 00 X O aM U_ W L In o Cz C (L' - ^ U) _ W ;3 fy U O r U J1 B 2 >UJ F%1 v ` ✓ lJ, � W U i .ram. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E $ v C YO! co Q M 0V LL J LL W LL g LL I C L Lu Z y a 5 L0 :r O 0; WM°'°' m N rp m IL J u4 N Z dIL ZN O U U W z N Z Z r= a N N - z r N � —_ LL W W O W 8 V) c N 2 C) 0 co w M � o � LL E o .° zo Q cE0 U an �003 zgE N � � 2 za) J 7b z Z N � a U W J = p �u il°d ag Ov 3 E) CV LO co o, � T A\ C) _M O M c0 Q T Cr Ob 00 T U) ° m O Q _ O N LO LO +� N o c0 Q c� LO LO LA 77 ai00 l�C j i� iii o Z Z E E N c _ a U � Q p JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 10 Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1/150 Rule Ridge 1/300 Rule Off -Ridge but no more than 50% of the required ventilation is provided in the upper portion of (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (measured vertically) below the ridge or highest point of the space, with the - --- - -- - -- - -- Total balance of the required ventilation provided by eave or cornice vents. Ventilation "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" ATTIC Provided (Values to be verified with Manufacturer Specifications) SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT SQ. IN. of IN of vented IN. of . of SQ. IN. of of ventilation to SQ. Ventilators • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ventilation vented be provided (See Elev) • STUCCO SOFFIT VENTS - 126 SO. IN. OF NET FREE AREA / SO. FT. required soffit ventilation soffit by upper Ventilation Ventilation "If not enough vented soffit is provided due to fire protection, the contractor shall use the needed required needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) -- - Main 0.0 2.0 Floor 1070 1027 147 514 37 257 - 276.0 (Zone 1) 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) 0.0 276.0 -NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS 2 REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 2 2 FP-1 FP-1 FP-1 FP-1 2 1 1 1 1 1 1 1 1 FP-1 1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 FP-1 1 FP-1 FP-1 I I ZONE-2 ZONE-2 ZONE-2 ZONE-2 1 a1 o wATTIC SPACE ATTIC SPACE ATTIC SPACE ATTIC SPACE I � 1 n rn 1 992 SQ. FT. FP 1 996 SQ. FT. 997 SQ. FT. 994 SQ. FT. I I I I i I 3 0I 1 3 FP-1 3 3 1 1 ti� FP-1 $ � a FP-1 � FP-1 _FQ 1 O 1 rn "' n U i,j is � •c 00, I I I I I ZONE-1 FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD ZONE-1 1 LOCATION. LOCATION. LOCATION, LOCATION, 1 I ATTIC SPACE DO NOT BREACH00 DO NOT BREACH DO NOT BREACH DO NOT BREACH ATTIC SPACE 1 1 1072 S . FT. 1070 SQ. FT. 1 I Q I 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT J 1 I$ r O O LU 1 6:12 SLOPE RIDGE 6:12 SLOPE g RIDGE RIDGE RIDGE —� N RIDGE RIDGE sf Q LU I I I I Q I I I I I 9 1 1 9 1 1 1Cr I I 1 1 I i I I I I I I 1 1 I I I I i I I I 1 I 6� •12 SLOPE 6:12 SLOPE 6 E 6:12 6:12 SLOPE 1 1 1 1 1 1 E- 6:12 SLOPE � 1 6:12� SL�PE 6:12 SLOPE 1 LU I � LU "-4 a w n n (n IJ cC tG cC or I w I w L I I I I I I I 1 1-4 ck; or 6,12 SLOPE 6:12 SLOPE 1 L� 1 FP-1 FP-1 ( �Q w LL, do 1 FP-1 FP-1 1 w o I 2 1 N N 1 2 1or 00I 1 6:12 SLOPE 1 I 1 16-12 SLOPE I FP-1 FP-1 FP-1 FP 1 FP-1 FP-1 2 \11FP-1 FP -1 FP-1 4'-0" 4'_0" 4'-0" 4'-0" 4' 0" 4'_0" 4'-O" 4'-0" 4' 0" 4'-0" UNIT 1500 UNIT 1397 UNIT 1397 UNIT 1397 UNIT 1397 ROOF PLAN SCALE: 3/8"=1'-O" 0 r' �z O ;Cr)N 5X 1L CL O u J Ri J r t J 5 (5 __ -- C: C n O O ` U = ¢ ^ LLJ Q > CL J ' .PVC N �iJt W J rGi r - 1. ,- �; :; 1 (l'J' •Y^ti. \�• CNN To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) E O N V N 00 0 00 Co Q1 fh V M V C J LL W w a $ 90 W_�O'Q m w IL M Z Q J N J O U U = '0 W El 13 z Q /t� ''^^ N (1L), V V � 0 c �fn ZD U ' w r-- E I V® see r_ Cl) 4 J O a� � E U0 Z c�v It7 0 4 �z fC wz wg �� ms C - Y X m0 2 z di N J �b Fp a w � z 2 �O WC a O LL �w W W � �5 a 05 _g 0 �N 0 .y ICU a) g a; co 0 _e) a OD 00 vJ O T m Q 04 c M 04 0 LO Cfl 00 E m z � T— E z a. E 1 U °� ¢ p JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. 10.1 • +'' �'" GENERAL CONCRETE LINTEL SCHEDULE SYMMETRICAL • • • •J11" APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-16/1T 8F8-OB/1To IN TYPE DESIGNATION #5REBAR ATTOP O MIN. (1) REQ'D = r , N • • • ' " • F =FILLED WITH El::� _ `� � GROUT / U =UNFILLED c LL X 8RF14-16/1T 8RF14-OB/iT R RECESSED ° CLEAR p L ,• �•• ' `• 48L © O QTY. OF #5 ° a CIL- REBAR @BOTTOM I W r✓ Cy ;, • ; ;, r ; ;�'• ; OF LINTEL CAVITY a rJ 03 �J M M.U. ED 0 o , ° MS25 O D I vi i z GROUT O (fr .- •: -• LNOMINA t QUANTITY OF • 5 REBAR ATNEU J S� • • • • • , ,, • • • WIDTH #5 REBAR AT < BOTTOM OF N 8F20-OB/1T 8F20-1 B/1 T 8F1 6-OB/1 T 8F16-1B/1T NOMINA TOP ° LINTEL CAVITY OTTOM I ^� )' (0 ® ® O ® HEIGHT REINFORCING 7-518"ACTUAL u PROVIDED IN i f 8 NOMINAL WIDTH LINTEL- • • (VARIES) H U} O O MATERIALS •'�' , • ` ;; ll_I '•', • ' • �,'• ` • ', �•` 1. fc precast lintels = 3500 psi. > L L • • 2. fc prestressed lintels = 6000 psi. 8RF6-OB/1 T •' .' ,• , . 3. grouted per ASTM C476 fg = 3000 psi w/ • r ' , ' ILI :,L' 4. maximum 3/8" aggregate and 8" to 11" slump. © • • . • 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. ' . , ' ;; : • ; 6. Rebar per ASTM A615 Grade 60. ' ,,�', •, , • Pre stow sing strand per ASTM A416 grade r ±;;i+1;i ilrfj!'c-4 7. i • ,• '. • , • '. • 7/32 wire per ASTM A510. r� G *,' • • :. • �� • , • : 8. Mortar per ASTM C270 type M or S. 8F20-1 B-2T �'• Y J 0. ; • • • • GENERAL INSTALLATION NOTES = n) - � � '•.o • © 8RF22-1 B/1T 81F24-0113/11T 8F24-1113 T 1. Provide full mortar head and bed Joints. • • • '. 2. Shore filled Ilntels as required. a ® O O 3, Installation of lintel must comply with the architectural and/or structural drawings. I .\'., :) 1� �FLU ,. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate Q� • , • vertical cell reinforcing and grouting. � All lintels meet or ex O 8 ' • � '. • ` , �'. • ` . . • , . • , 5. a exceed U360 vertical deflection, except lintels 1T-4" and rn • ` ' • : • ;' longer with a nominal height of 8" meet or exceed U180. • •' 6. Bottom field added rebar to be located at the bottom of the lintel cavity. v. • ••'a• ,,`.`` • , ; •• '. , ; • ' , . , ; ', , r , • ` • ,7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. : ' ,-',`' g. Cast -in -place concrete may b8 provided in composite lintel In lieu Of concrete ' ' ' •' ' • masonry units. ' . • , • , • • ' ' L ' ' L ' L ' ` ' ' ' . • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ' ! • • ! • • % • • m 3 11. 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. o '' ,•': • • , ': •, :`' : The exterior surface of lintels installed in exterior concrete masonry walls shall have • ' ' L , - • - • • '. ' • ' . • % • • 'L ' a coating of stucco applied in accordance with ASTM C-926 or other approved IF -1 coating. LL _ . '• ; ,; • . ' , ' • �', , •,; �'. , ' • • , ' . . , ,; • �'• 12. All lintel dimensions shown are "overall" lintel lengths. O Cr Cr 00 13. Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) r ' ' • `' loads shoud be checked for combine loading with the following equation: r ' ,' • • `' . • ` ,'. • ,'. • , ,'. • , ' . ••, ,• • • • , Applied vertical load Applied horizontal load FP-1 To the best of the Engineer's knowledge, Information and belief, `• ; ;' • ; '� ` • ; `,' '• • ' ' '' Safe vertical load +Safe horizontal load O ���� I the structural co plans and specifications contained within these drawings comply with the 2020 Florida Building Code - ' • • . ' , • - . ' • • • • ' . • ' p9i Residential 7th Edition. Engineers signature and seal is only for ,• �� the structural engineering portions of the drawing pages bearing Engineers signature and seal. 11 8F441B/1T8F40OB/1T 8RF40OB/1T 8F321B/1T 8F32OB/1T 8RF301B/1T 8F28OB/1T 8F281B/1T I H g E CCND Y O I p v 0 N 0 ALTERNATE POWERS ire�JLL LL w STEEL LINTEL LINTEL PLAN NOTES: �LLg a x z'2� 1. THIS PLAN IS TO BE USED FOR STRUCTURAL q o W o co m n g i INFORMATION ONLY. #S REBAR.(1)RED' 1-1/2" CLEAR AT TOP MIN. (1) RE2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE z " TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H W 3. THE NUMBER OF COURSES OF MASONRY REQUIRED O �, BETWEEN THE LINTEL & THE BOND BEAM SHOULD BELu z C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Z: IL 13 IL i?st;x '-Pm 4. THE CONTRACTOR IS RESPONSIBLE FORcl- o o W W J COORDINATING THE PROPER LINTEL HEIGHT. r - W WD0 I O T z 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM a co ] N N <V�'o 5REBARATBOTTOM DEPTH REQUIRED FOR THE DESIGN LOADS. THE " I (DM w aoo i A S INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR LL.0 cn1 PROPER LINTEL HEIGHT,G.C. COORDINATE. GAUGE POWERS (a .- cn STEEL BOXED LINTEL I U POWERS STEEL BOXED LINTEL NOTES (ALT.) ' _ r- E I ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE Of# ' 1. Refer to manufacturer's specifications for installation. o p i p 00 SUBSTITUTION a@ ALL LOCATIONS UNLESS �10 2. Contractor to provide proper protection of lintel to prevent rusting. Refer to manufacturer's specifications. E G G E o 3. If lintel is scratched or damaged refer to Powers steel for repair. NOTED OTHERWISE AT OPENING LO CATION C/ 4. Lintel depth to match precast depth. One #5 Bar required at top o see lintel plan/details for bottom steel required. 0 y 5. A bonding agent must be applied to the Steel Box lintels prior to rn E s z applying the cementitiuos coating. See contractor specifications O O E _ ma to E) ¢ r o O E Z w 2" DIA. PIN #3 SHEAR REINFORCING=;I. J Z $ wo N <� @ 16" O.C. gy zx K.O. BLOCK COURSE H H H Z O o _ oo w/ 2 -#5 TOP ( MIN SOLID 3 O $ a= O 4 GROUT) O MIN. MIN. MIN. I W cifIr to r (2) #5 REBAR @ BOTTOM A C> _ � o OF LINTEL CAVITY UNIT s �I 1500 UNIT 1397 UNIT 1397 N 4: SYMMETRICAL PRECAST LINTEL UNIT U-) co BY MANUF. o j � 0 (M T � T- r S25 LINTEL W/ SHEAR REINF. M Q Ob Cr N.T.S. REV 05.02.22 CAB � oo LINTEL PLANca SCALE: 3/16"=1'-O" H o C CV) CD �( c� � E c Z m � T iii Z E y d U 0 Q p � JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. L 1 IlIl1•LL � _ llsl. FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUW - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSUUL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/LILC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U905 June 10, 2019 Bearing Wall Rating - 2 HR Nonbearing Wall Rating - 2 HR FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUW - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/IJL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U301 September 17, 2019 Bear] ng Wall Rating - 2 Hr. Finish Rating - 66 Min. This design was evaluated using a load design method other than the Limit States Design This design was .evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or Design Method, such as Canada, a load restriction factor shall be used -Sao Guide BXUV or BXUVT BXUVT " Indicates such products shall bear the UL or cLlL Certification Mark for Jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 ia[ ' '� 3 11_11 l 'q...-!¢ I'r 7.5IS" mIN. i I + a.,. i ?,,JamI 1 k 9 '. t4 71 JY rsartzontvi; Section 4 1. Concrete Blocks' -Various designs. Classification D=2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar - Blocks laid in full bed of mortar, nom. 318 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent- hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. Wherecombustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (item 1). 4. Loose Masonry Fill - If ail core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite Loose fill insulation add 2 hr to. classification. 5. Foamed Plastic"- (Optional -Not Shown) - 1-112 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions.- 1- The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement"Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: 'T 2019 UL LLC". UL and the UL logo are trademarks of UL LLC 0 2019 All Rights Reserved. GA FILE NO. ASW 10012 PROPRIiETARY 2 HOUR ilk? !a 64.`STC FIRE seu NO 9YPSUIN PAN CL P RLIOIJ1111T$, -$TCE L:14 STUDS cJ,R 1 �t T.��el ,r..ti r 1' )+ 2t •a v J- ::_ ; x X �•r �.•q 1;J'rs a 'rat; sl ' us1- J•nJ JOL"I.:w ". U' 9 ;JSJ'u Jr 11a,_ CN :'i "Ji� II 1'lIJ II al' `e1JC1L' "II J`i JC "uJ •1„}',C:{J7 Jrl.:rlee'I �.SlL' {,X, INJfJ'K.!'1 .i .1'ICI JIiJi1L•'1.'. ��, ' i '"a.n -ig :.ri "'id C.LcW :r; d.Ae1I d ` m, •11e 4C g-d. !tire J •t-a .tl .r'1 ►! � `.iJi7L'. : IC - - - - - - - - - t - I, •t S 1 I t• R .rc1a oa u lu Ie I.. Jv W-.v al .� : ra' :+.�k: ar Gt 1`. u `;1 .;; rr: X 9 :n.J u wa ocu xl a- J •,-Ic7L•.�u ed xJcX9yreJa .0 :laidJ.AJC-V,-4 a .1u s.sxt cw•uWJ_V_1 ::. cu'c• : ia',,Arl ,.Jd 'Mr.'1 Z x'L :�J �JCSXI ' +r .'1 .� J J J4J' a :J1rV.1-Cl I `, do d- � so J-0 sest�ul JId ;7.`1 'x- 'I`e.Jdk,Lu 1wi uu.,l.ck.. a` mpgrruy-o�pwwmwm PRODUCT GtXJJ'PJC cG'n.J71__+_ i' �trAJ.iJ;.I:JSu'_•x I' i r 1 'L 11s1'�, auu•IJ: Au 2_6 i1JC I.: 9.7' J3.7 _ 'Yc'T<_-_: 5%, LI cgs 1290.1t-ts 94. *31V�+(�'1 GD 40, 120 04: f l t95 129: 0 1 s 914: +r (Ie.940-,1e1&t'1'cc. 12-3&0) : 4 14Ot-..I� uJ'r.FTue.: U`.;Y.l eii 1A T.49 W, 3. 11 iO J9 * Indicates suchpiroducts shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 16 O.C. 16° O.C. ; 1. Nallheads - Exposed or covered with joint compound. 2; Joints - Exposed joints covered With joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As cliam neaps. 4- Gypsum Board - 5/8 in. thick, two layers applied either horizontally or vertically. Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC. -Outer layer attached to studs over inner layer with the 2-318 in. long nails spaced 8 in. OC. Vertical joints located over studs. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. When used in widths other than 48 in,, gypsum board to be installed horizontally. Georgia-Pacific Gypsum, LLC Design No. GP/WA 120-05 Non -Bearing Wall Assembly Area Separation Wall ASTM E119 Rating2 hhors--W 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. 2. Gypsum Board: Metal covered using 6-In. (152 rnm) wide %-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or %-in, (12.7 mm) Tough Rock Fireguard C gypsum board. 3. Steel Studs: W shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in, thick galvanized steel. Cut to length %-in, less than the openings height and spaced a maximum of 24-in. (610 mm) o.e. 1 1. CONCRETE BLOCKS' • VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR . BLOCKS LAID IN FULL BED OF MORTAR, NOM. 318 IN. THICK, OF NOT LESS THAN 2.1/4 AND NOT MORE THAN 3-12 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1.12 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC' • (OPTIONAL -NOT SHOWN) . 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 WOOD TRUSS OPT. 6" WIDE BOARD BATTEN GA ASW 1002 STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2)16d TOE NAILS @ EACH END - INSTALLATION PRE-ENGINEERED ROOF 2"CLG. RUNNER FIRE CAULK TRUSSES AT 24" O.C. MAX, RUNNER TO SHEATHING SEE FRAMING PLAN FOR ABOVE AT EACH SIDE TRUSS DESIGN (2) LAYERS Vx24" PROPRIETARY TYPE "X" GYP. PANELS INSERTED BETWEEN 2" FLOOR & CLG. RUNNERS W/ 2" STEEL H STUDS BETWEEN ADJACENT PAIRS OF GYP. PANELS. 2" FLOOR RUNNER W/ 3/16" DIA. x 1 314" TAPCONS AT 16" O.C. f :: FIRE CAULK RUNNER TO BLOCK WALL EACH SIDE - ..� NOTES:. 1. SEPARATION WALL IN THE ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GA ASW 1002. 2. MASONRY WALL PROVIDES 2-HRS PROTECTION PER UL-U905 (1) #5 VERT. IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 12" CONC. BLOCK (TYP.) PER UL905 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 33" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. DENSGLASS ULTRA SHAFT LINER 3/4" MIN. AIR SPACE SCALE: 3/4"-V-0" 30 LB FELT (SHINGLES) _Z FIRE RESISTANT OSB 7/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL 2x4 LEDGER @ 48" O.C. - MAX VERTICALLY NAILED TO TRUSS WEBS WI (2) 8d (TYP.) EXTEND BURN CLIPS PER FIRE WALL MFG. SPECIFICATIONS R30 INSUL. MIN. NAILED INTO 20 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. w/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. EDGES \-SIMPSON RBC @ 36" O.C. w/ (6) 10dxl 1/2" NAILS INTO TRUSS BOTTOM CHORD/SCAB & (3) 114"4 3/4" TITEN SCREWS INTO MASONRY. NOTE: RBC CLIPS TO BE INSTALLED PRIOR TO FURRIING STRIP INSTALLATION (TYP. ON BOTH G=FACES OF WALL) �:1x P.T. NAILER INSTALLED AFTER INSTALLING RBC'S 12"xl7x8'CONC. KNOCKOUT BLK. wl (1) #5 ROD CONT. FILLED w/ GROUT MIN. INSUL. PER FBC GYP. WEI. "S" MORTAR (TYP.) 4"x4" INSPECTION PORT. AT EACH FILLED CELL (TYP.) FIN. FLR. CLEANED COMPACTED ,' "� " •� & TERMITE TREATED FILL 1'-8" x 1' 8" CONC. FTG. 1,$„ FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. / 3 1 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE:12"=1'-0" A -_.. EXTEND THE (2) LAYERS - OF 1" THICK USG GYP. - = - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA ' PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA 2 Hour Fire Resistant Soffit SCALE: 3/4"=V-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT' (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. �• ���. ��'�-. TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL PROVIDES 2-HOUR J ` PROTECTION 1 Hour Separation_ Wall SCALE: 3/4"=1'-0" *REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. N N rp s = O J ~ O 470 .:__ 1-1)X o 0 U_ CL. cs o M s- c N J a) J Lv J1 0 0 G 0 175, �r 0W j CL •,._ 4��,,;•���lsi r;�rr��r' % .7 �,2 Q f"- w - n �' e ,.•' \\ `!/'lilill'1`t1�et To the best of the Engineers knowledge, information and belies, the structural plans and speGNcationa 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 potions of the drawing pages bearing Engineers signature and seal. a W E a g N8 N 0 "o C/5 MIV N LL 0 3LLLL LL a - -g z ;, p W �°'o Z ,°moo N Z d J M - J 1- IL N ..a o ZOU W J d N iV N Z M a) 0 . ro W jt` 0,,, V) c w E vi o� zo o U CCM k 0 5Z oa w¢ =1U o E oo Q K2 M Z N � (� Cx ^ a% i� Z �Z W 29 W0 NW z F Mill co 0 2 N LO co \ � 0 T n M L r CO O QMr T �-�Cr W 00 T U) m O Q N Lo N 1` -Q �,r� C) CID N r /Myam Ln 1T E � W 6 c >= m U ea c 0- ° ¢ p 3 JOB NO : 22-05620-05615 SCALE : AS NOTED SHEET NO. FP-1 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 ALTERNATIVES ERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Y 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 3" 1V 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0,162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 A36136M 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. Irri ation/sprinkler syystems incudinngg all riders and spay heads shall nOt be installed W hin 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 backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with 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 dilutign. If rainf II occurs before vapor retarder placement, retreatment is require 9. FBC R R318.1.5 - C ncrete ove and mortar along the foundation perimeter must be removed beore extenoiitreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R�18.1.6 - An exterior verti I chemical barrier mupt be installafter construction is complete, includingcfandscaping 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 willbe 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: 513 + 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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 R BETTER A R MI R O AND LAM O C O AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 Cf) U N -:0X o WU-a- W CUL (0 < iS c+a U O ti- >�� pLLJ CV l,.9+��IsrdfiEi N ..,vet•• • 0 NAj i � rn �i�i PT IY LU To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Resldential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H $ E Q O N 8 C-0? Lo 0 � J N o S2� * a JLL 2 + W LL Z L a O W��rn 0 Z rh ZIL 04 J ZOU U 0 W 1. .1 U Z N z z s v J (L � N lJlCo �4-J LL N w a C� jt` '� • V � O c U_ QCD W M � f LL. as Qoo D a OV Z o E N � "dg 0M$ z� �ru ry N 1_ <omo C z`Z` J Cd .�4� w 3s 8ay�° +1 U W � 3 �o Fk of w a C = CN >Lr) Cn � � o C� CM LO T O _ M CO Qi T W v 00 rr /C^S v! r T m Q N L0 ch N Q °' 0 0) �-- T cis � L0 00 T E Z E T y z a E a 0 � Q o c � JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking, 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 16GAxl-1/2" LONG (3/4"-1" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite CROWN) STAPLES @ 6" OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". O.C. VERT INTO STUDS (NOTED THUS:—) DOUBLE JOIST CONNECTION METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" - STUB -OUT FOR Q o 0 � GAS METER 0 o U iV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-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. 'IT-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 net wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber 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 consideration. Check wall or beam below.* local building 1/16 code for appropriate details in1--or--20 One 10d box areas=20 of high sinker lateral load. nail each side at bearing. - -11�) Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —1 DO NOT cut, notch or drill flanges Boise Joist Blocking C Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 90° HOOK F BOND BEAM SIMPSON MGT w/(22)10d w NAILS TYP. �GIRDERTRUSS cr STD. 900 CONT. #5 BAR CONT. #5 I HOOK (� �r BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO T CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D . `�,/—PLYWOOD FLOOR COLUMN AND fi �- Gy' i_.:::='' SHEATHING PER PLAN I - CONNECTION �TJI TO BE CUT TO ALLOW � FOR BLOCKING/TJI MASONRY WALL OR 1 INTERIOR BRG. WALL TJI PER PLAN 1 OTHERWISE SOLID /tBLOCKING 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 Joist Bearing Lo at— i Series Depth End _Intermediate 9-1/2" 2-8d 24d - BCl5000sP 11-7/8" 2-8d 3-8d 14" 2-8d 5-8-d Clinch nails 9-1/2" 2-8d 2-8d when Cl 6000s� � 11-7/8" 2-8d 3-8d possible V BCI 6500s® 14" 2- 5-8d V l 11 6-8d- 11-7/8" 2-8d3-8d� -fill60s® 14" �2 8d 5-8d Tight fit ----.— -- 16" 2-8d_ 6-8d 7/8" 3-13-16d ` 3-16d 2x4/Plywood/OSB web stiffener 2" min. gCl 90so �14-" 5-16d IL 5-16d � required when indicated or 4" max. _ 16� 6-16d I 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over '1� blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ISt UUI ANYVVIitrkt IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUNDIN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap 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 h—I 4 requirements 0.6 X Joist o .7 7 depth OJ � I -JOISTS BUCKETS N.T.S. 5/8"0 THRU BOLT I.0 SIMPSC wl (22) - NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS • SEE PLAN FOR--'•• a .. FOUNDATION INFO ` Q' STEM FOUNDATION GRADE v A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION REINF. SEE PLAN (2) #5 REBAR 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�l UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE a 4 v 'd 4 v PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE 4 •' o'4 a �L �SA d 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 4 v141° - — ° °o G 0 a 4 ° ° v SEE FND. PLN. SIZE & REINF. N M o =� _10 X N i-L. Q_ C N L f 'S LL Y t� 0 O s :i t •� U. G� z 1<4 "'ritnC�P� ,~ 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a W I- o a N 8 N 8O `' °° 9_ l30 h r- S J a J W W U. U. S a W� rrn m W Z°"° � i d � N I IL O U rvii W ❑D U z z a (n to z C1 CD 0M N LL O Ln �to _U � 2 e 8 _2 U *1 M N _J l► g o ZO a_E IT ni �W o o 1K Z Q 04 4 0:C, �� w C 9 O o� N c z fn �3 r =I� g � 4 > I� � O lr7 T _M O M � 00 U) i"n O r Q N LO Ic -n CY) N O Q LOA Ito 00 In o E z E c a. ov v a M JOB NO : 22-05620-05615 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY I I I I I I I I I I I I I I f l I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF I I I I MKI TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM 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 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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 #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. FOR UNDERLAYMENT @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B __ _. ,. _ - -..- - __-_ = SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 111(R302.11) 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 11(R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z _- _ �- - - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. - _ _ _ _ _ _ 3/S" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND 12" O.C. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB &BLOCK @ @FIELD „ SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH ROOF FLASHING AND ROOF FLASHING @ COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE _ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 - - = .- �,° ,� „ �� IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4 /- WWF OR FIBERMESH _ Cl) ELEV. 0'-0" _ (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR 211 x 6 W1.4 X W1.4 INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 �2" e ° SHINGLE ROOF, SHINGLES TO e o - � @ 4 0 2 .C.) WWF OR FIBERMESH ATTACHMENTS HMENTS � �� WWF OR FIBERMESH BE IN ACCORDANCE W/ ASTM T I - 0° o - o D ELEV. -11/2 ++ ? �31/2"MIN. �31/2"MIN. D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ° O 2x4 CONT. A.F.F. I 12 ACCORDANCE w/ TABLE I = I - o ° - 1/2"(min.)- 4" q r 1�/z 4" P. R905.2.6.1, FLORIDA BUILDING m' ) I I F I I' "I oo o n - - -rr e • r � VARIES CODE 7TH EDITION (2020) _ _ I I I GARAGE DEPTH VARIES 31/2"(min. - 4' 31/2"(m r - 4. RESIDENTIAL 8 - INSUL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. T , „ 4 1-4 8" (2) #5 CONT. 4„ +-4+ -g++ FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALL("�C� • TYPICAL BEARING WALL @ STEP CC - ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 �� �� " �_ �� SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP ��N�°Js STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA "X" GON GYP. TYPE @ GARAGE i W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eGs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,GGN�\N 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 7 CHART ON FLOOR FILLED SOLID W/GROUT I I 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR PLAN f #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. f 5l8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90"HOOK (SEE DETAIL) TYPE "S" MORTAR I I (IF NO UP LIFT ON 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR I 'SIMPSON SP1 (6)1/4"x31/4" TAPCONS I I 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2 00# ) ARCHITECTURAL SPACED EVENLY = w/ (10)10d NAILS �, FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x i W1.4 x W1.4 _ '- FINISH TYp, 2x P.T. PLATE I PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH E 1x2 PT WD FURRING 24" O.C. @ ASSUMED FINISHED ci E #3 OR #4 REINFORCING BAR v o e 0._ GRADE o . o N -- _�___ ... ° z_ GRADE 40 MIN. IF 40ksi -j #3 & #4 LAP SPLICE e o. 1/2' GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ? r- s FINISH GRADE °O \ o _ [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30"MIN. LAP] — m 4 CELLS SEE ( FOOTING MONO SHOWN _Uj °O w FOUNDATION PLAN FOR CLARITY 6 MIL VAPOR BARRIER e. • . � R 1 7/8 *•rr FOR LOCATIONS) -' _ - - - N z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER 4"x4" INSPECTION � -j I ' � _- �, I '� i I � � • o #5 LAP SPLICE (2) #5 CONT. - - 31/4" BASEBOARD PORT AT EACH NOTE: `FOR BEARING WALL - COMP. SOIL. (COMPACTED TO - ° ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP) 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY - _ _- _I _ - u 95 /o MODIFIED PROCTOR ASTM T'.- 10 " MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER ! 1- -, . ,' �,- -- D1557) rrt- 4 1-4 #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE " -'''#6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/Ii a NOTE:EXTEND W1.4XW1.4 WWF OR = FRAME WALL TO C.M.U. WALL CONNECTION rD"�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG DECO FINISH 4" to 6" FIBERMESH' BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-ii S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 1 r \ [00 Cn a 6 x 6 W1.4 x W1.4 SEE PLAN IES 1 1/2" RECESS FOR AR 6 x 6 W1.4 x W1.4 00 �+ 31/2 WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 ( ) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR -' ° a '- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS 'r 1 N BARRIER D : p ° < a GRADE AT 24" O.C. MAX. M " SEE PLAN FOR - CONNECTION INFO �ary ° ;. • COMP. SOIL. ° T- = av 00- im -r - & LAYOUT DESIGN TOP OF BEAM T- '' -_ - (COMPACTED TO 95% _ _ - (1) #5 REBAR w/ OPT. SEE ROOF PLAN c 'j�- -d <. °. ° a ° ' - MODIFIED PROCTOR I -S E NCLOSURE 2 HTS20 FOR STRUCTURAL () r J Lrrrl,Trr E ASTM D1557) _I _ -i BEAM SIZE & _ a 3" MIN. Cii (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE 14' CONNECTION INFO M " . 1 Ll�r ON 3" CHAIRS TYP. L4- MIN.2x4 - 1'-8" (2 STORY) DETAIL PT.U.N.O.) 2x4 #2 SYP P.T. FRAMING w/ � - - SEE A/S3/J/S6 T� t�� - 7r e� MIN 7/16" O.S.B. SHEATHING g++ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L °.s.e,z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 ��_ �� SCALE: 3/4 -1-0 S3 w O SCHEDULE OPTION #1 WALL ¢ > SEE TYP. SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P. BD. w COLUMN SIZE AND BASE rM 12" FROM 1/2 FROM SLAB o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. 0+-0�. J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 �" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND 2X STUDS 24" O.C. U.N.O. •.: : ' ¢ INTERIOR @ SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT A. . °. 31/2 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL (' q MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS z 13' O.H.D. RECESS • " GARAGE o AT 8 O.C. ATTACHMENTS & 18/D1 PAD FOOTING PAVERS r 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS 8"O.C. 12" O.C. °� ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD ° EMBEDMENT @ I I ' J' • '• -—� J �'.� �- , • STAGGERED, FROM BOTTOM INSULATION PER CHART Z SQUARE CMU BLOCK BASE, p MAT REINFORCING. `= CONT. FOOTING STEEL I I r . ' T� •/ �- ON FLOOR PLAN PLATE TO CONCRETE rn w SIZE VARIES PER PLAN M . -� • - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Cr w/ MIN. (2) #5 VERTICALS oo i GRADE" - • ..• : ' TENSION 120# CONCRETE SLAB E w FILLED SOLID (SEE PLAN FOR �1 4�� 6 x 6 Wl A x W1.4 �v `° w SIZE AND REINFORCEMENT) we l C7 • ;. .. - .:+ •, - = c WWF OR FIBERMESH ; o Sn Wes- I— w p V aw - - - I - - - BRICK PAVERS Or SLAB PER S o `n = • r • • _ z • a - 0'-0" FIN. FLR. COMMUNITY SPECS ILL. U c _ � � � � a , i l i u� SEE A/S3 OR J/S6 — SEE A/S3 OR J/S6 RT I M 6 MIL VAPOR T = T _ _ _ _ _ _ _ -- - - �" FOOTING J r U FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER - - - - BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) Tr : ' -.r.: •' PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" •• SEE FOUNDATION .. �' I:. CONC. PAD INFO, FOOTING WIDTH t . SEE SCHEDULE GARAGE DOOR SLAB RECESS �.� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrGlN2� PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3r4" 1•.O SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. CV N N 'C3 O CDjj UX W N �u a L cca-C Q y� 0 ^ W F 1� ^` c t� cn U O_ C-U '= -� U>.i1 p �.:+ V✓fJ N ��j 6� To the best of the Engineers knowledge, information and belief, the structural plans and spedficaUona 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. $ co 2 G " (2) u-_1�� Mau Q LL JLLU. EL uj Z — l° a s 13 Mpg 7 of N S m w LZ2 NZa-j k ZN OU 0. W El c7 Z N z Z h �4-JLU LU 0 L" s IN c w A W Sr CD h� E E o a Za ccu _ �� oa ° � 3x NO zFFF� QW tNy� J a � z 0 N a' 33 o a " wz W 0 `CV Lo — m CC O O ch O 0 M Q T' 00 L/ 00 Imo' V VJ m r O T Q N LO c � M N O � T T in Y J CO I� LC)i— �+ O M ? T E Z d E v U J c JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. S3 (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 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS • 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" W/ DRYWALL SCREWS @ 8" O.C. OR 4d ❑ DRYWALL NAILS SOLID AREAS ARE 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM PLATE INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" Ct DOOR OPENING --- DOOR OPENING - - TO DRAIN Fwy 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ ❑ 4" O.C. FROM EACH HEADER FACE EXTERIOR TO BLOCKING WALL CLEAN -OUT A WALL ❑ ❑ ❑ (2) 2x HEADER PER PLAN SCALE: N.T.S. S4 ❑ ❑ vARIES 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2 X 6 (MIN.) FRAME MANUFACTURER. WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D SCALE: N.T.S. Sl� S4 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" 0/C FIELD SIMPSON SPi 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.) PROOF 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. • • !!! NEWmilli I � pol II'_ !! I!I!�_ NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. 96 3/8" 88" 71" 58" 41" 34" WIDTH OF OPENING VARIES 4e FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL Qd r tJJ 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. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. 4 4 . 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. 10" 6 3/4" 31/2"- S�cF �OI'Y N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING ft VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET fOP 'sARAGE iOOR 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 rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'- 4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) 1 (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 700" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� SIMPSON HTT4 TYP. 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 rQ SCALE: N.T.S. S4 12 (TYP) SEE ELEV. SIMPSON SP2 w! (12) 10d \ �'I NAILS AT EACH STUD \J� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE TRUSS BOTTOM CHORD OR 2x4 CRICKET AS BLOCKING W/ 2-16d TOE NAILS 1l2" EXTERIOR GRADE SHEATHING @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) Uj O/C FIELD v co 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS =_= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w! MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF k�P�ICE 48. SPLICE STAGGERED ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7�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. F= 2240 LBS J SIMPSON SIMPSON SIMPSON C SP4 SP2 SIMPSON SP4 3P2 2X STUDS @ 24" O.C. 8"x10" "J" BOLT @" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION P.T. PLATE SIMPSON SP4 �0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SIMPSON SP4 —I 0 INTO TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSC LINTELS SP4 SP4 SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED is I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. t & NUT DXIED A.T.R. t&NUT ROOF TRUSS ABOVE i 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5l8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0' O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED rA) eTer_r_GaGr� TRANSOM FRAMING 0 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 o B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE o PLYWOOD SP8 FOR 2x8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW @ o MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 r' 4 O 13 ti O N QC-4 O° WLLCL o '0 O V­ cN� Lh cts ca c cn Q .8^`` A W C. L r- _ C: C cs ,n 0 0 > ? a-W - ��0 IV .7- `✓ 1 ! F ai To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Fiords 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 S CO � N b 0 " 00(0 °� di cnMQ� N rJ a u. W �C p Ur J LL LL a J-a Ng O �rnrn O LLWZ Mz mdJ0 N 0OU v W pp � z z S 2 N N z �4-J N ft3 LL, U O w g c U � 2 Q o M EO a� Zq 2 6 ?. a E 0 m 2{, C so U > �o�: zz z�` N " 0 'a w N g� a W z � !r4 cop W 51i 3 pC4 LA > I 120 O O LO M = Q 1- Q' -6 .- 00 T U) ° 0 O Q F NLO (0 c co Q O co ui00 1 � Lf) o Z E o 8 v ci c a ¢ o JOB NO : 22-05620-05615 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xl 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 10/S5 BACKNAIL w/ 016d NAILS - 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°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" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA.Wel END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 3" CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD THROUGH G H 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND fa NAILING SCHEDULE FOR SHEATHING DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3)10d & (2)10d EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & • BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED NOTCH "L"BRACE HERE THE FIRST 4 R FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C () ROWS OF TRUSSES Ly 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. I WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO -� I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 10dx3" @ 4" 0/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" 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 TRUSS VERTICAL WEB (24,, GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 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 AND FASTENERS. (MIN. FIRST 4 BAYS) X- SHEET , FOR M SEE STRUCTURAL X-BRACING, AND TOP � ` CHORD BLOCKING N - NOTES AND NAILING 90 INFORMATION " SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2)16d NAILS `° cc 00 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF RIDGE FASTENED AT 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 = 41/2") OR EQUAL �' FIRST (4) ROWS OF O/C w/ (2)16d (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x47" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAILi SCALE: N.T.S. 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12)10d (2) 2"x8" "L" BRACE 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD FASTENED WITH (3) SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S.SAS PER HIB 91 SCALE: N.T.S. S5 MAX. 9° 8d @ 6"0/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO ,---JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION ( ) 2x4'T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING,, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION K�9 - ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 4INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT ..., ...,... ,,.,..., ....,,..,.... 211x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. vvr�r. vv-�nn�� GABLE END BRACING DETAIL 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 10d X0.131" @ 8" O.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 MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w \-BRACING w/ (3)10d x 3" AT 9: EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a� NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'4- 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 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) �CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. �Go Cr o CORNER JACK 0 tl U LU z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll NOTE: STOP CHORD 2X4 #2 SYP BRACING NOTE: STOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 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 r� 0 c� ti O -nx 0o N ►L Cy, o 730 ti- r_LLj Cn ui u- c J As ;n O O y 0 - W U Sao .41 OF c ' ,r o . •.......•''�, \N 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. d $ 8 S m YI 04 � J diCD M d' 2r� 1k LL r4 2 J ' • 2 LL �LLL� 5 a T Z °' 0 WU)i°'°' m t ci Z d N OU Z w ❑❑ in Z2! N z z a m �U) N �N N 4--JLU U O g C) 0 w V) as I a 8 �0 N m CD co E a° wz z° - E 8 9 r6 � ° 01 z �E° .�-. eQ ozW �a f zN� ?� J o ;b > Z 3 0w O U W�3 9_ N. mi v z g3 0 (V 121) >LO c O O LO M co O _M Qi .— �. OO ...� e- 00 T U) ° m 0 Q F— _ N =i . M N Q 0 0) CO r 0) MM� LO r M 00 r Z m E E o ai o �o C JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. S5 mll�1�I1 DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. P.T. APPROVAL FOR CONN. j� 1x4 APPROVAL FOR CONN. j-` 1 X 4 3-1/4" LONG X 3/16" 0 D. {� 1x4 L FURRING 3/16"� X 3" LONG TAPCONS L FURRING (2) ROWS 3/16" x 3-1/2" i._ FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2 EDGE DIST, ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS n 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 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" 1x4 O.C. & 4" FROM EACH TAPCON 16" O.C. & �° FURRIN( END w/ MIN. 2" EDGE DIST. . , . 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2X DETAIL 2 114" DFTAII STAGGERED@12"0 ' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL \ 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ 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. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX it SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK �- 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. /4" MAX EMBEDMENT INTO ) T-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) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL 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 1:7/L L71 t5^ NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (►F 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 4%" WOOD / SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN _ 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ \ 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. D F SM00 0 NO FURROW. U _ F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ / TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. / 00, 4'4' MAX SEE PLAN 7 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 L 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'-0" ► e 101 P• — ►. ►e . e GRADE ►. I> ► e CN a 'P ch s Z T • (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" `— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION ♦♦� DO NOT DO THIS 0�� ♦♦♦ #5 REBAR (TYP,) 01� kR ♦♦♦ .�1 ♦♦♦ #*TD. 90° HOOK (TYP.) YP.) ♦♦♦ 1�1 P/�_ 4b NOTCHV @ FIRST COURSE S 1�••• ♦♦♦♦♦ :S 0/i 1�jD/ FILLED CELL INSTALLATION H SCALE: N.T.S. nn SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE T-- j ALUM FASCIA PER PLAN I I 1-3/4" TRIM PAINTED 1 I SS NAIL w/ 5/16" HEAD F CHANNEL, FASTENED PER I DIA. @ 24" O.C. NOTE 2 BELOW L CONT VENTED OR SOLID SOFFIT CONT 2X4 NAILED TO L 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) Fl. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4"= V-0" ("*) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* �k 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" 4 * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. [FNGTH _ (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD + PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO + + + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3r•r - r -u cFI= cuGGT m ANn r z 0 2 U_ O w a U 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD �—ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED —2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 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 SCALE: N.T.S. FILL 1St4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR RECI'D. 1'-011 5-0" • ' ' ► #5 BAR p ° . .• CENTERED W/ g ► .: • • . +► L---: z ► IN TOP 4 ► •' a ' KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING ° SIZE AND REINF. PER PLAN AND SECTION DETAILS ry CLEAN FILL .► • • • DIRT 6 z °.' • STANDARD 4 i 90' HOOK c� #5 BAR IN FILLED CELL -., , •,, , Ls — 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"4" 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 t 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 I EXISTING FOOTING RETROFIT FILLED CELL DETAIL M% JiC--CI 1.1 �/ Ll^ 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. � v _. N > t` O ce) 00 o �] NLi`CL Wv >r A . R1 'D Co y d �= - M^^ •�T � V I C1 0- -0 - - it C 0.0 y - � a 0 W l i 0 yl' '///ftfflfitttlt�t��� To the best of the Engineers knowledge. Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. 0 H o a 0) 5 1 d C") M LL a �LLLL1 1 Z•D9 0. i4 1131 QQ L a O SO uW .'°' m N M z d I= n Z OU W pp =M� z N z z n- V I N C11 _0 U. N C iG w Oa M M o� Z E a 3y E IT E __x� Z amp N C C pY y Ol�i 2 Z 0 (V 124 > I.C) � o M ,�— 1� M T CO O o Qi oT0 00 U5 o T m Q � N U) Q rn rn r 0) CD 00 LO r o M T rri E Z m Mrz a. G « U ¢ o C JOB NO : 22-05620-05615 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY `DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" SEE ROOF PLAN SHEATHING f—BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1 /2"=1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS &PLATES AT CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAY NAILED EACH DIRECTION TYP. U.N.O. U.N.O. TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) W/ MIN. (4) 12d WHEN N. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w! (3) 12d NAILS WHEN SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 REQUIRED SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION - X 1 1EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. ° •�C 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN �A. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX &EACH END ALTERNATE DIRECTION TYP. —� A CHORD AT ALL HAND FRAMED AREAS TYP. ♦.VV✓ I I.V VV A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=1'-0" 2 x P.T. BLOCKING BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING - z / PROVIDE (4) 10d TOENAILS FROM - TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS i 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 5401 SPACING. DOUBLE KNOCK -OUT = BLOCK w/ (1) #5 CONT. IN EACH COURSE. ` FLOOR CONNECTION @ EXTERIOR WALL SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. V-0" 6" 6" L 1'-0" 6" 6" 1'-0" TYP. TYP. O O 1 O O O 0- SPLICE O 1 O O O 2'-0" SPLICE BEYOND 2'-0" PART. ELEV. VIEW 1 all n �L ] E LEI IN E It rEj a - PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS @4"O.C. FLOOR TRUSSES —@ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 - �—ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2)-1/2" DIA. TITEN HD MIN. 6" ` EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" L (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. EDGER OGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. ff 1P lkl[ /11 1 —1—f MASONRY SEE PLAN M\ 10A-rnCAIAILS 2X6 P.T. CONT. LEDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS var JLGV Wr ( I V/ I VV X 1 1/2' NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" 3/4" MIN. AIR SPACE WOOD TRUSS :. 1" DENSGLASS ULTRA ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. 2 x4 BLOCKING @ 48" O.C. MAX. W/ 1 TOE NAILS @EACH END & 5 LB FELT (SHINGLES) SEE MANUFACT. SPECS. FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD — PRE -ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL 2X4 LEDGER @ 48" O.C. - MAX VERTICALLY NAILED (2) LAYERS 1"X24" PROPRIETARY a: TO TRUSS WEBS W/ (2) TYPE "X" GYP. PANELS INSERTED 8d (TYP.) BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD W/ 2" STEEL H STUDS BETWEEN I EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. ° ° 2 x P.T. BLOCKING 2" FLOOR RUNNERSPECIFICATIONS ° �_j R30 INSUL. MIN. FIRE WALL MFG. NAILED INTO BY FRAMER FOR W/ 3/16" DIA. x 1 3/4" --. - - I a o 2X4 LEDGER ONLY AT EACH PLYWOOD EDGE NAILING TAPCONS AT 16 �� o o SIDE OF STEEL "H" STUD. O.C. FIRE CAULK — PROVIDE (4)-10d — -" - -- RUNNER TO BLOCK TOENAILS FROM WALL EACH SIDE TRUSS TO LEDGER (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK " " OR 5/8 GYP. WB. W/ 1 3/8 DRYWALL NAILS OR DRYWALL 3/4" FLOOR SCREWS 7" O.C. EDGES. SHEATHING (1) #5 VERT. IN FILL CELLS 1x P.T. NAILER INSTALLED (SEE FILL CELL PLAN FOR AFTER INSTALLING RBC'S LOCATIONS) 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT \\ y (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"x4" INSPECTION PORT AT ROWS OF 1/2" TITEN HD STAGGERED @ EACH FILLED CELL (TYP.) .. 24" O.C. w/ 4" EMBEDMENT & 6" EACH w v SIDE OF SPLICE &EACH END, SEE 54/D1. z =, 1x P.T. BASE NAILER PRE-ENGINEERE CL STD. 90° HOOK FLOOR TRUSS' AT 3/4" PLYWOOD DECKING GLUED AND a NAILED W/ 8d COMMON AT 6" O.C. `� g (SEE DETAIL) 24" O.C. EDGES AND 12" O.C. FIELD NAIL FLOOR TRUSS TO LEDGER �W/ (4) 10d TOENAILS (TYP.) GYP. BOARD CLG.--j 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W j OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d /\ COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CHI�RG. TRUSS FOR AN AREA < 1000 S.F. AND SEALED \�00 TEM PENATRATION AREAS W/ FOAM. DRAFTSTOPPI -- SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2" HIGH STRENGTH OR 5/8" GYP. WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIO 8" CONC. BLOCK (TYP.) 1x P.T. BASE NAILER 6x6 W1AxW1.4 WWF. 8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. FILLED W/ GROUT 1" P.T. NAILER ��_�R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) v Z J ga Cn Ng 4"x4" INSPECTION PORT. ""—AT EACH FILLED CELL (TYP.) o • • (4) #5 CONT. STD. 90Q HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION rPW01 SCALE: 3/4"=1'-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. ---� (2)-1 X 4 P.T. BASE NAILER BASE BOARD — PER SPECS. CONC. SLAB SEE FOUND. PLAN 6 MIL VISQUEEN — TREATED SOIL STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ • ROOF SLOPE MASONRY WALL SEE FLOOR MIN. 2X4 #2 SPF P.T. PLAN FOR MORE CONT. W/ (2) 1/4 INFO, TITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = 1'-0" 12 SEE I ELE ELEV. E —SEE ROOF PLAN FOR STRAP INFO. TOP COURSE W/ 1 #5 CONT. SEE PLAN TOP OF PLATE �— LINTEL SEE PLAN SEE PLAN WINDOW PER PLAN 8" C.M.U. WALL 10'-8" DOUBLE KNOCK -OUT W/ (1) #5 CONT. IN. EACH COURSE REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL 00 CV � O r 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" -0" 0' F.F. VARIES WITH SITE GRADES SEE PLAN O o O C ) N 00 L "3 X O U- n- - 10 CD t - �- !� (,I 03 (z "D 1) 3) wM J� 1i r � � 0 _0 s 0 O 4 i C U R N '__-0 �>.CL—w ••"� A t OFF �• :(3 ,... F L ..,. Ilk To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 E o g$ o a of N co C C 1� 5;32 N0 - a�i .0 C ati'� LLa _0 rn n pC £M_�o W C" Co NzdJ ILZ N OU W ❑❑ z z o J N M V) z �q) N LU O V) c IU U Of Q Y 0 N Ot NON N w 2 CM o a __j E E _� oo �zy ?o Q V E ai gg gi O g mo � ink Y '0 Z cab �J 8 �o W g N X� ° - Q `N LA > Ln io rn O M LO M o O Qi T ~--� 00 Cr C U) O M F— LO 04 0 co Q -r- LO ai00 LO 0 m z T E a8i Z `m a U Q 0 C � JOB NO: 22-05620-05615 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK t JOINT2) SEALANT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 8 TOOLED SEALANT - REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked asRinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE '"I WEATHER VE BARRIER & tARILY SECURE W WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING Q SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN 1'4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER �'N SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF n SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER DOOR ROUGH OPENING - 3/4%1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 ELF -ADHERED FLASHING kTCH IHERED FLASHING 1 2 4 5 I I I I I PLASTER STOP ^� CONTINUOUS BACKER ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or 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 '1 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The 7 No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING 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 SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE AD ESIVEASSHOPER TO WN))SE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the pptype 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: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall A finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 I sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) b - • - DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - - BOND BREAK WEATHER RESISTANT BARRIER- - - SELF FURRING (SF) LATH . PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH I TACKER ROD \.J FINISH THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. L\\IL F\'.n % Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ti SO I` CGCO N do Co ti o CL 0 L w M Cn ANY C in Q Q v m y iy - L a C (� (n 0 0 C U �- L 'd W N O CV rn Lc 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W W I- A4 8 1 . v N 6 2) 0) 0 J:1) 'r-0 M a M LL - J U. 9u-u- Wa = a IL= 2 MzdJ N oU Z W DD 0 Z z z v N z ra w U 0 V) c w � r � w E O E 0 8 G ZQ Q V 5 oa o Z o E � .g g�� 3 i = ro q io ZCOOOO Q� 5s � 8� �Z W� U �- 0 J .5 °; 0 (V >LO co = > 9 2 cc 0 .-� o M_ ILO T I,,- M L r O O Q 00 60 U5 O T m a F-- � N to c �O 0 CM N CD O Q T r- LO CD I U-) 00 T E Z E z m a c ,, ui U Q a c c � JOB NO : 22-05620-05615 SCALE : AS NOTED SHEET NO. W P Mounting Brackets (10 Gaugei +1 L2N x 4112' x 2-12N 1� Back Cross Support (May be cut to W) See Anchor Schedule Right Bracket (16 Gauge) Bolts 1 /2N Dior. A325 Galv. (Tip.) 0 I 0 • - e 14 Self -Drilling Screws 1 o-5i811 A/C Unit $morn Edge Hurricane Strap (Typical:3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Brac(et(16Gauge) 014Self-Drilling ScrewsThruBrackets all Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricarw use) *x x s mullainn ussa ark ina art pnwuinl ride rac6 Hilan nearer A it Bract - Rob" ilea YILt%lawdaBasWlrltt Van t"um in um 7!'/ Florida Deportment of Business & Professional Rogulatlon Building Codes and Standards Product Approval Application Detail Felt, t art 12115=1 Soma imBL9[ gfe 8le 1)aLParenu Dfl mm Vtlmt taa9araamlx contact ea nsK&Ucanes Madmack Md aa9 81"nloa F&CAncroval AD 91tM Amnradion 2020 smed Vent Proud% Inc M hW Glabem Hermea V News PE Locke SoMen P.E. t2Mllr= iW14/2020 12/28/2020 Approved CatepOry: 60udu4I CarnDMerds (677)441.6368 PE•73776 (334)30P7000 "CMagOly: Products haoduced es a Result of Imo®wllsnwntcom New Tamnokay Compliance MethodEvelusli- Ropart from a Florida Regisiered Architect we Uwnsed Fluids Prdessionsi Engineer . Quality Assurance Acerovedfatiss Amrendralaa 1m= )N nta OJ2aMt.tangdgmg smmom.rmolltunala Itt:HVHZ 20AWLmmt eta gml EMIz n 1 Mods11194P610 Dust Funotlan Flood end V4raenen V4nt 12'312023 Yea Yee N/A 1001,100 2 Sr_rlVsnt 9rrdVenl Model 0154P511 dal I MclIon Flood and V011i Vent 122912423 Yes Yee NIA -look 100 3 enadYInt Mosier#154.520 n9Wted Flood Vent 'IM112023 Yea Yes NIA .100k1DO 4 5-1tvnl Modela1540a21 Insulated Flood Vent 17A7/2023 Yes Yes NIA .lookla a BmrlVem Model e1540-524 letduct: Gangs Dow now Vent 12/31/2023 Yes Yea NM WA 6 3marlVem Mail e1540-570 Wood Wall Insulated Flood Vent 12/312023 Yes Yes NIA .1wilix) 7 6manVent Model $1540-574 14.56qud'. Ganes tom Flood Van 1213IM023 Yea Yee NM WA ieaaa jkm Ynalon f Reurwr 2020 Drexel Metals. Inc. Calepay: Roonro lad Catspory: fetal Floating Compliance MNhod: Evnduafdn Report from a Fiords Rea v ared Architect or a LICMMd Fantle Ptdesslonal Engineer dla,l 1 IXexal Mehl ftoomp Systems Florida Department of Business sir Professional Regulation Building Codas and Standards Product Approval Application Detail Paw 1 sit Ina=, 211111111.91: 20 20 isd*Pstld am assm EOaBe.ALaaou vAWNrw )WWM BWmiWg LALSOMA awe mi R" Jason Shumate Zachary R. Pine! Lab SONden P.E. 08MOM20 o"102020 0e1202020 10/1312020 Adprowe (002)305.1111 PE-74021 (M4)300-1e00 Ishum,t.dd xnat.oem Approved for use AmroWdIM lie lmna 22" Product pg cwtradeadrMtmgo InJIM 0.1" Gag Rider Protests DMC 10ONS, DMC 15085, DMC 1756, DMC 2008. 121312025 Yes No NIA ao/-180 DMCSV Florida Department of Business & Professional Regulation page 2 .14 Building (lodes and Standards 105=22 Product Approval Application Detail Sella EOCIY aL Lm Data Frontline E284 Yerplon ManuRadnr ern Er ucon ailneer 6 iMM 1cVaarlalaa aV IYa Ideled Subs Mad FM Approval Approved status Rereidam M20 Therm-Tru Corporation Slave Jesperson Lyndon F Schmidt R E Ryan J. Kingg,,P.E. 04/152021 IZ3112020 0422/2021 Oa/082021 Approved Category Exterior Doom (800) 843-7828 PE-43409 (819) 7er.688E eubCeUgonf. Swinging E1lenor Does Assa blew ejaspelsorilitllerrtrbu.- Compliance M4Rhod: Ewkwhon Ru sortfrom a m Fiords Registered Aruhdadora Licensed Florida Professional Engineer Number as Name � ���era.�.,er... Pate Contract OuaIItVAssurance EKelroldson Date Aptrayullbralaa lll:li= Approwdforij Cubism, KvKZ [Mood age DamianPretluetA4eeol. :lOiY® i a. ThermsTru Fiber-CMcale and Smac h-Star Nominal 88p.8 aquokl npact6quck Opaque 1213lr2022 No Yea Yes WA Composite Edge Fherglse ; Single Door (InavAnglouawing; X mrmour"or) 2 b. ThsrmsTro Fiber -Classic and Smooth -Star Nominal 88A39;8 6quoklnpactLgLwk Opaque 12t3lf= No Yee Yes WA Composite Edge Fiberglass Singe Door weh Sddb(s) OneWng/Outening; XO. OXa OXO conflaureson4) 3 a Thermo-Tru Fiber -Clack and Smooth -Star Nominal SBM3 ,,8 6quotlnpact6quot Opaque 121314022 NO Yes Yes WA Composite Edge Fiberglass Doubts Door Wth or without Sidelitea jnawing/Outamng; )0( or OXXO conflewallons) 4 d. Therna.Tru Fiber-Cles sc and Smooth -Stu Nominal 86M39;0 6quotlrrpad6quot Opaque 12I31221W No Yee Yes WA Composite Edge Fiberglass Single Door (InaWrg/Outawing; X wmgutaaog 5 e. ThemrTru Fiber --quit and Smootn-SMr Nominal O& MO 6quotimpact5qust Opaque 12f312= No Yea Yes WA Composite Edge Flberylsa Single Door wah Sidelta(s) (IneW ng/OubW ng; XO, OX a OXO configurations) a r, Th lrma•Tru Fiber -Gusto and Smooel-Star Nominal 830I3Ro aquodnpeothgwt Opaque 121312022 No Yes Yin WA Composite GAgs Fiberglass Double Door W th or Wehout SMNRes fir"MerotraMns XX of OXXO configurations) 7 g. Therfma-Tru Fiber-Cbeslo and Smooth -Sher Nominal a8R3R8 6quotlmpeot6gtdt, Glazed 12r3112022 No Yee Yes WA Composite Edge Fiberglass Single Door (IneWngroulewing; X mrrfigulatlon) 8 h. Thermo -Tin Flber-Clan to and Smedh-Star Nominal aaev's 6quatimpedaquat Glued 121312022 No Yes Yee N/A Composite Edge Fi bergless Single Door with Sidelt r(s) Onswi g/OulsW np: XO, OXor OXO con gurabons) 9 i. Therma•Tru Fiber-Cksaicend Smooth -Star Nominal S&W,86quoklmpsctliquot, Glazed 121312022 No Yea Yea WA Composite Edge Fiberglass Double Door Wth or Wthout adalites OnserirlgfOutaWng: XXor OXXO configurations) to J. Therma-Tru Fiber-Clenic and Smooth -Scar Nominal 88a3VO 6quotlnp lvlaquok Glazed 12/31/2022 No Yee Yas NIA Composite Edge Rberglass Single Door pnownwouawlnp; X obeeguramon) 11 It. Therms-Tru Fiber -Gentle and Smooth -Star Nominal 8&#WO 6qualmppotSquot; Glazed 12f312o22 No Yes Yes WA Composite Edge Rbargleu Stgle Door wllh Sidelb(s) Onawrg/OutsWng; XO, OXor OXO confeura8ons) 12 1. Therms-Tru Flber-Ctessic and Smooth -Star Nominal SANWO aquotl npeet6quot Gland 12131r= No Yes Yes WA Composite Edge Fbemlsss Doubts Door W th or WiNout Sidelkes (Inawrne/OubWnp; XXa OXXO configurstons) 13 in Th rrms-Tru Fiber -Classic and Smoo"ar Nominal 1I&M,,8 6quotlmpactdquok Glazed Molded 1213l/2022 No Yes Yes WA Open Gbmposhe Edge Fiberglass Single Door 0 mimroCutsw►g; X configuration) 14 n. Thema-Tru Fiber-Cassic and Smooth -Star Nominal 5609;88quotlmpadBgUok Glazed Nblded 12(3lf= No Yet Yes WA Open Composite Edge Fiberglass Sinyyte Dora welt Glazed Waled Open Sldella(s) (InaMnit OutaWng; X0, Ox a OXO cerdiguratienq 15 0. Therms-Tru Fiber -Classic and Smooth -Spar Nominal slits ;8 Squotlm ct&gilot Glazed Molded 120117022 No Yes Yee WA Open Compalle Edge Flberglue Double Door With at without Glazed Molded Open Sidelites, (In"nWOvtswig; XXor OXXO configurations) 18 p. Tho 7m Fiber-C7ade and Smooth -Star Nominal @6M39,6 aq otl m(»d8quok Opaque 12(3100 No Yea Yale WA Composite Edge Flbenglase Segis Door with Molded Open Sidelitil gnsWngPOutswing; XO.. OX or OXO configurations) 17 q. Therms-Tru Fiber -Classic and Smooth -Star Nominal BSM39,8 6quotlmpectilquot Opaque 121312022 No Yea Yes WA Florida Department of Business & Professional Regulation Pas. I sir I Building Codes and Standards 10=1 -- - Product Approval Application Detail atoll sow or 291 a" 2dL.E IAM rate 11M Version ta0WertuG! SdOtlg O1g11tlI.i111apae WlMaae sir WIOW/ ammmd FacAgo Aggo vied sleaze Revision 2020 POT Industries Jens Rossrel Nerd -Dods S000-CER Men+Oede li-VAL 11M02020 1W1e= 11242020 ApPro.<el Ca ligoer. Esunie, Door (941) 486.0100 (746) 318-2890 edresioeorr. Silting Exterior Dow AesmMbs Inca-mopgtindusmea.c Compllares Method: Ce ltice9on More or willing om .gyp A Approved for Use IBaatl gift amlmlaxrlLllm atbafEaoalutlmt]fa I1110mZ Outside HVKZ Sallfeet P-ra 9 GODSii70(Lage MWa Iinpad) Vs yi Mkane Gass tow 041114/2021 Yes Yee Yea WA March 15, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the inibrmation 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 Numbers Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON4MPACT) FL20461.1 +67.0/-67.0 f 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 12/3112024 PGT Series 5570 NOA 21-0205. 03 + 38. 71-38.7 psf 4/ 1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 NIA (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 FL243.5 NIA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS 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 SoMt FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof] 151b Felt Underlayment FL12328 NIA 6/29/2023 Piyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 Ill 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/3112024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5I-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 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 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 FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels F L1774 NIA 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) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Applkatlon Detall Page 1 013 1252022 aa0e CDIUM 20 Zak G91a pandiva 21111t L29 Version Manufacturer cutest ¢aaWneorAlJeente YalldatedaY YWWAM )lYhDtWard PSCArlorolal )moved IiAW Revision 2020 Thanna-Tru Corporation Slew Jasperson Lyndon F. Schmidt RE Ryan J. King, Is E 07123Y1020 07/11I 0 07/20=20 loll312021T Approved Cat"wir Exterior Doors (800) 843.7328 PE-43409 (813) 7S7-66% Subcategory. Swiping EJ uiof Door Aswmbles a)aaMrwnothemaDu co Compliance Mealtld: C-valuaben Repots from ■ In Florida Registered Arbhtedl me Licensed Florida P Prder".1 Englnesr LUI P�pdwtModal.Number orName ProduatDnanotion QpnjjatExolrapanDift AwaRA OultldeNVIV larlMe (input Resistant, I10ama Pje:oun 1 a. Thelma-Tru law-Clsssk and Smooth -Star Nominal a&MSSquotlmosct&quok Opaque 12/31f2022 Yes Yes Yee WA Composite Edge Fiberglass Single Door (In.W.Wout-rig; X configuration) 2 b. Therma•Tru RbervClaseb and Smooth -Star Nominal 68413R8 Bquotlmpaa&quok Opaque 12131r= Your Yee Yea WA Composite Edge Fiberglass Single Door Wth Sidelita(s) OrlsneingfOuboang; X0, OX or OXO configurations) 3 0. Therma-Tru Fbar-Classle and Smooth -Star Nominal $&MO aquoklmpad8quol; Opaque 12/31= Yes Yes Yes WA Composite Edge Fiberglass Double Door ve6i or Without S"It" (Inuemr4loutemnit; XX or Oxxo colmgurotlons) 4 d. Thelma-Tru Flbar-Ctssek and Smooth -Star Nominal 86e3RD dquotlmpad3quot Opaque 12/312022 Yes YM Y" WA Composite Edge Fiberglass Single Door OnswralOutawing: X configutafion) 5 s. Thum a-Tru Fitrr-Clzek and Smccth4Rw Nominal 811,63608qua1l;lmpad&quot Opaque 12/31/2022 Yes Yaa Yee WA Composite Edge Fiberglass Smpgle Door with Sidslb(s) OraWndOubWng: X0, OX or OXO configurations) 8 f. Thwma.Tru FlawZ19"Ic and Snlooth-Star Nominal 86e39;06quisompaQdquot; Opaque 12/3112022 Yes Yes Yee WA Composts Etlpa Fiberglas Double Door Wm or lboo El Y4ti1od9ld (I /OutsWing; XXpr OXxO configurasona) 7 g.Therms-Tru Fiber-CYasb and Smooth -Scar NOMIA218611130, 86quakimpad6quok Glazed 12131r= Yes Yea Yes WA Composite Edge Fiberglass Single Door (InsWing/Oute,sme; X configuration) 8 In. ThermaJw Fiber-OMesic and Smooth -Star Nominal 6&M.8 SQUM lmpad6quoL Glued 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Binger Door with SIdNb(9) 0raWng70utxMng; HID, OX or OXO configuratione) 0 I. Therma•Tru Fiber -Classic and Smooth -Stu Nominal 66Mt;8 6quotlmpad6quot Glued 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door Wth or Without Sftflt a (WxhMn9iOutawtng; XX or OXXO configurations) 10 I, Therma•Tru Fiber•CWalo and Smooth -Star Nominal NAtW:0 squal;Impactli Glued 12/31/2022 Yee Yes Yee WA CompoaNs Edge Fiberglass Single Door (InaNinplOucavrirg; X configuration) 11 k Therms-TIu FEerLiaealc and Smooth -Star Nominal "*Ss0 aquotlmpod&qudt Glazed 12/31r2DZ2 Yee Yes Yes WA Composts Edge Fiberglass Single Door Wth S clelb(s) (InarlinwoubWin9: XO, OX or OXO configurstlons) 12 1, ThwywTru Fibw-Classic and Smooth -Star Nominal 61100,1) 1)quotlmped6quot Glued 12131 r= Y» Y" Your WA Compbelta Edge Fiberglass Double Daor Wth or without Syisidp (InMinglOutwving; XX or Q** configurations) 13 m. Therma-Tru Fiber-Cteesic and Smooth -Star Nominal 86MSR88quotImpactti quot, Opaque 12/31 r2022 Ye► Yes Yes WA Composts Edge Fiberglass Single Door Wth 6quot;Non,lmp sd*uot Sidalb(s) (In"nglovteW ng; XO, OX or OXO cadre ulaboi 14 n. Themes-Tru Flbw-Cle"Ic and Emodal-Ster Nominal 86113D,6 aquakimped6quok Opaque 12131Ro22 Yes Yee Yes WA Composite Edge Fiberglass Doublo Dow Welt 8quokhlon-impacAquot: Sidelltas (InwirlellOubeing; =0 configuration) 15 0, Therms-Tru Fiber-Cleasic and Smooth -Stair Nominal $&MO aquotlmped6qud; Opaque 12131 r2022 Yee Yes Yes WA Composte "a Fiberglas Single Door Wth 8quotf4ors-Impad6quot; Sideth"(a) OnsMnglOulsrAng; XO, OX or OX aonfgurationa) 18 p. Theme-Tru Flbx•Clus alo and Smooth -Star Nominal 8803B;0 6quotlmpacmquot; Opaque 12131 r= Yes Yes Yes WA CompoWsEdge Fiberglass Double Door Meh 6quot;Nrn-trrpad6quol; Sdeloae (Inswdng/OWeW ng; OXXO pantsaintion) 17 q. Theme-Tru FbnCWsic and Stnaudi-Scar Nominal 86439,86quotNon-Imped&quot Opaque 12J31/2022 Yes Yae No WA CompceNs Edge FlMpleaa Single Door (Immingl0uteming; X mrtfipuraborq 18 r. Therms-Tru Fiber -Classic and Smooth -Star Nominal O6e3R8 6quothlon-impad6quot Opaque I WI f2022 Yes Yes No WA Composite Edge Flbegtass Single Door with Sldelbs[A (IrMWnglOubWing; XO, OX or OXO configurations) =;;86quot,Non-ImpwtSquct, 19 a. Thermo-Tru FilwClessb and SmooIMSW Nominal Opaque 12/312022 yes Yea No WA Composite Cuss Fiberglass Double Door W!h or Wthout SWelBes (Imming/Outawlnrg; XX or OXXO configurations) 20 t. Therms-Tru Filar -Classic and Smooth -Star Nominal 8ta939.0 6quothlon-Impaa6quok Opaque 12131IM22 Yes Yes No WA Composite Edge Fiberglass Single Door (Inning/Oulswir4; X configuration) 21 uTherme-Tru Fiber -Classic and Smooth -Star Nominal8aa/3RO 6quothlon-Impsodli Opaque 12/31r20?2 Yes Yes No WA Composite Edge Fiberglass Single Door With &dolte(ss) amneinglOuleeing. XO, OX or OXO connourabons) 22 V. Thermo-Tru Fiber -Clads end Smooth-61ar Nominal BF ;O 6qu t;N-lrrpd8quot Opaque 12131r= Yes Yee No WA Composite Edge Rtaglssa Double Door Win or Wthout Sieelhas Ores rirg/Otrtawing; XXa OXXO confgurdtions) 23 w Thermo-Tru Fiber -Classic and Smodh-Star Nominal SSM.6 6quothlo,Impad6quok Glazed 12WI,21=1 Yes Yes No WA Composita Fxlpe1 berglass Single Door on aywrg10utewag; X aorrfipuradion) 24 K Thermo-Tru Fiber -Classic and Si cod Nominal GSM .8 SiquotNon, Imp"quok Glued 121372022 Yes Yes No WA CampoMb f= Flberglsu Single Door Mich Sidsib(s) 0 ng9h4voing, X0, OXa OXO configurations) 25 y. Tnema-Try FlbehCl9dc and Smooth -Star Nominal 6039,86quothbn lmpectaquok Glared 12131/2022 Yes Yet No WA Composite Edge Flosrglass Double Door Wth or Whod Saelbs trwWngrOtdsVAng; XX a OXXO conflpumlions) 26 z Theme -Tor Flbsr.Clessio and Smooth -Spar Nominal BFA39;06qullchlon-ImpaclAqudt; Glued 12131=22 Yes Yee No N/A Composite Edge Flbrglws Single Door Onswirg/Oulawinp; X configuration) 27 ze. Theme-Tru Flow -Classic and 8moodr-Star Nominal 88p38;06quotNan lmpsctill Glued 12/31/2022 Yee Your No WA Composite Edge Fberglns Single Door with Sldsib(s) OnswnglOWewirg: XO, OXa OXO configurations) 28 zb. Therme-Tru Fiber-Clasec and Smooth -Star Nominal 88M3@;06quothlorrlmpacl6quok Glued 12131r2022 Yes Yes No N/A Composite Edge Flirerplau DouDla Door win a Wthout sdalitss(IraeMnglO -*9'XXa OXxO Configurebons) Florida Deparbr ent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pass 1 d 2 N812011 "a Irmlara 21U 2111 Doreaandna )m lyal )hmm mamoss Or Go= ingauLA.LM M )ram Y;wg" amommo fiGARmad Approved aa" Revision 2020 MI WrI40we and DPere aent stamper Luis Roberto Lams Steven M Unch, PE 1WWM20 10,0111,2020 10n02020 12/15r2020 Ame ed Cle"a :ERena Doan (TIT)360.33a PE-US14 17l7)3Ir-W4 LWOatatFM• Siding Expiator Dom Asserroks "rearmed - Compliance Method a auatim Repro tom a Florida Registered Architect or 9 Ucansed Florida Professional &gone. EIIP�a asaOtlLAMIranse Anwaryodim Usa Acarlt.ior Use im9Hal lilft AMR $ oduct DnffkdaB smoaauatior a9anatl In H" out" RM Bisk a0! i3rmtn 1 IIERIE8420ALUMINUMSGD SERIES 420 ALUMINUM SOD OXO 120MON No Yes No NIA 14SN46qudX606qud: NON -REINFORCED 2 SGR1ga 420 Al UMINUM SOD SERIES 420 ALUMINUM SOD OX XO.XX IW31/2024 No Yes No NIA IIII&W 110rquat NOf"KINFORC90 3 aERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12/312024 No Yes No NM 145314&4uct.rOWud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 42CALUMINUM SOD REINFORCED OX, 12A12024 No Yee Not WA XO. XX 966quotX9 Mqud; 3 SERIES 420ALUMINUM SGD REINFORCED. SERIES 420ALUMINUM SOD REINFORCED X)W 12/J12024 No Yes No N/A 143&gow:.06$r ot: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dean Per l r2 1,&i071 Gees atskz atil Jere t.fa.BM" no still Version laudelaw Carried Auafpn ValWfsefa, WillYti &&maim ALarmm4 lm RW" 2D20 Wl".0.eon, a dyNlon c(Overhnd Door OWayna Kanlah Jdme. 3cates Jassy P. Amason. P.E. IDA22o20 OW211,2020 10=020 12MS/2020 AW0,04 Corporation (330)704121 PE-51737 (904)021.5200 Casoay: Pxledw Doors dkomixhmwayn dation.c ei6Csaperr.. Sutansl Fxtrandr tom Assembles (kin Cempllsnu Mahod: 6wlUMlgn Report Ruin s Floods Registered Architect or a Licensed Floods Praoseona Encinew At" hererct ModelNuclearsir Nuclear Mama 9aa.LAaaooa AggpipplattgrJra Amltalad p�ybZ Outside for U- NN1L alM BMW MIMM tR>fbltp, 3 BOOOAtDM8200 e1105 0Ls3e: Me. wWh. 1411,038: Max Wahl. Rising 121312(723 No Yes Yes -31,Wk3S.00 aveiMDla In to or Inan7aslae sedan 10 BD0041001ti200M123 188R3a Max wM. 14116a89 Max hoot. 9leeng 12/J12023 No Yes Yes •30.90"3.50 s"llable In top w Intemredate sedan. 11 600041OM200 01124 15&09: Ma Wdrh. 14M9r Maxheight. dazing 12131/2023 No Yes Yes •34AOk36.30 aualtrble In top or ntem edies section. Florida Department of Business & Professional Regulation rase 1 d 1 Building Codas and Standards W=l Product Approval Application Detail � anmta I2Y! ante Oeu.P�m 12[s mm Yaoim L agrsred LOg101Ct11Bmal )ua&La law" as Mod FaDAtsaaesl Agamlm0 EYWa Reyiebn 2020 Carnes OtyMan WAADO. Inc. Tom ROW UL LLC Trey Swop. P.E. 12/1aI020 12A12020 12212020 Appradd CMego(y: Eleanor Dori r041) 494.2013 (954)IM7-0660 "CMegory: Bauder Dar Canponents tan.rseellgetesebloy.ca Cem hunts Matliod Cor85uUon Lail( or Leong m F WNStAllaPeaduab ... Quietly Assurance Anruvedfor Uea ApaMad ra Use Impact psalm aJmi lYpport Matlr. N.ataw sir win. p( n JL,gag gaiK .ou Resistant I'� 1 807. 707. 727, 1d 7, 757, 777, end M7 single end Peke d Fluai. Glazed. and W4 ived Shell no parrs of 17I312025 Yes Yes Yes WA Does hallow maul does. Florida Deportment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I d 2 l FrM1 f30 M-- Odo Dab Pendrs tits Huge kK= m mmom QUM vrtdroa sir yrydep alter FSC Ammer humame slam ReMsen 2020 MI Wodo sand Doane Brent stinger kvranean Architectural Steven M.Urlph. PE iVI72020 11n72020 1127/2020 Approved Cla"Will. WlndOWS (717)3ro•3300 Menulbeurers Astbn eOde1717)317•045r LMrC014osry: angle Hung bannis rgi nom compliance Method: Cwfflodw Mark or LMtlnp A2mwmtfg D_e Apartheid for Use im= 21= aaat mam Naligzjklas Pdifgn9deat co aalmratimnot inHYHZ $ i EMU= EMMM 2 165 S/i 52xT2 FIn1FTahge From* IG/BG Single Hung 1008,2023 No Yee No -sow Lamhaled Glass O N Cn -Fu N 0 Q. O 2 C_ to CD CU O cu Cn 0^+ 0 C 0 ca.O O W ca U _ O .Cn Cn J=_ as C L 0 a? 9 o a. H -Q .0 /� a Q Z Z W J W y N j O N L- c'M o II ��(�CL C l� t' C L1.,) Cn C j (Tj c NY y - �U) N N `) L ^ _ W rL n �cu�,00 C: > > O W Cn E N 0 C: 0 IL Q U 0 W CU 4daaa O LCU W Q W z J Z Q J t_ SHEET NO. PA 1.0. r 1--91 or TIRROMM Florida Department of Busiess & Professional Regulation pegmatite Building Codes and Standards If2U"22 Product Approval Application D4rtall MON or rain dine lea20 jyag yem(gg YgpqltUIlgOL gag= en WNLALlenu yWaq(�6t y 1 Ejg2A.loroval Aaumlar a" Revision 2020 Thal-Tru Corporation Steve.Josperscn Lyndon F. Schmidt, P.E. Ryan J. King P.E. 1000712021 00118=21 tom SO 21 12r15r1021 Approved Category: Exterior Doors (SR 843.76M PE43400 (813) 7574&% OubCOWrf. Stinging ExOeriw Door Aeaembim s)espernon®thormabu.co eampllano Wooled: Evalusben Repot Noma m Florida Registered ArehW or a Licensed Florida Professional Ergltter 2U&AMMU AMMro dmrUm lRRi1t; SI{IYR §gg,ft f rerduct Model. Number or Noma Product Dnedadw Contact Expiration Daft In HVHZ Outside HVHZ huhgant Pressure 1 a ThermepTru FibemClMeb end Smooth -Star Nominal 88dg9;8 aquokNon-Irnpeta&quart Opaque 12/3112022 No Yes No. NIA Companies Edge Fiberglass Shale Door (IneWryllOutaMng: X configuraborm) 2 b. Theresa-Tru Fiber -Classic and Srtacdl-Sir Nominal SAAW,;B squat. Non-Inn(Mdaquok Opaque 12/31/2022 No Yea No WA s Edger FibergMw 6ingla Door ' Sides OX SdN s) Omv4na110uftWrg; , OX a OXO aahfguntiont) 3 aTherms-Tru FEer-Cloula and Smooth -Star Nominal UM:B&gUANoh.ln" aquot Opaque 12/3112022 No Yes No WA Floergim Composts Edge Double Door whh or without $limit" 0moorirlgiftOutawria: XXa OXXO configurations) 4 d. Thormm Tru Faber-Clasaid and Smooth -Star Nominal 76111*0 5guat Non-Impac*quot: Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Don (Inshtngl Ouhw4ng; X coaigumben) 5 a Therma-Tru Rbar-CteMk: and Smbdh-Mar Nominal 7&W3a0 aquetNan-Impaaaquot Opaque 1201/2022 No Yes No WA Composite Edge Fiberglass thol'oor with 8ldella(s) (tnawingiOu4wing; XO. OX M OXO configurations) a 1, Therms-Tru Fiber-ClantMc and S r odo-Stir Nominal 8&WA;0&quokNon-ImpacYagwk Opaque 12mir2022 No Yes No NIA Co npats Edge Fiberglass Single Door nrrwinWDuYWi o; Xwnfigumdan) 7 V. Thoma-Tru Fiber.Chwk and Smooth -Star NomhW 8&W3e l) &quatNorv4mp■odgA Opaque 1213112= No Yes No NIA Camomile Edas Fibwvtau Single Door WAh Sidolite(s) OnsinngfOutaWng; XO, OX a OXO oonfine 8 h. Therms -Tab Fiber.ClF,ssic and Smooth -Star =191 Bgumto1;0 BquotNon-I mpoebl uo; Opaque 1273112022 No Yee No NIA Competes Edge Reargues Doubts Dow lath or vAfttd Sld$Mm (IneMhg/ONWAing; XX or OXXO configurations) 9 L Therna-Tab Flber.Cbssic and SmootMSar Nominal! 88k39;8&quokNon-ImgwY&quak Glazed 12mt12022 No Yes No NIA Conpains Edge Fiberglass Single Door OtrWndDuhwhg; X configuratlpn) 10 1 Theresa'-Tm Flbar-Classic and S mth-Star NomhW O&VU;& 8quotl4on-Impautaguot; Glued 12m112022 No Yom No NIA Compoalb Edge Fiberglas Single Door Will Sdela(s) (InaWrlp/OwbvOng; XO, OX or OXO 11 itThemes-Tru Fber-Claask and Smooth -Saar confipumtona Nomklel 8& :8&quokNon-ImPsm Aq rot. Glazed 12r31)2022 Ale Yes No NIA Composite Edge Fiberglass Doubt Dow With or Wthoul Skolmoe.(InoMnWOu WMM9: XX or OXXO configurations) 12 L Therms-Tru Fiber -Game end Sneooth-Star Nominal 7UU,,O&quokNon-ImpacSquok Glazed 12131r= No Yes No. NIA Compnrtle Edge Fiter9less Simple Door anaWnao7ueswing; X conflguraBon) 13 m. Thterma.T. Fibor-Claa.lo and Smooth -Stir Nomad 784139;08quokNon-Impect1qud Glued 12131Y1fyM No Yes No N/A Composite Edge;.bopism Single Door .4th sdelde(e) Onnoing/OuleWng; X0, OX or OXO configurations) 14 M. Themle-Tru Fibs-CWsie sod Shomoth-Sir Marmoset UOIN:0 AquotNoh-ImpedJquat Glazed 12GUM22 No Yes No NIA Composts Edge Flbwgless Single Door O7aWnglouaevrg; X OvAounwon) 15 a. Thsrmm-Tru Fiber-Clonaic and Smooth -Star Nominal $&#%:0 defuctedon-ImpooBquok Glazed 12131Q= No Yes No NIA Composite Edge Fiberglass Single Door %M Sidelea(s) OnsWnp/outawinp: XO. OX or OXO configurations) 18 p. Thema.TtU Flbor-CWalC and Smooth -Mir Nominal 6&032;0&qucr Non ImpeaAquct Gazed 170112022 Ida Yes No NIA Composes Edge Fiberglass Doubts Door WM or vAhord Wefts OnawinglOutWnlnO: XX or O)O(0 otnfigursdone) 17 q. ThemrTtu fiber.Classic and Snodooth-Shur Name* UON;8&quokNon-Impx4&quot Opaque 12131/PC22 No Yes No NIA Composite Edge Flberglaes Single Door With Tnnsom(Insct( nit; OrXconhguratlon) 18 r. Theresa-Tru FiberCWab and Smooth -Stir Nominal 30; &quotNon-Imp■a&quot Opaque 1213112022 No Yn No NIA Canpotia. Edge Flbergler Single Door WM Sidaiile(s) and Transom (IrwlnpAubwlng; O1XO, C/OX or OIOXO eomlgulwbns) 19 aTharma-Tru Fiber-Claseb and Smooth -Star Nomiml 8BAWO&quic0on-Intpact8quot Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single (lea lath Sddee(a) OnsWng/Oubrving; XO, OX or OXO Continuous, Hood and Sit corhiaurabons) 20 t. Themes-Tru FlbanClasab a and Smad%SMr Nominal BUWO BquctNon-Inpsd&quot Opaque 12031/2021 No Yea No WA Composite Edge Fiberglass Single Dow with S colae(s) Onsw ilo/OuleWng; XO. OX a OXO Continuous Heed and 941 conlguratiora) 21 u. Therm■-Tru Flar-Casein and SnnaM.Ser No n m16&W38 aquOkNsn-impsd&quok Gazed 12131r= No Yes No WA CompbeRe Edge Fiberglass Shale Don Wtl S cbI b(a) (InemAMWOutaWrrg; XO, OX of OXO Continuous Hlasd and Sill configurations) 22 v. Themes -TN FberC)sssb and Smooth -Star Nominal SININWOSquo0on-Inpeasquot Glazed 12/311= No Yes NO WA Compositor Edge Fiberglass Single Door Wth SldolbKs) OnwMnglOuUN*V: XO, OX or OXO Continuous Hload and 51 colMguretlom) 23 w. Thorns-Tru Fiber-CYab and STaotAStar, Nominal 619*,S &gwthlon-Impoadguok Opaque 12/31/2022 No Vent No WA Composite Edge Flbergww Door Panels with Vented (edetae(s) Onewinsfowlewima; XX XXX or V= ondrpvral inlq 24 x Themm-Tru Fiber -Gawk and Smooth -Star Nominal B6a39,0 SquotNon-Inlpaa&quok Opaque 12/9112022 No Yes No WA Composite Edge Fiberglass Door Panels with Vented Sidelbe(s) 0navdny0ulewhg: X)( )=a)00(X configurations) 25 y. Therm-Tru Flier-Clouleand Smooth -Star NomW&IS&aM:B&quolNon-Impaa&quok Glazed 12131/2027 No tin No WA Campmee Edge Flbarglea Door Pamb uaM Vemal Sidelas(s) OnoninglOumoving; XX )=a XXXX aonfourations) 25 z. Therm-Tm Film -Classic and Smooth -Star Nominal 68i130:O&qumNon-ImpcdJquot Glazed 12r31/2022 No Yea No NIA Composts Etlge Fbergba Door Parole udh Vented S cleve(m) pnovangrol4MNYrg; XX XXX or XXX( aoMlpuraOona) 27 is.Therms-Tru Fiber -Gawk andSmoothStor Nominal 65036:81%qucttion-lmpao&quot'Glazed 12J3112022 No Yes No WA Composes Edge Fiberglass Wale Doan wAh 35111390 Sdelbe(s) (InaWngfOu(sWre; XO. OX or OXO configurations) 20 Zb. Thermo-Tru FlbarC)asab and SrtxnM-Mar Nomina1B&W9B;8aquokNon-Impsadquot; Glazed 1213112022 No Yes No WA Compete Edge Fiberglass Double Door lath 8dNWOOide(roar Onvoing/OutdWnp; OXXO oanteuragon) 20 u. Theme Tru Fiber-Clio:c and SnaoM•8kar Nominal 8&M,0 rglKlkNon-In1Wdliquot Glazed 12131/2022 No Yes No WA Companies Edge FibergWo Single Door will 3AM, D Soo) is) OnawmapAOueswrg; XO, OX a OXO ntauraeee77 30 zd. Therms-Tru FiberCleesic and SmcoMSftr NaoomrW 6AY3➢t:O AquoCNon-Imptd&quot Glued 12I311s022 No Yom, No MIA Cam(losies Edaa Fiberglass Doubt Dow lath 35409,0 Skeins (InsWnp/W Waning; OXXO configuration) 31 za. Therms-Tru Flber4k"c and Smooth -Sion Nacho) 7&439,'0 &qu"on-ImpaaquoK Sharer 1213101W No Yu No NIA Swim Contractile Edge Glazed Fiber low Single Door With WMout 1 AW39:2 Sidolb; On.Wng/Oulsweq; X. OX XO or OXO cornfigura0ons) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLN5269-R31 29111 Z= or 20 20 20 status MCP! VersionManufisetunr Contact E129kik LA Validated By V61Ltlarted Submitted PE#DW g. ARGIGY d Approved Revision 2020 POLYGLASS USA MauMAllm rt, License John W 1012MO20 10/22/2020 FOC 1211500M Category: Roofing $954M31330Smalperiopolyglass.cum Robert Nieminen Knezev)ch, PE Approval Sut)CaMgory: PE-591ad (954)772.6224 11/01/202D Underiayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional FLA62S04131 Engineer Products Produel model, Number orNams Produa Dsaeripdlia 1 PolydassRoofUnderliOlmams RootingundoolWorets 10'21/1= No Yes WA 1 POlyglass Root Underftyments (HVHZ) Poyglaa roof ureana0ments let use In Fee 1223l10z1 Yes No WA HIIMZIuredidiar. 2 Palliatives Roof Underleymenns(non-HVI Pdygl*% roof undarlayrtanft, tot use In 12I23120Z3 No Yes WA Pee non-HVRZ Iudedidldnb 1 Poly(lass Roof Undorlayments (HVHZ) toss roof underlsymerAo for use In 1`9012/23122M Yes No WA HWZ jurisdictions, 2 Polyglass Roof UndedylmerWft (non+IVHIZ) Po�laes roof undelayments, for use In 12123r2023 No Yes WA Fe norrHVHZhidsdlodam, 1 PolyglaaRool'Underleyments(HVHZ) Potyglassrodtundedaymertsfor use lnF5012f2 Yes No WA HVHZ ]urisdietiar. 2 Porydas% Roof UnderlaymentS (non-HVH2) Poygless roof underlsymen(s,for ua in 1213/2o23 No Yes WA FSC non+IVHZ jurisdictions, 1 Polydass Roof Undelkyments (HVHZ) P*glass roof undo lymenft for use In r13C12/2=123 Yes No WA HVHZ turisdkNcra. 2 PolydassRoof Undetlgmonts(non-HVHW PeiyWeesroof underlaylnents,far u6oh 1223+2023 No Yes WA FRe none-HV1,42 ryddi0dwa, +WAI.822.6 WA .NW-W.6 WA +WA/dQ2b MIA +WAt-622.5 WA +NIA/-e= Florida Department of Business & Professional Regulation Pone 1 di Building Codes and Standards 100=1 Product Approval Application Detail Smile raitLgr au ar3 arldmama Ott 3)tga Vr&Im tYSldiaWts awmit 600lasJtllgsoll )(altirfGat yAwdd ialmYld PSCAmmvtl Argm>si ?tabs Revision M20 MITam Inc. Ern WacNn ICC rwomseon eet4c0. LLC ICC Evaluation GoNke. Oer 12021 080102C21 00A2/2021 Approved Colpny: 6eutWl Carlr+onant (96Z)e60-8035 LLC. aLwC ftg.7. muse PiYM .wtldenQmll.eom (205) 399.09W C.NMIIaKeMaMod: EvauMion Report from a P.,Aat EwIMSan Enty AMEONtaUM AmrovedfiniW kum Aldo Am hedMi Yohl Number o Nun IiII!&�.1�f.Mm G2wmLtm ilRmw a)�L1Ali ti)A1: 11 lea. 1 mimms 18 go. high strength louse connector plow IV31=z Yse Yes NM NIA 2 NIMBUS is 0a Apos high *Ohom [ruse connector pole I Mir= Yes Yes WA WA 3 MI is 16 at buss connector plat 12212m2 Yes Yes NM WA 4 MT161IS is pa, high atanpth In -monad. plat. 12/31=2 Yom,Ys. NIA WA 5 MT20HS 20 a► high st"pb else *wood. plate 1221f2022 yen Yom N/A WA 6 TO .Mile 1s ga. eman-mad. plNN /22142022 Ye. Yes NM WA 7 TL20. MT20 20 ON, tlVn mrmoator pains 121312022 Yes Yes. N/A WA Floods Daparment of Business & Professional Regulation Pop I art Building Codes and Standards I&MI Product Approval Application Detail Gpol Knilbu anti Jul Dowlyoama !ala M= Ytmm a10llleGaalL SdaOaa MMMMlLirftai yallgltdJmc YlAAtd gaBlild flGdmtmal Angmlal .Hess Attenuation 2020 POT lndustrtee Jan. R-cv* IAamHOstle 11000-CER Ukn+Osd. BCCO-VAL ll/V 020 11105M20 11n1f2020 Approved comwe: Wndowr (041) 46Mi(X1 (780) 315.2W SuArCaaaany: anal. Hung )rwaeaM@pgIIrKNMneac CWWIIon M.nlod: CWMMU. Me,%a Lbdng am QWU AtaNMN AMUMA ME AMMMIw use am" Ream Product Morel. NsMr a ehnrProduct 22 QWS (Lwg. MINN. impact) Vinyl Single NWng YWNndae 6 �Y. «vAS an Y. WA W Florida Department of Business & Professional Regulation Build ngCodes and Standards Product Approval Application Detail P•P 1 tar l 1A'21R1 rmm a o" Lill MIA are.emam gat 3111111 vanow NagoteLl(t contact FomiriLmm Yliliam!1, yliird aamad PICAmmvtl Aggatlal "a ANMadW 2020 POT Industries. Jan. Rammed IAama-OWe OCCO-CER MNM-Oode GCCO-VAL 1IM020 11/05020 1IMU2020 AP0046 CoNewen ".6ews. (941)488.Ot00 (786) 31645M aubCMegory: mad lmedwlddippindustrisise Complismas N.Mad: Calandra. Mom or Udng ern ... 9UWkAtsuma AoKmmdhL2m Amravaafwtl. imud 2NAM imA PW-0320 fLvge Mossle lmvou) bVMi Ft. d van, Y YMIA � � rs4a 7hfRl Yrrm talMi9rYm Revision 2020 Jinn" H rdte Building Products • Inc, Cooglarim Pan: Initial4 &lrcmomrr: one Compliance Method: Evaluation Report Yom a Floods R.almndAra.ha or. U-seo Flora Professional erdneer Ala hodudMOM November air Nara. 1 Comstock Leo &ding 2 Hand.Plsnk Leo.ding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d1 1a2D21 Florida Departmment of Business & Professional Regulabon Rac i dl Building Codes and Standards 151M21 Product Approval Application Detail Gggl on2v or am prudes sect ika ridm 6ammom QM= EOaNetiLlaaY ummium 9t 10110 d . 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Horkaealaider bwtlingerQmhwdmm Me thod: Mark a Lbte1g hnct ethod: Cavitation >iWm(AilfJmfd Aaumn9ta.alt ! mgaat arm Loa $pglML,amGfblam Gmltmtrsralm,Wla 1,HVNi 2AUWLr)Oli numm L',-, 1 Ha f46 Fin aid Flange frome, 73x821no ad d 0a. 02/ WOU No Year No •55/45 Cab I= Ymlaa a1Mlhm m R.Msion 2020 me Windows and Doors CeftpMy: Wlndews mlacirtap". wsam Campllon" Memote Evoluseon ROW Nam ■ Malec Mealstnd Arahtwt or is Licensed Flake Prohssion: Engine. a14t 2 5784 Florida Department of Business & Pmfonlonal Regulation Building Codes and Standards Product Approval Application Detail eloti&ar aSdast lnatmarALlaanaa ididdh grand Saslow Luis R lams, PE Steven Y Lela., PS 4117) 365-3300 PE-82611 4 QM 317d464 bOMpar@mW.ean RaNidl Iffiml gat Aug RatEsmdm Alta )trash i4illiqpM FmCAmrovel ARorovoil grab. 10011" IMW020 1011002020 12MEM20 Approved mlamtAaaJtaard &SNageaa[Yla seminaries far Use. pmgggq Rgapm agol Mumw'numoMullon 122 1, NWZ a111Y� RArl= Verticallo Van Yes IU Florida Department of Business & Professional Regulation Pro 2 of 2 Building Codes and Standards ios mi Product Approval Application Detail emlya go tea! a1ItPMWm test Slra Bnl& ar alit an Rat JAMM 291 Cooled EooDULLWMU xdwi a xwwim aamatd FQCAgpmsl Apaami a mi IVaI Yedm tlamdlcaluc RaolaM inamuLAlJolma )IrIIW+I ac >rilala/ aamrel EIG9sgsatal Aapmml imps Chad Moslem V. Aedroly Tam John Bodied. P.E. 01+0512021 12/10020 olmo21 ding PBC Appn RIAU. 2020 Abiaa Nick Thompson Lyndon F. Schmid, P.E. Rom J. King. P.E 021152021 0211=71 02rJ22021 0411Y2021 Appro.W (OC9)543-8350 PE-81062 (352)307-2526 cal.(py: Panel W:b (330)922.2389 PE-43409 1513)7111-0556 oh.d:tlbrdamblsor hard Subcatego7. Soles' nthomp.onQatsidr.ewn asses Complla N49hod: Demeter, Repot tan a Flood. RaglmadAntnbct a. Licensed Made Prd..tbo.l Engineer agggqLAg{pgppl Acwovb glg,yge Amrovid fa ties t0alr .bees .... _ . .awdkAuwjm _.Answered to Usim Amr.vd fa Ua. ko= lisdia; ft2agLailawn mat IN HViINK out ttlall w Pressure Atl A Fork" MeldsL Namaef er Howe froasf Dssormon CONao Omrr WjmR o In HVX1 derelcs NVIiEResistant Prom, tbrncemad lap.)dng 1221/2023 Yen Yes N/A WA 1 0.&gra2rbqud Bola Vent a Sdad Vhryl Sofa Q1312m3 Na Yes No WA fiber-"raanl lapaldhg 1"11,7023 Y" Y. NIA WA 2 n aqud;Mlhnc. T44ua:8atin Vent or Solid Vinyl Bore 12n112023 He Yn No WA 3 d. &quce;Gye.trlar Mntegt BoadadliSM' Stnit Vont a Solid Vinyl Bafa 12MR023 No Y40 No WA 4 d&niccoadquot Boa Van[ w scm Vayi Sara 1203IJ2023 No Yes we WA 5 e. &qud:ChwW Dak&quat Saint Vent need Vbyl Some 12212m3 No vs. No WA 6 t. apuo;aupsr apsn&quot Will Vmt or gold Vinyl Sae 12J3112023 No Yes No WA Florids Department of Business & Professional Regulation wool of Building Cates and standards +psrM2+ Product Approval Application Wall ar aide rearldras Ilaa VNW- MmYfmi4lm GpsKt ant d�irmnALlcaua Yditm hisitagal, Iscliamirmw Aaslmd Ater Ralston 2020 TAMKO 9ulding Products LLC Kom Eaten Rabort Nbmmn John W. Kn n4ch, PE 10w042020 0612g2021) 10/122020 12115=20 Apprlsad Catapry:Rom" (417)824-05" PEIMiee (934)772.8224 gubUmen er UrdawynaNs kern_eaor(l[sMo.com compliance Method Evalmot m Roan tan . Fiance Registered Averred we Licensed Florida Prda.-* fingerer, aIWBYALYfmaa Amrwad for us& &AL mdlaAw !mom OYIm Atha Relent Cigarette, tit in HVHX of b&b HM Bldg" t3tee+a 1 TAMKO Rod UndemaymMe,(HVHZ) Rodundedrymrde for ua. in FSC HVHZ OSIM023 yen No NM WA Iunsdadone. 2 TAMKO Rod Un"mynanns(NON44VHZ) Rectundbmaymenls for mot in FSC mM1VI4 09282023 No Y. NIA NAA )unedcdcos: Florida Department of Buslies & Profeaslonal Regulation Panel all Building Codes and Standards n2o2 Product Approval Application Detail Stdi I= V,,W n asmCKalos Rausim 2020 L.V. The peco • Inc itm Thompson Architecture Melds CWMMY ITAMCOI Cregay: Roping "Camgory: Racing Accommodate a that a o to Integral Pon Orin. Racing eletam Compiler" MMOLt Evaluation ROW Iran. theme. R .alma Architect as Llomesd Florida Professional EmQYnes, Awl 1 TAMCO FIM Tap 01bRtege Vwd will eats tar Tim 2 TAMKO Goldoni 3 TAMCO 041LRidge Roof Vent well Bolts 4 TAMCO Rand Tap OIFRIdge Vent with Mine for nb Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pop 1 of 1 iw=l Eydiv c art art GatLmdm arcs 1.mtsd amaouLLUMu IuLbm ! Wood Alamglea PoCAddr-w auma4 arm Tony CmAetmmn Zodary R. Prbtl Steven M Ulceh. PE 0201712031 oa/102m0 010=020 12/1d220 Appro ad (813)249346e P674ml (717)3174454 larval, - tompigaom Quedor Mistretta EMNALOMOMm Goa Aasowdfwutt lamp$ Approved for Use 2AMOLMM )fig(. bll&= RPM Emma 26 ga. oof odd rovad dw with bathe OeAB202e Y" Yss NM WA 20 pL ONMO20 No Yes NIA >9F52.5 26 oa.lobormfvwdkiawa1btegratedbW% M)OB2me Yes Yss NA WA 26 as. static rmfv.NMw win bone 0601112026 Yes Yoe NA WA Florida Department of Business & Professional Regulation Popp as Building Codes and Standards 1P 2m1 Product Approval Appllcaflon Dortall Qa totlhEr art sal Doi% am an CAN imetl It art art nodho P ram glee z m Version PANWM iaotir: EaZdmOrALraoia >dtlr�a( kdgm a.aYNg PAC AWWM Ammmg >arva legs voralum I OINNIS W(s G� Ioalala.Ail- VWWAd 2. VlsOud StaiM PBCAog� Amendment tAriN Rwisian 2020 Lamm" trlm KeJMIy, J-L ewnmo. P.E. seven M. laid, PE 1123/2020 111J3/2020 liPM020 tine FBC Appn Reuiabn 2020 Steel Ransil; Anderson Reds IAPW union" aveLuaen Gary W. visitor 11/0312020 11102PA20 ilIM2020 Approved CW*VW. Romano (5D71a9Y8163 PE-31242 (717)3174454 cob..." "among (W)300-e081 SaM001 I.I.C. (205)854-0190 SubCat■Oary. Rooms Accessories that we an ptlby@kmeneo.mm 6ubeelegary. Rodngmlse RabinMdsiranQoanoo lattpfll Patofthe Reding Syetom compliaaea Mad": evaluation Report Ran a m CoMilaloa Namod: Ewm.tbn ftmM tan m Pmdm: Ealuotlon &My Florde RedstmdArchftectweLk ftd FlorM Prdessional EnamorUNMR&amo QwM Asurmm Amm6 d�for ll. ABproatforU! him Rim -' .. ,,: _.. ,. r.... a y0N ".." 01115" M asa 4. asI WNS gumm Anew Aummod for Use Approved far Lea ]mad Doom is Suring- Shape. .a e. lips[ Old English CO 1211�fI01 1� tit AM 111 A iWA &Lk= aldslamQli alrremt tymm Thumump;.np.a 1 Desk-Air'h OA4/ aTRFRuiR Dedi-Ass DM Laa Prone, Pd))Propidene Plead, Rod Vent IVIO.2025 No Yoe No W.V-07.5 17 Sway OW -star. 8hike amp: Soo Shake Fiat Pre lie-Stanm. CA 12/312020 No Yet WA WA MsehoniaH Attached toPbwood Deck. 18 assay NO - sash, Shah trnp;$00 shot'. Flat Pre6b-Rhko,CA iV3if2020 No Yss NIA WA 10 economy TOO -Shok., Mtls Ommo: SON$hall* Pion Rollla- Slmktoe, CA 121312020 No Yss NIA WA 20 ao[onY IW-snake. 3Nn&.mp; 1ptd snake Fiat Prdm -maao, CA IV31r"0 Nor vs. NM WA 2/ To iepmt / grrceron. H(n FYella - K.J. TX 171712m0 No T. MIA NM 20 We Low Prom. - Nov. rX 1213141020 No Yes NIA WA Florida Department of Business & Professional Regulation pop i of I Building Codes and Standards 125 z022 Product Approval Application D43tall Gab Entity or data 21k Data P@rMAWA sate T= Version Manuiessurar Contact Endeavor &Uewma Validated By Vap vialmonfland FOCAgeroWl Approved bfttua Revision 2020 All ArrMrican Shugereard Glass Mica Sweated Frank L eo mardo, RE Troy Bbtlad. P.E. 1LYW020 1011r112020 11105/2020 12115=0 Approved Cataaory: Shunars (561) 712.9582 PE40046549 (9M) 647.0880 SubCateeory: Storm Ponsb mikeo®Mlamerloanshuno Compliand: Evaluation Report from a rsbem r end Ace%hlbat taro Lkrrhaed Florida Professional " ae a Product Model. Numbs or Nam■ (.gag Ammvadfor1Jas ApcmvedforUa Product Description Carina axpimbon Deft mNVM outside lama HVN2 Ralttnt bodam Protest.,m 1 24as Galvanized Stool Storm Pawn 24po Galvanized Steel Storm Panels 121312022 Yes Yes yes, WA Florida Department of Business & Professional Regulation Pea l arl Building Codes and Standards 6114A2m1 Product Approval Application Detail fiela ImattAr era art 2ALElmam ma ]yore Version NMdb=W contact tmitKAJAMM VHMMtdiw VlaWna "MUM POICAmmwl Approved gees Revision 2020 WMMemuw Rco B:doin ICC Evauatloh 9or ice• LLC 1. LvItw, P.E. 02102021 IW13MO20 02MY2021 Approved Category. Seudaa Components (253)92/-e478 (008)039-328a lr6Catmaoyc&einsend Lumber Rabant.eaiavin(gwyerm Cerrplam. McNed: Evauaim Report Rom a a... - Product CMJUMW Enter ilk! 20MLAU MO ANNOML LYM &MMMUZAlas lasts seas Anal $dale PLStlaaffi Goosar Crlatlmatt i1lOAR 4Llrstm= Aidli ml tmwM 1 Ylcrreem LVL LotMeM Vanesr Lumber CY312023 NO Yes NIA WA 2 Panels. PSL Panel3erend Lure. OY312023 NO Yes NIA NM 3 mmberola col LSL LmrrenlN Strand Lumber OYJ72023 No Yen NIA WA 4 TJ Rem B"re dNdut.I Contractile Lumber a Qbnled Strand 03/31=3 No Tes NIA WA board lam Board 5 WeyameMmRm Board compiled Bland Board Rim Board OY312m3 No Yet NIA WA Fonda Doperlmant of Business & Professional Regulation Building Codes and Standards Product Approval Application Dean POP + art IRrm1 Code I11dOr gal ass/ ataEmgm tt/! m m Yadm M&9920lrac ran= loamtlLALlaon vmdrad r Ywam laamma Fac Ammo. Amman was Relaton 2030 million Stuart Loeb IOC t valuamon Saiuke. LLC Wmnn M RMNn, PE 10312020 102=20 11A52020 11MG M20 Apw..d Oatagoy: sorona coreaclients t321)7103377 (407)801.1917 SuleCmgOry: Trues Plates wawl.AmlpinelW ran Compliance Ndbod: EvouMlon Repot from a Product evaluation it.* imlPradwHoftMumwotNam Product.aterdslon sMaatirrntimlact Ammialt¢Rse IO.tlb1I .milli Imala 6tarlml Proles Pflirlmt 1 nab SCGJA(om. Higher Solo"o (H &amp: 9) Melon Connector Piet 12212024 Yes Yss NM NIA 2 nab SC46toom Hope Plow Awhl Comada Plot. IV312024 Y. vs. NIA WA 3 rrW BCG/Aiplm Trusts Metal Com.tor Plat 1N31=4 Y. yes NIA WA 4 rrW 6C98kixm we" Mehl Connector Now IV312024 Year vs. NIA WA Q& Alma ii" lid Flemish. 2020 MI 1Madcon,20 Dona Colopay: Whdtwm "Catega7• FbiN Compiler" abstract CoreAss6on Mark a Lis ing a!a! Iredhret radat. leaner or I&= is$ PW Florida Department of Business & Profession] Regulation Bulking Codes and standards Product Approval Application Detail ab0lete s"�+e..„I �-"' YJaasai.ir awn 3Nlneer Amailcon Archgdunl 0-. Y Loch. PE 1717)3603300 MmutaeWrrs AFscabBan (111)3174454 budinpeoglmlwtl.dam PSOe 1 a2 I fyM21 sal aLL Do" Portable sat Yisam jillimtlst EaCAM." higm O .alai 11/22r= 11l1212= iiaa2020 Apprwd AMMNNUKUU AumandaLft tel86al Realm Nod= Dascftftn Sdtim2.imtatlaa.dta In HVMZ out" MVMZ Bidim Pressure 73. 721nvAsted Wens 04AM023 No Yin No M. 0 Florida Department of Business & Professional Regulation Building Codes tend Standards Product Approval Application Detail lisp. t d t re20tt Goal firell, or au We 2IMaWgIM gim glee. Vwlm MIOIdsaIM[ fdlisi aaolr iLpmet ximltilBi. xwalw liitalligat LiC AaomJnl loamtm ilatla Affixation 2020 POT Industries Jens Romrtld h4vn*0.de 0CCO-Cast Mbrr.DeseaCCO-VAL 1105/M20 limu"20 11n IM20 Approved Calogay: Who-. (e40468-01W (780) m5.2590 9ubeahgorr Nrllrns lraanMQpplmuemea.e Compliance Method: Cadlattlod Awrk ar LMhR inn P[a2a1Jl43 iteBYtY.. '' .,' a+sW &ba[a.a aggamwugL m ARAMOAALUE Ime9al gait IeBi Pla vas ModaL NLwbw er Marta Poduct Essarriodcom Gmmact ImdDbffiCot to HYMN aslYdLmmi see eet t'ftl m 1 W41.9 far Ail Dom rend Windows Aluminum Muaom 0512012026 Yea Yes Yes WA Florids Department of Buslrtaw & Professional Regulation Building Codes and Standards Product Approved Application Datall Psnetdi 14=1 !� 91aYegt Rea ants aagm am as 3ym VtWr) ilag&M= Sedlrl maitl[AL1am1! Vgtidl O a( Ytwm slab M4 FSC sAM [MM AVgmvN aunts Intrusion 2920 GAF Michael Such Ransil Nomimn John W. KoncMdh. PE DW26020 D921120ZO 10MO20 12116=() Approved Catop.e: Railing (800) 7003411 PE-541164 (984) 772-=4 edecesedu : Asgrot shingles msllendb er.Nm CUMIL sadhod: evolutlaan Rapes from a Flalds Registered Aranneci a 9 Licensed Floods Plaeglon: Engineer AMWUAAMU4t. Awaybd far LAM Ag NMWfaUw miaki ales alai Prad x1 Y.e L fiMhr a lima In IINII OLdwcb Hya AnilMd Potham, 1 OAF AsphW Rad Muugles Flberesesrwmonad 34mb. Irwnnod. 5•hb antl 17/I62o22 No Yes NIA WA trpmop .wh.N mmgaa Florida Department of Business & Professional Regulation Building Codes and Standards Product approval Application Dealt Pool all 1N29)1 Slat GO& or an Riot 2021"m atl mm YwtnRnuaemrer CaYW 6abw, A larva WNaadMY yoodoW &&MAgg pm Adufaft Improved -M-12 R.A.lan 2020 Floldm Mml Products Ino, Cunt James James L. Rummer P.E.Q aevoe M. Urleh. PE 01272020 OW281220 1010412020 12AWN20 Approved container. Raising 1904)153.04D(1 CSUCK Rhi nesM1hp 1717) 317.8464 eveCmmorr• Racing Acooanonn that sre M dArkQil•i^m ores PG31142 ImeaN Pan of the Rocang eymm Compliance Method: Evaluation Report from a Floods Rpletared Architect a a Ucon.d Floods ProtNsk..I Emonw AmraNed fer lln AmrauN to tab )p = LL►a�Ym[tIel s... me MVkZ a1�o paLvmrA 3 3-FlA)AC V10R�tN8qumt. Auminu�mR M1 far pedhN soma seem v 1Z/3 Yonfailagai WA from 0.0W AI-inumn Florida Department ofBuelnsss& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel or 1/252022 Entity or 0119 21111 I3na Version Mmnu aEaior Contact L il1con" Validated by Yid" jVjj tl� � Acurraved iLL+s Revision 20R1 Global Protection Products, LLC, Tim Robinson VlaarA. Tat Jr., PE. John W. Kneldwlch, PE Oa'0RM= Oa/081= 1010/2020 12r15J2020 Approved Category Shutt (OU) 08P7545 PE44167 (964) 772-WA BubOelegolyr.form Panel. tim.robinaan®gppem.con Compliance Method: Evaluation Report from a Fkarkle and Architect as Liommod Florida Professional Engineer ser p(ge Model, or N■me Product Oaatdtbn jit�(Oggg Cwatract E3mlraabn lab Aopeelnre rev Ues Qpgagn.d nyHz outside I H tar Uo u HVNz lflisi� tines. ResiMard Pn■oun 1 20 Gape Galvanized Steel Storm PanebA-IVHZ Corrugated Gelvanixed Stool Storm Panels retained 12/31r2022 Yes Yes Yes NIA. at not by bodes to provide hwricara plaftotion. 2 24 Cage Galvanized Stool Storm Pane4MHVHZ Corrugated Galvanized Simi Stoma Panels retained 1213112022 No Yes Yes WA or not by Intake to provide hurricane prebW on. Sdal Revision 2020 Con"OW Cmwew Producto.ina. cemmielo : acuaenl components SraCotgory: Produce Introduced S. a Result of New Teehnaogy Compliance M4arod: Evauaion Repot tram a Fbdda RrgimndArdhitad a e U-sad Flood. Prele.knsl Fnpinw Illat 1 Ousllly Process or Commerad concrete Products Florida Department of Business & Professional Regulation Building Codes end Standards Product Approval Application Detall Dim ar rest&. 2mb2Kj6kom RcbM OHIO Samuel A On.nlorg 013)854,37p7 PS-34245 Pn"oameara k-com Reactor and OConcocts Unlob Paso l di 4m2m1 RSA sae are&eaoe att VaMam.lbC X MWu1 Ilemflaa F&Csmlwa AgBgnO air& John Hy 12rle=" lznGM20 12/222020 ding FBC App. (352) 60-5311 SWmtr.A1M�o® 8�1lM2aStil Anomalies for lia tmala, 20M G! [almart InHVIIZ O"dptOmi Rill" tnlaltt 05125rM4 No, yes N/A WA Florida Department of Business & Professional Regulation Pone 1 orl Florids Department of Business & Profeasionel Regulation Page I a2 Bullring Code* and Standards 1171021 Building Codas and Stan larde 92e 2m1 Product Approval Application Detail Product Approval Application Detall Co d. IIt2• no 24ft tradesam ]78 Version 610uarYQ CordM &,1, u0,Loss s vrdredr y1lialost juisitgta Far: Anuoal AagRmr ik" mm ys'o.,lag tllmila� Sltalaa IIoalnleIII, llmli VWddada ySbIftd Ff l Apamiar p� Relolon 2020 CAST-CRETE USA, LLC Cralg Pacno MNmI.O.. ECCO - CaR a1.ml-0108 BCCO - VAL 1Inorim0 10272020 11/272020 Appfabd Affirmation 2020 Alpha Aluminum, Inc. JOM slim Luse R. LOran sewn M. Urldh. PE 11n6=0 11n8202a 111202020 Approved cah9ma structural Comments (613)6M4641 (700)315-2590 cum": Panel W.In (407) Brig-2W6 PE82O1♦ (71n317.8464 abCateea7 Produces Introduced as a Result a cptRnempetlaele.cdll aWCMaory: teONNv aaA.ludnumhCQy.ho New Toahnda% Cmpirmme seashad: eimmusban Report sans o.oam Complies." MaMod: Cartlhcdlon Mad a uwinp Flans Reglessed AramNed a a lJonnood Float Pror.tlmat Engineer RlrrtlLAsaluoss A A,mravad far Lima cyan again Dina! Pro&&t Dmrbkn SdmtoaawrAtimRst InMV)ti outrdeHVtS &Wri¢ Pim(Ite r Use A2,tgalved ev Use 91rttrAW*ssa AoerIn ImWW age I High Strength Ocnam Wale 4. 6. 6, and 121nch lade Imes 05212022 Yse yes NM WA liitlad MVM llorat�urm smotaatF+mlolumai. ImlOAY >a�mAli asaLlaa l:mr4M 1 Aphe Al.immade6emp: Vented Aluminum l,IM Alpha Aluminum Solid Vented AJltnhure (I7/302023 No yin no WA CMU Jam; Wood 3dhV CMU Amp; Wood March 15, 2022 N N ^Pin ; L)W CL a 0 0 C .a I - •� C c 0 W 0•. 0ICU `V LL 0 co •� 16- �a cc 0 Q CL viva . C V Q Z Z W J N co Z vvM 0 a W (lis aC lro fin r1•'-� (� N t� fit: 1iY Q U ¢ 0 -0 O W U) E W O I` o Q 0 i` W CIO W =3 < lecons- O l` L LLI M Z Z J Z Q J a SHEET NO. PA 1.1 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 For direct Inks to ail SST approvals Ided below, CLICK HERE For addtkxnal Information regarding Florida's Statewide Product Approval System and MOM -Dade County Nonce o(ACceptanCe (NOA). CC1JQ HERE. FL1112M R7 a49U Product Modal. Number or Name Product Description 1 Titan Stainless Steel Concrete m Masonry Screw (TTN-SS) 114" diameter Titan stainless steel masonry screw FL#9811119-Rif AW product Model. Num bar or Name Product Description 1 SDI 0112DOB Outdoor Accents Connector Screw 2 S09112, SDO212, SDI0112, SD10212 Strong-Dr'lve SD Connector Screw 3 SD9112SS, SD9212SS Soong -Drive SO Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134, SDCF221334, SOCF271958, SDCF272368 5 SDCP22434, SDCP22512, SDCP22814, SDCP227DO, SDCP22858, SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221100, SDCP221134, SDCR271400 6 SOHR27400, SDHR27614, SDHR31400, SDHR31614 Strong-DrWeSDHRCombo+lead Screw 7 SOS25112. SDS25134, SDS25200, SOS25212, SDS25300, SDS25312, SDS25412. Strong -Drive SDS Heavy -Duty Connector Screw SDS25500, SDE25800, SDS25800 8 SDS25112SS, SDS2520055, SD52521233, BOS2530OSS, SDS25312SS Strong -Drive SOS Heavy -Duty Connector SS Screw 9 SDWF2718, SOWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw FL1a10007-RS J&U Product Model. Num bar or Name Product Description 1 ATR&8, ATR1/2, ATR5f8, ATR314 Threaded Rods 2 ATUDS, ATUDS-2, ATUD9, ATU09.2, ATUD9.3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP318.2, BP112, SP1/2-3, BP5+8-2, BP5/", BP3/4, BP314.3, BPRTUD3.4 Bearing PlaMa 4 CNW318, CNWi/2, CNW5/8, CNW3I4, CNW5/8-1/2, CNW3/4-&8 CouplerNuls 5 CTUD55, CTUD66, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device CTUD98, CTUD9O 8 N3, N4, N5, N8 Heavy Hex Nuts 7 RTUD3, RTUD3B, RTUD4, RTUD4B, RTUD5, RTUD8, RTU07, RTUD8 Ratche ing Take -Up Device 8 TUD9, TUD10 Taks-Up Device 9 TUW38 Take -Up Washer 10 URS3 318" Uplift Rod Run Tiedown System 11 URS4 I/2" Uplift Rod Run Tledown System 12 URS5 518" Uplift Rod Run Tiedown System 13 URSB 314" Uplift Rod Run Tledown System FL#10441-R6 Aal Product Model. Number or Nam* Product Description 1 DTT2 Hold-down 2 HDC1014, HDC10122 Hold-down 3 HDQ8, HHDQ11, HHDO14 Hold-down 4 HOU2, HDU4, HOU5, HDU8, HOU11; HOUI4 Hold -doom 5 HPA28, HPA35 Strap -style purlin anchor 6 LSTHD8, LSTHD8RJ Strap -style hold-down 7 MASA, MASAP Foundation anchor strap 8 MPAI32, MPAI44 Strap -style purlin anchor 9 PA18, PA23, PA28, PA35, PA51, PASS Strap -style purfin anchor 10 PAII8, PAI23, PAI28. PAI35 Strap -style purlin anchor 11 STHD10, STHDIORJ Sirapetyle hold-down 12 STHD14, STHDI4RJ Strop -style hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 125OW20 For chrect Inks to all SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Maori -Dade Canty Notice d Acceptance (NOA), Ch w " 21 LB series hangers Top flange hangers available in width of 1-W18' and heights ranging from 63f8" to 15-1/8", 22 LBAZ series hangers Top flange hangers available in width of 1-9/1e' and heights ranging from Q-W1 W to 13.118". 23 LEG3, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3.114" to 6- 7/8"and heights ranging from 9" to 33-1 /4" 24 MEG5, ME07 cries hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 7/8" and heights ranging from 9" to 32-117' 25 MIT sores hangers Top flange hangers available in widths ranging from 1.9/16" to 5- 1/8" and heights ranging from PA W to 24". 26 PF, PFB, PFDB, PFDSB swiss hangers Top flange hangers available in width of 1.9118' antl heights ranging from 3-W8" to 7.1 W. 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-W18' to 7- 1/8" and heights ranging 9-114'to 32". FL#f 0860.R5 ,AW Product Model. Num bar or Name 1 ABA44;ABA44R,ABA48,ABA48R.ABA88.ABA86R 2 ASU44, ABU44R, ABU46. ABU46R, ASU55, ABU5-6, ABU85, ABU66, ABUSER, ABU88, ASU88R,ASU1010,ABU101OR,ASUi212,ABU1212R 3 ASW44Z, ABW44RZ, ABW46Z, ASW46RZ, ABWe6Z, ASW86RZ, ABW7.7 4 AC4, A04R, ACE4, ACB, ACSR, ACES 6 BC4, BC48, BC4R, BCB, BCBR, BCS, BC52-24 BCS2-3/6 6 CB44, CB46, OB48, CB88, C808 7 CBSQ44-SDS2, C85Q46-SDS2, CBSQ86-SOS2. CB3086-SDS2, CBSQ88-SDS2 8 CC, ECC, ECCU Series 9 CCO-S0S2.5, ECCQSDS2 5 Series 10 CPT44Z, CPT08Z, CPT88Z 11 EPB44A, EPB44, EPB46, EPBeG 12 EPS4Z 13 LCB44, LCBSe 14 LPC4Z, LPCOZ 15 MPB44Z, MPBWZ, MPB88Z 16 P844, PB44R, PB46, P888, PB68R 17 P8644A, PBS40, PBS88 18 PBV6, PBV10 19 PC44.18, PC46.18, PC48.16, PC64.18, P088-16, EPC44-18.. EPC48-10, EPC48-18, EPC04-16, FPCOO-15 20 PC4Z, PC IRZ, PCBZ, PCSRZ, PC8Z, PC8RZ, EPC4Z, EPC4RZ, EPCOZ, EPCBRZ. EPC8Z, EPC8RZ 21 PPB44-4Z, PPB44.6Z 22 RPBZ FL#1QW&R5 AQd&j Productliflaidell. Number or Name 1 FJA, FSA 2 FRFP 3 GH4". 01-146.8, GH4", 01-148-8, GH410.8, GH410.8, GH66.6, GH66.8, GH68.e, GHeS- 8, GH810.6, GH81D-8 4 GLB6A, GLB5B, GLB5C, GLB5D, GLWA, GL87B. GLB7C, GLB7D 5 GLBT512, GBLT612, GLBT518, GBLT616, GLBT520, GBLT020 8 HGLBA,HGLBB,HGLBC,HGLBO 7 HGT-2, HGT-3, HOT-4 8 UFPI"DS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Cap Embedded Column Base Embedded Column Base Bolted column caps with W1 ranging from 3.1/4" to 9.1r2" and W2 ranging from 3.W" to 7-1/2" Screwed column caps with W1 ranging from 3.1W to 9.1/7' and W2 ranging from 3.5/8" to 7-1/2" Concealed Post Tie Base Embedded Post Base Embedded Poet Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Beat Embedded Post Base Round Post Base Post Cap Post Cap Post Base Ratrofn Poet Base Product Description Foundation Anchor Flat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tisdovm Universal Foundation Plate Universal Retrofit Foundation Plata • Simpson Strong -Tie 2020 FBC Approved Products Updated 12780/P02o amFor direct Inks to all 88T approvals Ihaed below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mama -Dade County Notice or Aeoeptanee (NOA), CLICK HERB FL010446-R5 ANA j„(gduct Modal. Number or Name Product Description 1 A21, A23, A33, A34, A36, A44 Angles 2 APA21, APA4, APA8, APVA21, APVA4, APVAB Outdoor Attends Angles 3 APB44, APB44R, APVB88, APB86R, APBW, APB88R, APB1010, APB101 OR, APV544, Outdoor Accents Post Base APVB44R, APVB88, APVB6SR, APVB88, APV688R, APVB1010, APVB101OR 4 APDJT24, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Jost Ties APVDJT2R-8 5 APHH4e, APHH48R, APHH610, APHHOIOR Outdoor Accents Heavy Hanger 8 APL4, APL8, APT4, APTO, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Beam -to -Column Ties 7 APLH24, APLH24R, APLH2O, APLH2eFt, APLH210, APLH21 OR Outdoor Accents Light Hangers 8 BVLZ Brick Veneer Ledger Connector 9 CBT2Z. CBT4Z Concealed Beam Ties 10 CJT3Z, CJT4Z, CJT5Z, CJTOZ Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Wall Stop 13 FC4, FC8 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1; GA2 Gusset Angles 18 H2A, H2,5T, He, H10A-2, H1 OS, H14, HGA10 Hurricane Tlea 17 HCJTZ Heavy Concealed Joist Tie 18 HH4, HH8 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 LBO, 1_50, L70, L90 Angles 21 LCE4 Post Cap 22 LS30, LS50, LS70, LSOO Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LSSJ2SLZ, LSSJ28RZ, LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSW21 ORZ Field Adjustable Jack Hanger 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4, LTP5 Tie Plates 27 ML23Z, ML24Z, ML282, ML28Z, ML21OZ Angles 26 MMH8 Root Tie -Doan 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU2&2, MMLU28, MMLU28.2, MMLU210, MMLUI211, MMLUI39, MMLU1311 Face -Mount Hangers 31 RBC, RBCP Rod Boundary Clips 32 RST-3 Rod Ti•-Down 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 34 STC, STCT, DTC, HTC4 Truss Clips 35 TJC37, TJC57 Truss Jack Clips 36 Z2, Z4, Z44 Panel Stiffener Clips FL#10447-R5 sea tr Product Model. Num bar or Name I AHEP 2 DSC2R-SDS3. DSC2L-SDS3, DSCSR.SDS3, DSC5L-SOM 3 GBC 4 HCP1.81, HCP2, HCP4 5 HHRC2-2, HHRC42. HHRC42-2, HHRCW1.81, HHRC44, HHRC5.25f3.25; HHRC5.3713.12, HHRC88 8 HRC1.81, HRC22 7 LRU26,LRU28,LRU210,LRU212 8 LSU26,LSSU28,LSBU210 9 TBE-4, TSEB 10 TC244 TC26; TC28 11 THA29, THA213, THA218, THA218,2, THA222.2, THA413, THA418, THAC416, THA422, THAC422, THA428; THA422-2, THA428.2 12 THAI1.81122, THAl2.06/22, THAI2.1122, THA1222, THAI322, THA13522, THAI422 13 THAL422,THAR422 14 THJA26, LTHJA28, LTHMA 15 THJM2-4SDS3, THJM2.5.SDS3, THJU26, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 18 VTCR Simpson Strong -Tie MM FBC Approved Products Updated 12/30/2020 For direct Inks to ell SST approvaS Wed below, CLICK WORE For additional Information regarding Flondaa Statewide Product Approval System and MOM -Dads County Notlos orAocaptance (NOA). Ch Gin HERE. FL#to40&R5 All"Product Modal. Number or Norma Product Description 1 ST, BTB, BTH Brick Ties 2 CMST12, CMST14, CMSTC18 Coiled Steps 3 CS14, CS16, CS18, CS20, C522 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS215 CompriessionfrensionStrap e DSP; SSP, TSP Stud to Plate be 7 H1, H10A, 1­12.5A, H3, H8, H7Z, HIS, HISS, H16.2, H16.2S HurricaneTles 8 HGT-2, HGT.3, HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2SDS1.5, HSS2.2-SDS3, HSS2-3SDS3; HSS4SDS3 Heavy Stud Shoe 11 HST2. HST3, HSTS, HSTe Straight Straps 12 HTSle. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twdat Strap 13 HTSQ/BKTZ, HTS020KTZ Heavy Twist Strap 14 LFTA Light Floor To Anchor 15 LSTA9,LSTAI2,LSTAI5,LSTAI8,LSTA2I,LSTA24,LSTA30,LSTA36 Straight Straps 16 LSTI49, LS'TI73 Straight Straps 17 LTB20, LTB40 Bridging IS LTS12, LTS16, LTSIB, LTS20 Light Twist Strap 19 MOT MediumGiderTledown 20 MST27, MST37, MST48, MST60, MST72 Straight Straps 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36; MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52, MST066, MSTC78 Straight Straps 23 MSTC48B3, MSTC6883 Pre -Bent Straps 24 MSTI26, MSTI38, MSTI48, MSTI80, MSTI72 Straight Soaps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA2x1O-lZ NCA2x12.12, NCA2x8-16, NCA2x10-16, NCA202-16 Bridging 27 RCWB12, RCW814 Wall Bracing 28 RPS18, RPS22, RPS28 Repair Pate Strap 29 RSP4 Stud to Plate Connector 30 SPt, SP2, SP4, SPB, SPS Shad Plate Tie 31 SPH4, SPHB, SPH8 Heavy Stud Plate Tie 32 SS1.5, SS2.5, 6S3, SS4.5 Saud Shoe 33 ST9, ST12. ST18, ST22, ST292, ST2122, ST2115; ST2215, STe215, ST8224, ST5236 Straight Straps 34 TB20, TB27, TB30; T1336, T842, T848: 7854, TB56, TB80 Tension Bridging 35 TWB10, TW612, TWB14 Wall Bracing 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 37 WB708, WS108C, WB128, W8120C, WBI43C Wail Bracing Product Description 1 C13H2.37x5.5, CBH2.37x7,63, C13H2.37x9.75 Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Drag Shut Connectors Gable Brace Connector Hp Corner Plata 3 HGU3;03-SDS, HGU6.25SDS, HGU5.50-SDS, HGU5.62SDS, HGU7.00.SDS, HGU7.25. Heavy Hip to Ridge Connectors SOS, HGU9.00-SDS 4 HGUS series hangers Hp Ridge Connector Rafter Hangar 5 HHGU5.25SDS, HHGU5,50.SDS, HHGU5.02-SDS, HHGU7 OOSDS. HHGU7.25SDS. Light Slopeable/Skewable U Hanger HHGU9,ODSOS Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHUS210-2, HHUS46, HHUS48. HHUS410, HHUS5.50110, Truss Clip HHUS7.25110 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Adjustable Truss Hanger Sized for I -Joists Skewed Truss Hanger Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26.2, HTU28-2, HTU210.2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUC01.81/9-SDS. HU001.81111-SDS, HUCQ210.2SDS, HUCO210.3-SDS, HUCQ310- SDS, HUC0410-SOS, HUC0412-SDS, HUCQS.2S/9SOS, HUC05.25/11SDS, HUCQ810- SDS, HUCQe12-SDS • Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30=0 For direct Inks to Oil BST approvals Isted below, CLICK HERE For additional information regarding Florida's -Statewide Product Approval System and Mam-Oade County Notice of Acceptancs (NOA), CL hCK HERE, FL#11468-11118 AW Product Model, Num bar or Name Product Description 1 HHUS210.3, HHUS210.4 Joist Hangar 2 HRS6, HRSB, HRS12 Step Ties 3 HUCO210.2-SOS, HUCO210,3-SDS, HUC0310-SDS Joist Hanger 4 THG82, THG83, THGBH2, THGBH3, THGSH4 Joist Hanger 5 THGQ2-SDS3, THG03SDS4.5, THGQH2SDS3, THGOH3SDS4.5, THGQH4SDS6 Joist Hanger 6 THGW3.3,THGW34,THGW4-3,THGW4.4 Joist Hanger FLAM14T3-R5 jU ,Product Model. Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 Hte, H18S, 1-118.2, H18-28 Hurricane Tie 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETALI2, HETALI8, HETAL20 Embedded Truss Anchor 6 HGAM10, HMO Masonry retrofit connectors 7 HHETAIG, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3.SDS2.5, LGT4SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, META16, MEfA18, META20, META24, META40 Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, M8TCM00 Sbap Tle for Masonry 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry SLIM 14911,R6 Seu ac Product Model, Numbar or Name Product Description 1 DTT1 Z Deck Tension Tie 2 HD12, H019 Boiled Holdowne 3 HD3B, HD58, HD7B, HD98 Bolted Holdowns 4 HTT4, HTT5, HTT"/4 Tension Ties 5 LTT19, LTT20B, LTTI31 Light Tension Ties FL#13628-R8 Sea N Product Modal. Number or Name Product Description I SBW8x24, SB7/8x24, S81x30 SBAnchor Bob 2 SSTB16, SSTB20, SSTB24, SSTB28, SST634, SSTB36, SSTBI OL, SST820L, SSTS24L, SSTS Anchor Boss SSTB28L FL#13672-R4 Ss X ProductMotlel.NumberorName 1 CMST12, CMS714, CMSTCI8, 0814, CS1e, CS16, CS20, CS22 2 HRSO. HRSS, HRS12, FHAS, FHA9, FHAl2, FHAIS, FHA24, FHA30, MSTI26, MST136, MSTI48; MSTI80, MSTI72, S/MST27, S/MST37, S/MST48 3 HTS18, HTS20, HTS24, HT528; HTS30, HTS30C 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122, ST2115, ST2215 6 LSU13H3.25, SUBH3.25, MSUSH3.25 7 LTP5 8 LTSI2, LTSI6, LTS18, LTS20 9 MSTA30, MSTA3e, ST6215, ST6224, ST9, ST12, STI8, ST22, MSTC28, MSTC40, MSTC52 10 MSTC08, MSTC78, ST8236 11 MTS12, MTS18, MTS18, MTS20, MTS30, MTS24C, MTS30C 12 S/B1.58, S/B1.81, S1B2.06, SB2 37, SIB2.50. $/82.68, S1B3.12, SIB3,56, S/B3.62, S1B4.08, S64.12, S/04.28, S/B4.75, SB5.50 13 SSA2.12/8, S1BAZIXI0, S/BA2.12fl2, SJBA2.12/14, Sf8A4.18M, SSA4.18/10, SfBA4.1&12, S1BA4.18/14 14 SH1A 15 SIHDSS, S11­1088,SHD1OS, SIHDIOB, SHDISS, SHD158 10 S/HDU4, SHDU6, SHDU9, VHDU11 17 S/JCT, . HJCT Product Deacricition Collect Straps Soaps 97 mg (12 go) Heavy TWO Straps Straps 43 mil (18 go) Straps 33 mil (20 pa) Bridging Connector Lateral Tie Plate Light Twist Straps Shape 54 mil (16 go) Straps e8 mil (14 go) Medium Twist Steps Top Flange Joist Hangers Top Flange Joist Hangers Hurricane, Tie Holdowns Hoidowns Joist Hangers Product Dmitptlon Concealed hangers Fare -mount (DU, DHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9f18'to 3408" and heights ranging from 9-1/8" to 23.1518". Face -mount hangers Face -mount hangers available in widths ranging from 1.518" to 7- 3/8" and heights ranging from 5-6116" to 12.718". Face•mounthangars Face -mount hangers Skewed face -mount hangers available in widths ranging from 3- 1/8" to 5-118" and heights ranging from 4314" to 15-314 Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels; only acute flange is concealed. Faowmount hangars Face -mount hangers available in widths ranging from 1-9/18" bo 7- 1/2" and heights ranging from 2.7/6'to 19.114"- Concealed flange version (HUC) available for all models having width equal to or greater than 2-W16". Face -mount hangers ® Simpson Strong -Tie 2020 FBC Approves! Products Updated 12r3"20 For dr®ot Inks to Oil SST approvals listed below, CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mani -Dade County Notice or Acceptance (NOA), ch If`Ir W EaF, 16 SILBV1.56, S1LSV1.81, VLBV2.06, S1LBV2.37, SILBV2.56, SA.BV2.68, S/LBV3.12, Top Flange Joist Hangers SILBV3.58, SJLBV3.82, S/LBV4.06, S/LBV4.12, S/LBV4.28, SA.BV4.76, S/LBV5.50 19 S/LTT20, SfDTT2Z, S/HTT14, HTT4, HTT5 Holdowns 20 SIMST80, S/MST72 Straps 118 mil (10 go) 21 SP4, SPB Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TBD22 Truss Brace Diagonal 25 TJC37 Truss Jack Connector 171.03904-1116 AMA Product Modal. Number or Nam* 1 CCQM3.82-SDSHDG, CCQM4.62-SOSHDG, CCQM5.50-SDSHOG, CCTQM3.62-SDSG, CCTQM4.02SOSG, OCTOM5.50-SDSG, CCCQM3.82SDSG, CCCOM4.62-SDSG, CCCQM6.60-SDSG 2 ECCLOM3.82G4(T, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, ECCLLQMD4.82G-KT, ECCLLOMD5.500-KT, ECCLROMD3.e2G-KT, ECCLROMD4.62G- KT, ECCLROMD5.500-KT 3 HGUM5.25, HGUM5.50, HGUM7.00, HGUM725, HGUM9.00 4 LGUM26.2, LGUM26.3, LGUM215 4, LGUM28.2. LGUM28.3, LGUM28A LGUM210.2, LGUM210-3, LGUM2104, LGUM48, LGUM48, LGUM41C 5 MBHA3.12/9.25, MBHA3.12/11.25, MBHA3.561725, MSHA3.5619.25, MBHA3.50/11.25, MBHA3.58/11.88, MBHA3,58114, MBHA3,58/1S, MBHA3.513M8, MBHA5.5077.25, MBHA5.50/9.25, MBHA5.5W1.25, MBHA5.50/11.88, MBHA5.50r14, MBHA5.50/18, MBHA5.50118 8 MSHU3.56/9.26, MBHU3.66111.25, MSHU3.56/11.88, MBHU3.56114, MBHU3,56/18, MBHU3.56118. MSHU5.5019.26, MBHU5.50/11.25, MBHU5.50/11.88, MBHU5.6OM4, MBHU5.50/114, MSHU5.50118 FL#13975-R8 Sw.# Product Model. Number or Name 1 SOW22300, SDW22338, SDW22438, SOW22458, SOW22600, SDW22600, SOW22638, SDW22834 2 SDWC15450; SDWCI5OOO 3 SDWH19300D8, SOWH19400DB, SDWHI9800D8, SDWH19800D8, SDWH1O1000DB 4 SOWH274000, SDWH27aOOG, SDWH27800G. SDWH271000G, SEYWH2712UOG 5 SDWSIe212, SOWS16300, SDW816312, SDWS16400 e SDW819800, SDVVS19712, SDWS22400,SDWS22500,SDWS22512, SDWS229Db, SDW322800, SOV6S22900, SOM221000, SOM221100, SDWS221200, SOWS221500 7 SDWS2230ODB, SDWS22400D8., SDVVS22500D8, SDWS22600DB, SDWS2280008, SDWS221000DB 8 SDWS22312DBB, SDWS22512OBB 9 SDWS2730OSS, SDWS274OOSS, SDWS2750OSS, SDWS27800SS, SDWS278008S, SDWS271000SS, SDWS27120OSS 10 SDWV13400 11 STN22 FL0145363-1113 AKJ Product Model. Number or Name 1 AS 18, AS 1885, AS 18S8 2 AS 20HS 3 AS-20 4 ASHP Pmduct Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong-Drlvs SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER-H EX Sorew Strong -Drive SDWH TIMBER-H EX HOG Screw Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Stror iveSOWSTIMBERScrew(ExteriorGrade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strong -Drive SDWV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Product Description 18 ga. Truss Plates 20 ga. High Strength Truss Plate 20 ga. Truss Plate Hinge Plate Connector FL111187307114 Sea N Product Model. Number or Name Product Description 1 ET -HP Adhesive Anchor for concrete 2 GAC, GDP, GOPM-50, GDPM-75, GDPM-100, GOPS, GW-50, GW-76, GW-100, GTH Gas-ectuated fasteners and assemblies 3 PDPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assembiies PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC Approved Products Updated 12l30r102o For Meet links to all SST approvals listed below, CLICK HERE For additional Information regarding Florida's Statewide Product Approval System and Mam-Dada Canty Notice of Acceptance (NOA). CLICK MERE. 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.518" to 3- Oil 0" and heights ranging from 4.5116" to 11 ". Concealed flange version (H USC) available for models having width equal to or greater then 3-9/16". 12 IUS series hangers Face -mount hangers available In widths ranging from 1.7/8" to 3- W" and heights ranging ham 9-1/4" to 18". 13 LGU3.25-SDS, LGU3.83SDS, LGU5.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC28Z, LUC2102 Face -mount hangers 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-9118 D 4- 5M" and heights ranging from 3" to 10-15118', 17 MGU3,63-SDS, MGU5.25-SOS, MGU5.50-15DS, MGU5.82-SDS, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9/16" to 5- 1/8" and heights ranging from 6.15118" to 1Q-1/2'. 19 MUS28, MUS26 Face -mount hangers 20 SUR, SUL. SURD, SULC series hangers Skewed face -mount hangers available In widths ranging from I- 9/10" to 34W18' and heights ranging from 3.111Or' to 13.3/4". Concealed fangs version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is concealed. 21 U series hangers Face -mount hangers evoilabk in widths ranging from 1.9/18'to Wand heights ranging from 2.5/8" to 11.114". FL#I0867-RO r Produe! Modal. Number er Norma Pmduct fLscdotlon 1 BA series hangers Top flange hangers available in widths ranging from 1-W18' to 7- 118" and heights ranging from 7-1/8" to W'. 2 DGBF series hangero Top flange hangers available in widths ranging from 3-518" to 7- 1/8" and heights ranging from 9.114" to 24", 3 DGF series hangers Top flange hangers avallabls in widths ranging from I.1YY'to 3- "" and heights ranging from 7-114" to 24". 4 DGHF series hangers Top flange hangers available in widths ranging from 1 V4" to 3- 510" and heights ranging from 9-1/4" to 24". 5 EG5, EG7, EGO series, hangers Top flange hangars available in widths ranging from 5.1 /4" to S- 7/8" and heights ranging from 11"to 32-1/P'. 6 EGO series hangars Top flange hangers available in widme ranging from 3.6/8" to 7. 1/4" and heights ranging from 11-1/4" to 37'. 7 GLS series hangers Saddle hangers available in widths ranging from 3.1 /4" to 8-7/8" and heights ranging from 8-1/2" to 28". 8 GLTV series hangers Top flange hangars available in widths ranging from 3-1/*'to 7- 1/8" and heights ranging from 11" to 32'. 9 H8 series hangers Top flange hangers avaiiable in widths ranging from 1-9118'tD 7- 1/2" and heights ranging from 8" to 30' 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114" to 8-7/8" and heights ranging from 10.1/T to 28". 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114" to 5- 7/8" and heights ranging from 7.1/7'to 37'. 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14" to W'. 13 HIT series hangers Top flange hangers available in widths ranging from 2.5/181to 3- 9/10" and heights ranging from 18" to 2e'. 14 HUSTF series hangers Top flangejoist hangers available In widfhs ranging from 3.1/8"to 3.9/1e' and heights ranging from 5.3/8" to 13.1/8". 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9/1i3" to 5- 1/2" and heights ranging from 3-7118'to 15". Concealed flange version (H UCTF) available for all models having width equal to or greater than 2.O/te". 18 HWP series hangers Top flange hangers available In widths ranging from 1-WI8" to 7- 1/8" and heights ranging from 5.3/8" to 28" 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9118" to 7- 1/2" and heights ranging from 53/8" to 37'. 18 ITS series hangers Top flange hangers available in widths ranging from 1-W18'to 3. 5/8" and heights ranging ham 9.118" to le'. 19 JB series hangers Top flange hangers available in width of 1.9f18' and heights ranging from 5.3r0" to 7.1/4". 20 JBA series hangers Top flange hangers available in width of 1-9M8' and heights ranging from 9-3/1(V' to 13-118". ® Simpson Strong -Tie 2020 FBC Approved Products updated 12/3012020 ® For direct Inks to all SOT approvals listed below, CLICK HERE Fa additional information regarding Florida's Statewide Prodrd Approval System and Mami-0ade County Noise of Acceptance {NOA), v' hCr„ HERE. 5 SET-XP Adhesive Anchor for concrete 8 Strong -Bolt 2 (STB2, M2.4SS, ST62-OSS) Strong -Bak 2 Wedge Anchor for concrete available in carbon Mal and Types 304 and 316 stainless steel 7 Titan HO (THO-H, THD-HMG, THD-1­14SS, THD-HOSS, THD-CS, THD-CSOSS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head In carbon steel and Types 304 and 318 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Titan HO Rod Coupler (rHD37634RO, THD50934RC) Then HO Threaded Rod Coupler for concrete 9 Titan HO Threaded Rod Hanger(THDBXI68RH, THD837158RH, TH037212RH, Then HO Threaded Rod Hanger for concrete THDW234RH,THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#f6230-R8 c Product Model. Number or Name 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bolt 2 (STB2) 5 Titen 2 (TTN2) 6 Titan HD (THD-H4SS, THD-HOSS, THDCS6SS) 7 Titan Turbo U'NT) FUL16037-113 Ali" Product Model. Number or Nam* 1 X34BI018.5K,X1S101e,XIBI0164KXQ1S1010,XQ1131018.4K 2 XL01I4T1224,XLQ11481224.2K 3 XMQ114S1224. XMQ114131224.2K 4 XQ114S1224, XQ114BI224-2.5K X114SI224, XQ112S1224, XQ11281224-2K 5 XU3481016, XU34610le-6K FLAW320-RO Ag&A Product Model. Number or Name 1 DSSCB43.5, DSSCB48, OSSC848, DSHS 2 FC843.5, FC845.5, FCB47.5, FCB49.5, FCB411.5 3 FPHS034S1018,FPHSD3481018,FPHS03481018-5K.FPHSD34S1214, FPHSD3481214, FPHSD34Bl214.5K 4 LSFC2.25. LSFG425, LSFC6.25, SFC2.25, SFC4;25, SFC8.25 5 LSSC4.25, LSSC8.25, SSC2.25, SSC4.25, SSC8.25; MSSC2.25, MSSC4,25, MSSC8.25, MSSC4.25KW, MSSC6.25KW 6 RCKW3, RCKW5.6, RCKW7.5, RCICW3S, RCKW5.6S 7 SCS43 5, 90645.5, 9C847 5, SCB49.5, SCS411.5, MSC845.5, MSCS47 5 8 SCS32.5M7, SCS62.5/97, SCS62.5I118, SCS82-5/118 9 SCW3,25, SCW5.5 10 SJQ8.25, SJC10.25, MSJC8.25, MSJC10.25 11 SS83.518 12 XLSH3481414,)(LSH7881414 13 XQiS1018. X0181018.4K, XQ1S1214; X0181214-3,5K, X078SI224, X079SI224-3K, XQ114S1224, X0114BI224-2.SK, X0112S1224, X011281224-2K, X34B1018.5K, Xl$1010, X1B101&4K, X181214, X181214.3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry Er -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bole 2 Wedge Anchor for masonry Titan 2 Screw Anchor for Concrete Than HD Heavy -Duty Screw Anchor for concrete available in 304 or 318 stainless steel with hex head, and 316 stainless steel with countersunk head. Titers Turbo Screw Anchor for concrete or masonry Product Deecnptlon 010.16 Strong -Drive X Metal Sall -Drilling, Tapping Screws with #3 Drill Point #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XM Medium -Head Metal Self -Drilling, Tapping Screws with #5 Drill Point and Medium Diameter Hex 012.24 Strong -Drive X Metal Set -Drilling, Tapping Screws with #6 Drill Point WO-16 Strong -Drive XU Metal Set -Drilling, Tapping Sorows with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fbied-Clip Connector #10-16 and 012-14 Strong -Drive FPHSD Framing Lo-CFS Self - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Sef-Driling, Tapping Screws #1046. #12-14, and #12-24 Soong -Drive X Metal Self -Drilling, Tapping Screws N Cn N -Cu O U L Q� CL Q 0 .� U Cn N M O O C O Q Q Q 3 O Q E: Q ." U O IO,^ Q L -E CC -0 � Ca. Z W J 0 C = tiO U N 00 1_ CL o O >✓ L Cl- W L: WCC �' Y (n -� Y J) Ell Q ; CD J � ♦✓ V - U 0 U n 0 W SHEET NO. PA 1,2, MIAM aa�-nwn�courrrr PGT Iadnetries, Im. PGT I�stries, 7nr. ritt�vicrcot!�soL sac�rraty F'GT indnstrics. Inc. sltaos swz6�saaa, xooaa zas NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE Of'.?l.CCEPTANCE:EVIDENCE SCB3dTI'TED DEIAR'rl�t1V`'rOF AEGQI,ATORY AI�4D FColfO�C �E50�EJ$GE$(it�R) �[iaa�t, Flaidn 33175 2#'74 NOTICE OF ACCEPTANCE: N N Cu CD U O� N 0- O O cQ -0 CL .� = CCU U O "a N a O LL .� Ca O O L .cnQ L i�a 'O Co �- F•- .� C) Q N N_ y^ `�' I O °° '.CCU N o ;'� CX_ `��a W O = J CQ cV Y v ell � s= v Q v, Q _ m c� N c_ 0 - cs 3 1) O ` F U W Z _ asla� CU O s� Q O Q U L }� (� m O L w C La, C Z J Z Q J (Z SHEET NO. PA 1.3 EVIDECU NCE FeL� Imp nestration Solutions USA, cellulosic l . See table 1 (sheet 7� and tablsigned e 2 (sheet;) forappiicablc SCsD nail sizes; desi$�n p�ssm:es, rei�aacemrs►I� t��ea, 3. Teri cr{�ost on 1} AirInEiitsatiotl Test, Per FBC, ?AS 2ti2-94 11119110, and seaieci by Sorge A Canso. P. E. (Subxrthsrd under NOA Program C/) 2I07.2, PGT' CA740 Almas. Otltswi� Gaseuteat Window (ttstit 8 ill proposal} FTL-20- 10. Notice of Act No- 1&1217.14 issued to F�rgi Fenestration. Sohltioss, USA, Inc. for > CL LL �.L4yd �s■Bat�■stsasB�a■La>•Is>b�l� a ,_-A ■�MMf� iYI➢(IG141V I,l .Idd .,LNG III' I " Tri i /Ti-11 ECO PUDj,[{"r EyA UATIONa_Rnp]MZ 1. QAM2M Z Wr N0 047 OI 3 P1110l rKIVAIXIII AN al"IT Nn 9-a'12+^-7 2 INC. I L ECO INC. T1uR TEiTIN01 a ENGINEERING COMPANY2 WAT TRR A. TILLIT, JR F.E. 2 .. TEST _REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS t3 MATERIAL CHARACTERISTICS A1wIQ.$PECIFICATIONS: Shall be strictly In accordance with General Notes and Components Indicated on Tlurr TESTING a lNOIN!lRItYO COMPANY -- - - ----- - -- - - - 71eST 2.2 REPORTS: Large missile Impact load tests were performed under SSTD 12-M standard as , ° °) CO"�' 201, 203 as per section 1628 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 28, of Product Evaluation Document (P.E.D.), drawing WALTERA, TILL)•I; nL, P.E. ri:t6oD�Iol.eoM1 PRODUCT EVALUATION REPORT TIT, ,hwwHo 4d1e1 per section 1609,1.2 of the Florida Building Code, Uniform static loads as per AT: A f:,-.N.•000«-,y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shell be as indicated on sheets 1, 7 and 21 of rLN:.A, L,csN W.3004714 Section 1709.8.3, per ASTM E-330. Test reports prepared 13y American Testing Testing, Inc., Reports # 96-5e9 dated 08/09/1996, #96-670 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. of Lab of South Florida, Report # D814.01-01 dated 03/11/02 witnessed by William PRODUCT EVALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, REPORT NO.: 20-0727.02 R. ohner, P.E., Baru Moroz, P.E. and Henry Hattsm, P.E. and Report No. d P.E., Fenestration Testing Laboratory, Inc. repolls # 2032 dated 04/1811998 and 0219. 1-09, 0219.0E-09, dated February 25, 2009, signed and sealed Edmundo # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE: DATE: July 27, 2020 Henryry t em, P.E.P. P.E. and Hattsm, Large missile impact and cyclic missilei Largaloadinge REPORT NO.: 20-0721.0E 0219.01-09, dated March 4, 2000, signed and seated by Edmundo Largaespada, per Protocols TAS per section ,2 of the Florida P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by Amencan Testing Lab of South Florida, Report No. 1123.01-10. dated November23, 2010, signed and sealed by Julio E DATE: July 28, 2020 Tensile teat report No. 9CM-197 by QC Metallurgical, Inc„ dated Mardi 13, 2009, on sheet 1 of 28, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tllteco, Inc. and signed and sealed by Walter A. Tilit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2000, PRODUCT SUS -CATEGORY: Storm Panels 2P1$TRUCTURAL ENGINEERING CAN Cla AnS;nu 7.2. Product may be Installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and seated by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind bad and panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER: Global Protective Products. LLC per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per Al E-8. MANUFACTURER: Global PP Awdan Predem L Q length based on rational and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tikeco, Inc., 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame 48DO S.W. 51 Street 2.3. STRUCTURAL ENGINEERING CALCUi ATION& 4aS.W. 51 Street Davis,vlFtDlide33314 dated 11/03/08 and 03/12/15, alerted and �eled by Walter A. Tilllt, Jr., P. str xturea. Davie, Florida 33314 On 24 Gaga Galvanized Steel Stamm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PURPOSE OF LVALUATIUN; 3. MISSILE IMPACT RESISTANCE: Product Evaluation Report prepared by Wetter A. TiIIN, Jr., P.E. (Florida License 1. PURPOSE OF EVALUATION: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report Issued by Walter A. T11111, Jr., P.E. (System Large missile Impact under section 1026 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Titteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. Tllilt, Jr., P.E.(System section 1604 of the Florida BuBding Code. Calculations prepared by Tliteco, Inc., dated 12/10/10 and 08/27/13 (for this revision), signed and seated by Waiter ID # to the Global Protection Products, LLC, Ruts Chapter No. ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. A. Tllllt, Jr., P.E, 0-3, 6P�eskmW RagulaWn of the Florida Department of Business and 4.1f1fINR LOAM RESISTANCE: NF, H�� Q A �T144/ ��� 61 G20-�, Method 1D of the Florida Department of Business and Profissbnal Regulation. 3. MISSILE IMPACT RESISTANCE; This product is being Issued an Evaluation Report as described herein, and has 20 Gage Galvanized Steed Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, ytiQ '';CENgF -- This product Is being Issued an Evaluation Report as described herein, and has Large missile Impact under section 1809.1.2 of the Florida Building Code, as per been verified for compliance In accordance with the 2020 Seventh Edition of the 16.19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _ — 44167 been verified for compliance in accordance Seventh Edition of the SSTD 12-99 Standard and TAS 201. Florida Building Code, and to verify that the product Is for the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17. 18, 19. 20 25 and 26 of 26, of Product Evaluation Document P.E.D. ( ) _., STATE OF Florida Building Code, and to verity that the product Is for the purpose intended product Is at least equivalent to that q required by the Code. , drawing No. 20.176. ����fi —��� .. t0Rt0 at least equivalent to that required by the Code. 4. WND LOADS RESISTANCE• This Product Evaluation Report shall be subject to review and revision In case of In INSTALLATION: Aa,, h�ON ........G;� L ��;Le NIrNH1111M"'" This Product Evaluation Report shall be subject to review and revision In case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shell be as indicated on sheets 3, 9, 10, 11, a Building Code change that may effect Its limitations and (xtrldttlona Installation shall be performed strictly in accordance with details indicated on a Building Code change that may effect its limitations and conditions 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. 2. EVIDENCE SUBMITTED• 2.1. PRODUCT EVALUATION DOC.UM[Off (P.E.D.I: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document 2 d D E (P...), drawing No. 0-176. Minimum separation to glass shall be as yVAl DA TILTECOADMON RECORDS L P. E. RBPORT.20 (OLOBALPROTECTION PRODUCTS. LLC 120 ®AGE o uvalveoSTEELSTORMPANa.roRwa•20,17s1REPORT0WDO ao, 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 1% 11, 13 thru le and 18 of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-17tt. Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121, Indicated on sheets 8, 14, 16, 25 and 26 of 28, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 2.1. PRODUCT EVALUATION DOCUMENT (P,E.D,); '24 24 Gape 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. sheets 1 thru 26 of 26 prepared by Ti taco, Inc.: signed and sealed by Walter A. Drawing No. 20-175, tMed GAGE GALVANIZED STEEL STORM PANEL", , Jr., P.E.; dated 07/28l2020. This drawing Is an integral part 1 fs Evaluation Report, .v"'"' 1 r"+rr Evaluation •ir��P A, 7!(uT,......,N!/ ,� �:'' �\CEN�.,� "'AW11RN1)p �IML 4 A' 71( J,GENSII(• •. 9, sheets 1 thru 18 of 18 prepared by TTlteeo, Inc.; signed and sealed by Waiter A. Tlllit, Jr., P.E.; dated 07/27/2020. This drawing is an inte�M(�►l+ , �s Evaluation yy(�y Report �° ��R A9 �';;�CENSF., ✓ EN1eE1rTN1 . �•;VCENSF '•.� e_�— N0, 44167..4g167 r��y�; ;- fTd`f44167 5 [� 4�b167 - *STATE O�v'' f10P.lOP OF £ 1 ° OF '415 - S ' ........,.'•'� •......• 6 'yy"�S/ONAt'��`L�a Ox' IORID F'' ...... '' ♦ . 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530-1's7if"tl} i�����i rA NNHLIun(la 6355 N.W 36th Street, Suite 305, Miami, Florida 33166 - Phone: 05 871.E � S • (31)��'\� � C3 ) L8011-L531 ysS/ONAL �"�NNNHuaA i r1u1nH„p1 4NulNnln ]siiS.Y 6.3) N CASE THAT PRECAST SUM. OR PRECAST CONCRETE PANELS. StUl I* WOOD IOAIEDS BE ►OIJND ON THE E%ISRNG WILL. MIMM SNALL 6E LONG 00" TO REACT THE MMN SWA CRJM SE I ND SUCH PANELS, 1. STORM PMa. $MOM ON 7,K PRODUCT EMWkM N DOCIINDIf ((Pp��LD)) HIAS B[DI VERIFIED FOR COMPLIANCE N ANCHORAGE SNAIL K M NF.MgNED N 6.1) NOD N Ell ACCORD NCE WITH TILE 2020 (lei EDITION) a 7W 1R0RIM SUA CODE (C) m aisrOG NT00 tMN. 9PEG1rIf meyrl e . 0.I6 MAI.t OESKN MID LOADS 9MML K DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, FOR A WIND SIRED AS REGIMES: MITTHE JURISDICTION WHERETHESE 9aRTERS WILL K INSTALLED AND - 1/4-0 TIIPCON ANCHORS. AS W/AVACFUM BY I.T.W. WLDEX. INC. - 014-10 PMUMIE Fill D AND PANELIMTE ill ANCHORS. ASMANUFACTURED Br ELCO CONSTRUCTION PRODWMi FOR A DIECTIONMDY FACTOR Kill USING ASCE 7- if AND SHALL NOT EXCEED M MAXIMUM (AS.D.) - 1/4.0 LAi WRM PER ".S. DESIGN PRESSURE PATIOS INDICATED ON SHEETS 7 THRU 12, 14. ta, 16, 19 A 20, - 7/16'. r 3/0' WOOD SU9aD, AS OISTRIBUTO BY ALL PONT SCREW. SOLI A SPECIALTY 00. 01 °IDEA TO VOWY THE AW4 CONDITION. ULTIMATE DESIGN WOW LOON DETERMINED PER Al 7-1e SHALL K FAST REDUCED TO w$.D DESIGN WOO LOWS TOY MATTPLYNO TNEY BY O.6 NOR- TO THREADED C.1) MM6Mpi 1NEApTD FDETM710N INTO W000 OF 171PCON ANC110R$ 9,4TLL K I 1/2• AID 2• Flit ElCO PANELNAiE PLUS CMWAIE THESE w/ WALL M.D) DO W PRESSVK PATIN PDDAtm ON $HEM 7 TNU 12. 14. 13. 16. 1S A 20. AND n FEMALEDD. N OLDER TO VERIFY THAT ANCIORS ON EMS P.L.D. AS TESTED WERE MOIN OVER STRESSED. A 33X OCKM ALLOWABLE C.2) AMMUW EMFAM PENETRATION OF IAO SCREW. 000 THE WOOD FRAME UNIT SWILL BE 1 1/2• NO 11KADED PENETRATION INTO STUCCO 1NALL K CONSIDERED As PART OF THE KOUMM THREADED PENETRATIpI STRESS nM MIND LOWS WAS MM USED AtTHEN ANALYSIS. rA$MVM 6PAGa40 TO WOOD HAS MMM DETERMINED N ACCORDANCE WITH ND.3: 2018. C.3) IRa1W EDGE OWAHCE OF LAO SCAM. INTO Wa00 94ALL K AS INDICATED N TINS DRAM4 STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS KEN VUbM N JOCOAGANCE WITH SECTION Ion of NE MOVE MENTIONED CODE As PER HURRICANE ENON[FRNO A TESTING NC. REPORTS "-NO. 26-570 A 66-T30 AND C.4) MNMM PENETRATION OF WOOD SUSNnO SMALL K 3/11 I/4' P-20 SCREW$ USED SHA L K 1 1/2' LOW MNWUM FD" MTON TESTING W. PVC.. REPORTS PM a 02124 . AS PPMOMS TAI-101. TAS-202 AND TAS-203. SOW) STUCCO EXIST. AND I' MINIMUM FOR 1Wl WITH NO STUCCO. AS WELL AS MOW.* TEST LAN IF SOUTH FLOOM REPORT /02,111.01-6s, AS PER TAS 201. TAS 202 AND TAS 203 STANDARDS. C.a) N CASE TWIT PRECAST STOFE, OR PIECAW CONCRETE PANELS. STUCCO OR WOOD BOWVS K FWM ON THE ONTNG 2. ALL ALUMINUMEXIRU9O16 TO fill ALLOY AND TEMPOI. (UNLESS OTHERWISE NOTED). SO Will 2. WALL, ANENOR$ SHALL SE LONG MM TO MACH THE WAN SIRLcnm soa0 SUCH PANELS. M4MOM4E SHALL K AS MEWO&O IN CA). Cz) A C.4) 3. AL ALIIIMANI SHEET METAL USED AT CLORM 9AYL HAVE 3105-M14 ALLOY. (0) NNCMM 11"I SE INSTALLED FOLLOWNC ALL OF TK MOOMIKNOATIONS AND SPECIFICATIONS OF THE AKIOR'S WAIAIFACTIKR 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASM A-633 CRAM 50 UWWUM. G-e0 GALVANIZED STEEL. DIMINUTION W/rV- Ss.b IPA (AF7CR RO.LEO). 4 S. PANELS MAY AISD K MSTALIED MORIZXRITALLY FOLLOWING aKTALUTON OflAAS SHOWN ON SECTION J THROUGH 10 (SHEETSS THROUGH 6) EfCEPT THAT WADERS m A ® 94WL NOT K USED. 3. ALL SCAM TO K StANLM SLEET. 304 OR 316 NSI SEPoES ON CORROSION RESISTANT COATED CARBON STEEL AS PER SO MM YIELD STRENGTH Nip SO L" TENSEST STRENGTH A WILL CaWPIr ill/ FLORIDA BUIOIO CODE ION 6. R SINALL K THE RESPONSIBILITY OF THE CONTRACTOR TOvOWY THE SOUNDNESS OF tW 3TRIN:TLIIE WINE SHUTTER 16 TO K 2 1 SECTION 41 .7.].1. ION SE ATTACHED TO OMM PROPER ANCHORAGE. 116S SHUTTER BYALL ONLY BE ATTACHED TO CONCRETE, BLACK ON MOOD nA E B11loNV4S. a BOLTS TO K AM A-307 OWIANN2ED STET_ OR AM 3D4 SUM$ SIAO&M STEEL. WIN 36 NM MIMINM YIELD STRENGTH 10. EACH REGULAR STORM PAREL WITH LENOTIS OVER 6'-S THROUGH 12'-4•. AS PER KCion S. e. a A 10 AND ALTEAWND SW. 7 AM04MS To MAIL 94ALL K AS FOLLOWS 6W A IOW ON SHEETS 3. 6 A 12 rXWCCTNUY: $HALL HAVE A LEVINE MO WALLY YOU IAPD(M PairrRUCr@O owNO OR TEAM TO SECURE PANELS WON APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WNN" (N TO OGSTW P'OLM COiCPEM It. THE INSiAL1AT10N CONTRACTOR IS TO SEAL/CMAX ALL SHUTTER COMPONENT EDGES WNOH REMAIN IN COI WJM CONTACT WITH - 1/4•0 TAPCON ANCHORS AS MANUFACTUREDABY I.T.W. DAM. INC. pm rC-3162 p,,l THE B ROM 70 PREVENT WIND/MN WTKOMN. - 1/{• A r 7/e' CALK-N N=4(M. AS MMRIFACTIKD BY DLWALT INC. (MN. t',.30W P.11 - 1/4" A r 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, SOLT A SPECIALTY CO. 12. SrOMM PANEL 0WALRAMN SHALL COMPLY Oil SPECS PO rATED a THIS OPAMNG PLUS AO' SUmClHG AND 2ONNC REGULATIONS (Ale. rO-3ODO P.WL) PROVIDED r THE A)R*D"M WHERE Will IS APPLIED TO. - / MN. 33130 TE FEMME IO A 1AMELMAE PLUS ANCHORS, A9 MANUgLH1A1LD BY ELCO CONSTRUCTION PROOIICTS. (AN. r1-3370 P.P.+.) 13, (a) INS PRODUCT EVALLMTI°N DOCUMENT (P.F.O.) PREPARED BY THIS fill Is °DVK NO DOES NOT F•RpylpE /NCrAbo ON - 1/4'0 tt TAP-0RW ANCHORS. As MMItIFA1;TIMFD BY TRW -FAST tXJRP011AT10N (re -Saco P.PI.) FOR A SITE SPECIFIC PROJECT: i... WHERE THE SITE CONDDIDNS DEVMTE FROM THE P.E.O. A, 1) MDOWM E B OMET OF TAPCON ANCHM Al POURED CONCRETE SHALL K 1 3/4% 2• FOR ►ANDMIAIE FCIIALE (b) CONTRACSON TO K RWOM" FOR THE SELECTION. PURCIAK AND INSTALLATION INCLUDING LIFE Still OF VMS PRODUCT BASED ON 1*0 P.LD. PROVIDED HE/SHE DOES NOT DEMIT FROM THE CONDITIONS KIARFD ON THIS DOCUMENT. 0 AND PAIIDIIILIE PLUS AND , 1/1' FOR Cr TAP -OW A11C10R5. CONSTRUCTION SAFETY AT WE IS THE CONtRACTOR'S REW-ON96Uff A2) CALK -IN A SOLD -SEC ANCHOR$ SHALL K EMImOED 7/e- INTO TIE POURED CONCRETE. NO U4KDMENT INTO (0) THIS PRODUCT EVKWTI N OOCUMEM' WILL K t7f7NSID M OMUD IF MODIFIED. STUCCO SHILL K PERMITTED. 1/4'-20 SM" USED SAL K 1 1/2• LOW Moo" SHOULD STUCCO EXIST, ND 1• MINIMUM FOR WAILS WITH IO ETUOCO. AND WAY K HEADED SCREWS OR ALL TNEAM SCREWS W/O HEAD. (d) SITE SPECIFIC PRIDECTS SHALL K PMMM BY A FLORDA KWOM DO MMR OR ARCINW ANON WILL 6ECow THE MP WITH WIN: NUTS. ENGINEER Or RECORD (E.OR.) FOR THE RROECT AM WHO WILL K REOUMO E FOR M PROPER VK OF THE PE D. DOA= Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE A3) N CASE THAT PRECAST STONE. PKCAST CONCRETE PANELS, PAVERS, ETUCCO OR WOOD OWN K FOUND ON THE P.E.D. ENGINEER. SHAWL SUMMIT TO THIS UTTER THE SIZE SPECIFIC ORAWNCS FOR REVIEW. DOS W WALL OR FLOOR ANCHORS 94ALL K LONG ENOUGH TO REACH THE MAIN SIRUCRKE MM SUCH PANELS. ANCHORAGE SMALL K AS ADRONE° N Al) AHD N Al (0) INS P.E.D. SHALL BEM THE DATE NO DAIWA& SEAL AND SOATUE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. (a) TO FXLSH1He fa 1M5 ROCv WALL A_:_ [-aa - 1/{' . TAPOON ANCHIOR6 AS MANUFACIUnFA All 1. T. W. suWDEX. RTC. LABEL fHVSE TI LOPIIEO ON A READILY v1516LE LOCATION AT STORM 11. 9H4ft $ TTER IN ACCORDANCE A'DCORERYCE WITH SECTION 170O tt BULOING ONE LABEL PALLL - 1/4' P r 7/6' CAUL -IN ANCHORS. AS W^WACTM N DEWALT MUG (WN. r4-1600 Ill K PLACED V WITH D FLOML K PLACED FOR EVERT OPTING, IAeELIO ro NOMrPIr wmH s[CTKN 17pPA.2 tt THE C 099, --,Ile 1/4'P X 7/4' SOLD -SET ANC/DRS. AS OSTRIUTED Br ALL PORT SCREW, BOLL A SPECIALTY CO. (All 11-1600 ll - 014-10 PMOdMTE FUAIE IO AND PAIELIMTE PLUS MIC11016. As WAIAWACnAIM BY EtD CNSTRICTON FLpaDA BULpPO LgpE. THIS ORMMq SHALL ONLY K INTO ro PRODUCTS (MN. rC-2071 p...1.) Al oevm PDWM IN STATE NN' ►LORDII - 1/4• A CIF TAP -GRIP AIIC,ORS, AS VAMFACRIED BY TAU -FAST CORPOMION It A. 11 •••••• r FLORIDA �': B.1) MINA EMBEDMEM OF TAPCON ANCHORS, ELCO PA/IEUMIES AND tt TM-ORW ANCHOR. INTO TW VC SUILUNO CODE h V•bel Nu lea ILOCK UNIT SMALL K 1 1/4•. '• No. 4 •. INOm Item .t ` tD CASE ()AIVAWZEO STEEL STORM PN10. m2) CA)l A SOLID -SET ANCMORS 9IALL K DAKDM 7/I• INTO THE CONCRETE BLOCK UNIT. No 187 : INTO STUCCO $HAL K PERMITTED. 1/4' .-20 SCRM USED SHALL K 1 1/2• LDMG WP1wM . PROTECTION ISAFVMMMM! uu: EXIST. AND 1' MINIMUM FOR WALLS WIN NO STUCCO. - 4:. C74 .- (2 � 7 11I ..........• i'r, - I .a n maO0Mp1r"Mm I � i 2 \`•� � \ I Ara EjCy1 I 1 t1011 � I 61 ItWP Wt� I 1 I t 1 I 1 EXSIIX: PO Q . MP6RETr R OE,6 I + comcitm awe i-T-- • ! ! ,Up /r a • F 1 ' _I roIICAEiE A0100 A,•OWA W/ SAID ---`I '.� LHHA. a (� 4N. Air • al a6 rAWANd A) W" 11001W INSTALLATION DETAILS FOR REGULAR PANELlJ2 INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES COK IM AICH M amiuls I=MAUTMOUBt •) CONCOM momen EXeI1NG F'OUPIEo 26m •�Y1iMa$ rH°M s1)\ f u4,4 --- --1 - I e„�i , .•7P el qA I* All {E-- T IALia m DOIfAL,E RLOUREa� • If AllAirw 7M0 MR \ _• I j �T sm a b 1 CAM • I�ia��R•g3w � �'� � fl L: 1 AAAP •rf - • (All . (i"r nwN 4TM0 • � � � � ( 7�6WSAx• ai 1 66 'a Vr all •.a J " °°'• pD1/C11[61[Olt Er' i _. J Comm an EA• 1 '1 ,NaW,++n,• r R REOLotm CONCRETE SLOCK eLDaX L. ¢N I TIIIam n \`•I cuuma I 1 �11 1 I 111iO4WL � _ AIRJIORf ,LIMIAN n Cnim AM a= mamma SCALE 3/s.l IM'R i Mrfll (m BH M1cMCH r 4 7� tKE 1aNrtAE "uN.a • OA ((3y�E2 p,RyBE14'O a I166Ts 6 TIOOUM 6) M I Tn01MN II NUILa i11]tffi ALTiR!{A1E.IIi SCALE 3/e-1• SCALE 3/6.1 EA - EDGE DRE4NM (SEE SESC 1EBLU 8 Sit ; N MOTE MR Op1,IBNATlot1 a BECID/LS: CCOOM M IN ANY WAY A BOTTOM 'ITo SUITCS ANYANY J 1 INSTALLATION. COMPONENTS FOR REGULAR dt LIFE SAFETY (SCALE 1/2-17 STORM PANELS r- /C, "' • (-({T Al 2.eS7• 2.000' , L mEN� TTYPP.. \ '7 CODE \) II ` L,Q7+11L A � -13.1116• (TOTAL HYO1M)-- -__ .__.-_..__-___�__._-.�..� (EFFECTIVE WIDTH}___,_. _�._--. . °OW •Sm STEEL aEOE e6 IwMIM all OMY. 4Le , .........__ -. I � ' �T- i erTAa AJ ' ' (TOTAL wDTH}-...._. _.._._.. .___._..� AA�M�m A-M ,��p<r' I '�� 2:u7" °M'�06°pWv. Z `• I TYR ,._. '7 � EDGE LRTAII A �i � 7T' 1.3110' 1.31,J0' .350• © STORY PANEL (g FJID STORM Pyles 9 t67' '., i 1.2 ..100' l6P' 1 .,?1 760_•r 1 . ,/4y.sq .Isy W/ NEM� EDGE. 1 .1001 Rif NW NXTED IUL l�RESs „• 7M' 1+ 10 AN" • m AMINE a '•, 12 M�4= ;j_ a vi I u J y A a .3. r-0 �'Z +qP'� L....,.__.._.....-....5'Ww._..-------'•l L._I.WO'.. ,,Spp•� ISOMETRIC VIEW DETAIL A L-2.DOD• 2_°'l Goo ---- ROUNDED DOMICA a ENDS OF PANEL'S END UP w( HEMMED EDGE. AO III .,cr e O - aiLyll: Q�l O Al ® ���UO� ® ����i i (N.T.S) �e�A,�r�� �4�IL -T MILKS rfiS�iOMi STUD �j 11,14aIt 2/14 + 4. Ty► .374' -OW.374' f - _ .`. __ _ Sao' '-Or iA n .,tie' - .-L 'j1' 10• �: s0' 4 , 4'r-sa 3" mRa ,.4177-I.ilill .37a• • •.INN• fi- s4o' !-- a isI� 01°L e2aJ r -_ - ,.sit• I 1/1 MOLE 1dt �__� Well � 0~ All may. 2.3 -E 1.__t .Sao• L__. . _ ._ _I i._--__.._I 1 . /lh .Gay' OCA• 7.000' SO KEY HOLE WASHER l.000••-- W © writ TRACK ANGLE ® ,sX Or TRACK ® FLAT PLATED 0.6w (MA) I-- a4 WITH STUD OALVANBm EYED, .3NL i 3r(YP V �•W .e7s•IF 1.0a3• �: � VGEN�(•' �:;ri No. 44157 j FLORIDA BURPING CODE h Vsl•al Nurrkom Zone j '0LL•'I PU7ED 1I IArr ar°07T0YPARa •,STATE F (9 KEY HOLE. am MnaL M 20 BADE O&VANM SEER STORY PANEL rA' i_-- .126--+ 1-:I awn W. -erotic - !lam` O,N'•. t0 L PROTECTION PRODUCT'S. U.C.. p1/a✓aae 2'X7"X1 /Aa 1L E C O EMS. 4= M. N anon we ATOKMAY, UK WINO MIT Ill ant. 0. 311M. • ... a >r N4► now (PM)r-76M, M. Lr41ra-am 20-176 ALUMINUM AllMONamc AAWa r/ AOOrIOIWI n..TaA,P,-,w.Ae, Pn-" aIIILr W arms nlaln'iu1m M7EW l w, rt - Ba7 7 or r 7NRWAR PLUS ON IPA VP-OO K N �j- SOQNE al sew 6 A 6) a TIIIOWX I) +n- Wro°DNwo i E C 1 1 i DON°O"ang BL°ROCL Ko1MED. 1 1 I ' Y'W i 1 9Y � of Wg7 6 "' 1 - MOSMWtW, �1°I' Ia . TO Are I ' I Y I J I DIISME POU MDcokvmm r Owelim � r I CONCRETE Ell / , cm SawaAE ITN -- / ��.:. (9�fin�I�a n w Bell I Taal" n ➢r,{ �E 3/h1• THICK ALUM TUK OR I' P -..I "IOWSOTIIxO/ P.T. WOOD PLATE SPAM / I AIM. TUK OR 1' } I P T. 7ID TaTall G EPAC1 d _b� conam iC ANCH M I 1 (SIDEM SHIM a OLMN°N n7 ; 1 C. M. IWm� 1 ,(sueCONCRETE BLOOM !r7 TIOCW DMIL FOR SPACERS VM= AT TOP 21 TFM fCALt ]/6-1'r]/6-1 ROTTOY TRACKS AWAMIT TO STUCCO I Q.1i- r— L--4.2 VJ I j OmIA. AAL nRi[ r .. rut _ TOLE s/16-1 .AWWUAP - i � e.ee R fPUN1 LAw T Ar BI V I 77R j � 7R.N M u'�'ac ` '• ' M`l ®,. I CASE C (PIMI /4. rii W • fr'";.tir ""P mac, M6 LAID e}�m mouilffm 1Lw l E.D. - EDGE DISTANCE I �57{�Rla (SEE SCHEDULE ON ( -0-0 L CASE F f15 SHEETS e A 6) 1ICALf !/1F TOP A BOTTOM MOUR/IRFGS GIN BE COMOWD IN ANY WAY TO SUIT ANY CASE E (Ell INSTALLATION. -._...... SALE 3/I5-1` 1/4. 2/4. 3/4. 4/4, S/5, 7/5. 3 Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 1e of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 16, of Product Evaluation Document (P.E.D.), drawing No. 20.175. C .MATE.RIALA_CHARACTERISTICS AND SPECIFICATIONS• Shall be strictly in accordance with General Notes and Components Indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Anchor specificattons shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter A. Tlllit, Jr., P.E. 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TRItt, Jr., P.E. (Florida License No. 44167), President of Tllteco, Inc. (Florida CA-0006719). WATILL D:1 TILTBCO AOMON RECORDS I GALVANMED STEEL STORM PANEL -T - - T ► 4 Eb i BDLTED PANELS W/ 1/46-20r1•_ 96A. 0 EAL /OAP 3/32• (SEE SECTIONS As APPLICABLE) f0 ' J 1/4, 2/4. 3/4. 4/4, 3/5. 7/3, s• AMAX 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, /W/11 a 7W/11 ANGERS: FOR CONCRETE SEE SCHEDULE ON SHMM 6 A 6-___-- ---�- - - MR WOOD six swroo oil s1EETs 10 A 1, REGULAR STORM PANELS MA & ELEVATION N.T.S. 2.er OW 0~_ -1 WALE VALLEY) 1/4'_!!CAP INSTALLATION DETAILS FOR REGULAR PANELS(i) A dA INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _ OUKDCONCRETEpg1lKp �Q{REQ ANCNDa$: FOR O SEE SEE M ONE_.- GL CONCRETE SLOW (�.. CC611CK/CO E eIOCK r---DR OMICETE rz6LOCK rdl M000 J.D.' sCC110115 ON sWET ,2 �- 1 ! I' uw. HEpU/ED NTD2LwED NIi0l1IED \ , ,�Y) I" MM., A/IOLgi AtIO16Ra y a S. itam we .� .. .._.___. - OIRIIM .1 MIRE _ A,DINORS ' 1 (16l I �6cHmNt ON I eDRNAE at salmlflE oK � � � B6,B(A1 I r J _ I n C -. n D.Y. I it Me = E- E I ` III 1 1 I j i I III I or $ E I l \ I MAX I \ I \ I rM1 i ri. .iDLLSW/ Ii \ \ OVVLW --t�� - � 2s i A'•"iR'�AipaW � � � i•nw°' ? Ili i I.-f j ' 1'� I ALiI � 31 li I I I II � 11 I I A I 1 I 1 II I I I I � 1 , I I I n 1 I'iA' i0.RE'liT'17 , - V' I'a/s4.�iDL�ia'M/ ' 1 ai iaLTN'I'• VAX Di • aLH i 1 $ 4iNo N R • r,ol a7MWAr. NNM6M I I I r v, r I � I I I I I j" I I I I l I 11 I r �I + J I LOB � I +i �.- a 6, >4 aIn$ EIrB ]• WPC. I�eIANa I . '�' aOyAAL I i of 1• M°A '1 3OX Y Moll. ._ 0.16.®m ® L61BYD S • All OF I I kw i OF i' I;' :,• MN, MAX •X/w'�'r I -�y , '•'%i _ .. POOMM: root CONCRETE SEE SCHEDULE ON STET-- f FOR WOW SEE SECTIONS ON STET 12 EL / I /r s N3/3Y- 1 f JI °A H _ r i , Al GAP, T .mcr 2.e7' I I r ^�riiw. r1 /s.s. BOLT ' } / 'R Owl user-, raE WWIn) - (A,YAiaW .�_ CONCRETE ANCHOR; (aa fa 0 1 ws wee rAn - • 12 1/2 O.C. CONNIM ANDIIOM t ET SWBWK a'/4• AN W/ 111E (UK X"ll" ON �. .. sNm n °W A) ,. _ Moo CONCKR OR SEt.T101w1 A -A fT1/D.i - -- F01111F0 OOMCK7[ OR WIIdE7E001 °1 REoIARm wGCN Ito1NARm SCIE 1 SCALE 3/8-1• EA - CODE DISTANCE ND1E FOIE CI)1KI4ATION OF Mrr+wee. (SEE SCHEDULE ON TOP t BOTTOM YOI1FI71F1G5 CAN K SHEET B) COMBINED IN ANY WAY TO SUIT ANY 1NSTALUATION. SCALE 3/32•-Ir N (D C Cn _ U N O � O N to ev O cn -� (D =3 -r� CU U O CO -0 -L 0 � C _O iU LL_ �0 CU > .� -0 E Q � 0 M. Q Z Z W J • 10 CV M o i L In x � ' J -C c 4,D ty NY N C M Jl r'1 N •� N CAI , T �- 3 � mi C) O >> °w CIO W C0 cu L QD U cu 0 aL - 0 W ■ � cu Cw G Z Z Z Q J QL CA SHEET NO. SH 1,0 ma ON CONCRETE Ammam DOEwlm..O1 \ --� - (D paum IlCUNmR f 1/4't m . 1 I I 1 I I I 1 1 aua I i 1 1 I 1 ®I OK ,1' 1 1 ! 1/4• 1 Ma. m WALL AND FLOOR MOUNTING INSTALLATION FOR 1,.•ar V�!7-_7 SPLPANES a -•-o-�-+�- A=p- -- =-r �- IAAtIw JL r. °q1° v, c tlau a m rf 1 �• m ♦ AR. BALL 4 I/r E.D.` OaMaa�A„OR _. „ .. _.. ... . _ ... ALUM Kow, /F�Sr������� ei / 1/4" . 1• JQ L I f OM a tldal NOR, M1M a[ a'AL , / �-�� Y19" • IR ataptL N M aMD � mA w_ 1L• µr NMAN - trm-w AHA• .PL.. w. - _ ..... r a1mAa a I,s tA,AO I 1 ` IV CrMo/w 1�, r-�' 9aiFi`i r na Y� \ � NN I/ Nyq� L ` I IWO"C;Yt t A i TL a lTr iaAi,a,wi0 tnj •n' I•-�•. rauw rwl • ofi wuw ,, ® 1 ` SPIRT STORY PANp�e� e�EyAT eGNE ) Z sFJIt 1 4 +1 �°EMrliomc Sc" 1 +/r 1-am �L ML M AN PA ObMI'M,0 Iluwt�►e SCHEDULE 11- I,SAl10N RFOAED Mr,. ONIX OM BAAO ^0 • TUSE VULON - 4 A•_r 2' . 3• . 1/e• IA 1= scom gem .MM6 .) III > 4•-r Tor-W 2'. 4• i_ �_ �` w. r.5.,n. NNW • N0.44167 > e•-,r ro a•-o• r . r . t/a• FOR CjhfW ATM SECTION 1 SOLE 7/M,- NOR: IaLLMOM RAN AUO BE PEtA,,.N w/0 smw PANELS ON TOP OI1 BOITOr >D 1MA7 rt G AT Top OR BOTTOM or CPO". (DIE ►AIMS, aPElA1G r/ To, a BOTTOM) INSTALLATION - LLIIERNATR/E 1w SCALE: . I. X&L-mmam 2w SCALE: Ile . I- L107i3T 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO a' -a'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMLRHATION OF SECTIONS: TOP ! BOTTOM MOUN7HOS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. HurAoons CEMIMGI ! elOOf IIOUNi1M0 WALL A FLOOR IIOINETlel6 NMSTA"T'IOM LLiENEa1M AIY WS7ALLATIOMS - LLll'ElMA71VE 5w (SECTION AT TOP IS LWEED M +55.8-67.0 WAX sr F• 1/4' . 1' A.S.D. DESION PRESSUIW RATING) SOx - 1/4' + 1• 7 8 4AA 4w1A AM AY"IN _�yyw��."rm. r.a ,•10Aa6,•iAii -Nei FLOOR 1MQU RNO INSTALEArIn1E - sEctloN uw SCAM 1/4• - H' mND EFE mama (SEE KNEW W O" Fast 14)� comOlm Amon cm •e.Ems aN�\ ,A)� FOR 00MMU 10 KNmLL[ ON faeEt ,k FOR VAM SEE BmG" ON arm la POW" mMDEw J f r. 1/4 2/4. W4 3/4-4/4 1, 2 k iW115 ~I' BAWD COMHCEn mumm -+ .Sup• I 2riBp .500' .z80• Nam. I I 1IDE4w�I�7��I Er,RT_y._,,,,,, I M,EM1R Pow ONIE)mR too Pmw RRR4l 44, MR `" "'"" AMR To am , ,//r N►..(" Q-1, M .- " ]• 11► iaaE �ieA (wE qI0� 14YM1• IIAaaE io�'Ni �2 , as _ _ . - -A.- .. A BG 0L1DtTO uD ANP1Ir•Mw 1 anI . >Am CNO1 ' ONM i tB44A) ILM t AmU® (IT /4 2/4. 20. 3/4 LW 414 1. 2,+k tiw/ts ,, z a ,W/,'S ON In SAFETY "AM I.- = , • I 0M4t I --- - ---AN.. w MULAR PANELS W/ PAN" Oft 5------ ---- �_- � OF(SEE-(SEE "m Immow) ---------. .. ..-- -_-- ---..-_...-- W/O REOILAR TRACKS (SEE , • LAST PAIL ro M iNBTNEm A7 ((T (7R aaM,muE a tWQ�L�� �/aOPTION &1 UPS Srm SI�6,R�11,�wVEt�ORKNa WALL tI,Q7 tA) FalAlm C011aREn FOR WEE WETY STORM Am M.// % 1,R GGaON) I`YS AL{IKFAEPm„O.NM,AMI IF INTENDED OenL R[ANIFIm [aImIL[ dl� t•� r 10 Ww 011 REY01m FROM mRRS or SHM 14) -----•A ELEVATION WALL AM FLOOR MOUNTINEI INSMA"MON ]DALE 3/32•-1• - SECTION 1 SCALE: 3/e' . r - SECTION 2 SCALE 3/e' - ,' �. y4• w. L"P ®®°A 1 � 1 � I/dn EN� NNaTFe ON L_AT A•�4EETY 5f01111 PAIL SYSTEM RMNTALAmN T. UrE SAFETY STORM PANEL CAN BE LOCATED AS AN D PANEL (FIRST OR LAST PANEL) ON AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). B MIN` A l Pnwa. GL�►Af• LtO�W=' LIFE SAFETY PANELS WAY OR MAY NOT BE NWTAL M ADJACENT TO RE PANELS ma N61t OR w o RE UM OTRACN(S ) (W/ / - �•�/A�I�� p-p ?. LIFE 9AFE7Y PANEL lX1MK1878 OF 0,030' OALVNNEED STEEL BMW PANEL AS PER MIMPaNENt . SHEET 2 Or DRAWW. t1IN PANEL ITSELF 70 eE REMOVED OR METALLED FROM THE IN61DE or aE0M3EJ.E]LE1JI_ B SCALE 3/32--l' STRUCTURE. x LIFE SAFETY PAIC REOUMES TOP TRACK TO BE COMPO W ®k BOTTOM TRACK TO BE AS PER SHIMMY 2 OF THIS WAITING.In COMPONGfT�Tr ■ WALLED WALL ON FLOOR MOUNTED, FOLLdMNO SECTIONS I a 2 aN TNB . AS WELL AS DETAILS I a 2 ON SHEET 14. L TIL�/r ,.:.....• �S: 3:� J {. LBO tDNDTH FOR CowPONENT is ts'. MCIwUl'ES tADP.wSHQT tC ®A CHOMGE AT BOTTOM IS GIVEN ON 4. COMPONENT � MAY K PERMANENT at REMOVABLE. 3. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15. A SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION a SPACER, AT 7RACKS INSTALLED ADJACENT AND BEYOND To STUCCO/WOOD BANGS, : 1; No• * � *.q'. • � y�•. OR !•'' --^ �`rSS ON A� aram tat•=a "c /. -LE• y O rMe. u r r +, w..wS'.Ga�•I-,r. a . (r}�j w-Nr, FLORIDA BUILMO CODE NI h V NI 20 GAGE GALVANIZED STEEL STORM PANEL ipnr�� y.7e ��4m ��1 E^`Fr`^fa'aa W w aA CN).0 RL 3M.. ).m OMF PL �It TRIM-B.Ny, ..; at'Nn.A.r 1 �'io'L w r _ tlt•"AY AAa IAA. M110. .l[NOM t11Qt el AN-,a1 �A- M OIAY N�11p OOt1011NN /'p p 0,�F1■ONN .MA, -7" r-r at MEIN 2 1/4' wam m I Tm 6 A 7 *MIA -72A >T-O• TO r-r Mm. 2 7/P 1 1101U e a 7 .SGA -77.0 w-r TO ill-r M.a 2 1/r �wUM1QL1 1mygR� ' Af pqN= • •41.8, -4sA 12'-4' ON LW 7 ,n' •SorL 0 a to Ban r/ ,/•i-70,1• u Ni a wow N wimm a woumi M W AWL twAm Oa.Y FOR pAmnzG7! QwmuAmm AS PER steram , MB! 7. am bwR 4 • OH MAPARA ABA. oes" wma (IaJ.f.) WAKM xcmm vac" TOR to - 3 1/r APPUCAKE TO 'OF THE�M110M WoeY PANEL LOIeM 1• (1L) upcom Cr TM-aw ams-01 MAINOAMW FwErE O ME PARCU pmtEO w N2"IDEw CO`IOOILE„1[ TO aowcom I TO oNER O oNaomm UICX 10 Oman! o To =CAM o It a N/A WA WA r N/A •' WA 1' NA (HIT►) .• r N/A OVA r r r r r r ,Oy) .55A -71A r N/A WA WA r WA r WA r WA 2 ) r-r OR LESS r M/A "/A N/A r WA r N/A r N/A 2 /mNab r N/A N/A WA r WA a' WA S' WA 3 A A (Ion oR Los r r WA N/A P• r r r O' r 3 0110110M) r WA WA WA r N/A r WA r WA 7 (LOP) r S' WA WA r r B' .' s' . 4 a 7 (eOfiW) WA WA 12 1/2' S ,/4' 12 t/r . 1/•• . 1/•• ",/•' a ,/4' a 1/A" a cm-nomw SIX VMS 10 a II FOR AMMOS TYPE A 51410111 TO eMAUAtma Oft Wool FRANK BBLei WOMAN AND" MAcam AND UM" Spot OGTAAR Ai OetAn 001 TN. SOINML FOR tA. LOW THAN sown ON 9 m u tit a now wpm* ar MOxwtY o M"mw "Am" on 10,4314m IN THE FAILING FACloft Fat US OPUM! " TO BE POSERS, IMBAM VAL•FJ DIMMED UM Refol POLL W IS LESS TNW MNri M'AAO"A MOWED 00 aLH ANCHOR rift AT AMMON LOMMI wow M _ t a t/ty Vr. r LOGO Immom w 1 1 3 1 l ,n a 44��0 N>rr. 1 1 a 1 1 a ,n 11AA\a a..r ar BAI 1 a A ,/a a 1n - 1 In Asa Y 4= omm SIMOA vr AS I a I_ _ 2• tm ,.m- 2, tm r m w r-r Aa 1 II 1 � i 1 I - 1 1 I i 1 1 1 Ba _ I I 1 ONea as I 1IB/IMlO11 1 To OIAIt 1 I I i 1 ' I ED ED [ 1 I ,/4' I.P.. B/r Lao Gas Barra 1 r/ ,/4•r-S%r aA Ni k 6 1/4' o.C. PDA Pon wow" ,w• Tor-w Me e Ile Oc. FDA t•IAOA UP ro r-a• ".. al /•-10 aNHu1aMB mwt C on R K AmIAry�AE PLUS 0 it , at w"H I Tr1A[.LIN o0N A t f �oGmN Or OonlG WOOD PLATE FOR 1 ALL Inane uP 10 r-r MAL DIRECT SCALE 3/0-1' lifil�it 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +SS.S, -72.0 PSF AND PANEL'S LENGTH LIP TO 8'-8'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL TOP ! BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS FOR REGULAR PANEL3,31 INTO EXISTING WOOD STRUCTURES /yr 1N� A CIA � f 4 -/• . n _ Mil � ( 'I I ED EDT-.. , _.._.�..._ OA ,� ` I ED ED 3 R-G L� I s 1 I RtaAAm 1 - i 1 ma1•IN Ae°°°mI"li°a ' L ALTERN.TNE 1w STALE 3/•-1= m d 1 s I an scmww ON SAW a[ - 1 e roA M. SWARAT " To 4ASi ) 1 l I I nLo � I • u +/r oc 1 ED D 1 i ` ORED f' ED EDT_ 1e010 PLAN i 4 fr. � �I I �.orr °e °aN �I • 2%.• Tun �` . Mm"MA1 w NAw.AT K AEA. VA !YlTAN L 1f1AN sCJBE 1/B-I• mong ALTERNA7iVE= LW BOIL 3/M1 SUDS • Eye qmw 12 1/2 0. E HOLD PINE a/a Mtn (fJ1K 1) 4R)OS OVEVERY RLAP �B`B1B�■r��■fe��Y I�M�_•Bl!•�B!•�►�Bl•B7•■ A Ma. • .11. .7_ _IA, " H V AEA TAcal or w-w au-0 TWYIMR FOAL o N"ELMGt ALIT APPUQNIUL PREMIUMS ' TO CONCRETEom to To TOt To sum 1D Im al l0 to i oNOL 710N roew NNGMW Nwa InO1M l• OL) 55.0. -72.0 0' N/A N/A NN//AA 6' N/A r N/A 6' N/A 11 a 2 (TOP) r-o* OR LESS a' 7' B• B' B" B' B" e' B' 8• t (BOTTOM) +55.0 -72.0 a" N/A N/A M/A a' N/A e• N/A a M/A t a 2 (top) 8'-NY TO 7'-B' r 5- S' r B' 7 1/2' /' 9' e' 9" 1 (BOTTOM) .a5.o -72.D e N/A N/A N/A r N/A a• N/A 6' N/A 1 a 2 (Top) r-r To s e e 4' B' e• a• a e• e• e• a' I (BOTTOM) lmaw ASA Mr,A 1 (BAG a yr a fie w W AOD aM P (mA • Y r PADN W W AOD - SECRDNW / a -n0 MA70MUM PN1LL LEIIOIM 1' (R.) OF +482 -a1.5 3• J" 4 1 ' 4 1 r 2 (BOTTOM) r-6' OR LESS +524 -66.0 J' 1 3- A• 4• 2 (BOTTOM) r-a' OR LESS +55.0 -72A 2 1/2' i 2 1/2• 4• 3 1/2• 2 (80T1om) r-6' OR LESS 1/r 2 1/2• N/A N/A 2 (BOTTOM) 7'-r TO 6'-0- --'r-4'-TO: N/A N/A 3• 3' 2 (BOTTOM) a'-e- ALTERNATE LOCATION AT END PANEL 0 t/r i{i BLE 1 i 1 1 `-wm,= PANEL `-EJD PANEL 1"eP,Acallo M°`sMc 1'-S INn. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPUCABL TO SCHEDUL 2) SOUL- 3/1r - I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (p2■_f•) AND CORRESPONDING MAXIMUM PANEL LENGTH `L` SCHEDULE f."AM, Arr ONLY TD [•r"1ra 1 a 2 A,Fr, FOR LIFEL STORM PANEL 2211011 aN SIEL IAL •�cEN� No. 44157 r Y111" A" IEam "r J""A ,w,. me U.. '•'i w -A .eta -7aA r-r a a/•• ,Ara>m la INDEX ,/ FOR ANCHO" TYPE A OWNS TOR KWULLV IG ,"10 ,mOO FRYE "am IwMALIM ANOWR rVicew AND MOM" cm ovum B AR A DCAM ON ,LAN 1t7100ItL FOR La. ML THAN 011OG105 ON SDINML AmLOE ANCHOR VAOG Wf 14LIVLVN• SPACING SHIN ON SOMR1 BT INE FAIANwM FAc1C IL PNI THIS WOMAN ro BE NO LE 011mucm SPACING COABBS MO FACTOR SHALL NOT 0 Lto THAN ANARm SPACING POIN"m rLA Do" AO"c" TYPt w A1o1GIN LtM O. wow 4WE I/4'. .. 1/4'. 1/41 1/0• I/r. OI Tr-a� _ QI" NLq W nxwm arwrA a 3 1 a : In •mmN,IAr/ IN a a a a a "A"" w Oy , 1 1,n a ,n 4 ABBE BA 0BO RCiN -m r a 1 Im ,J4 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.fA) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS(1i A Q INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (MAUD ONLY FOR PANGS (^L/A @ BOTALLATO W AS PER MEP I - t THOU 10. ON SMUTS 4, 5 a 8) ANCHOR To sl: BIIoi• +a ti AIG ,: FOR AINt7Ga TYP ip A. 7(� �L .......... 'rtP FLORIDA BU,LDNIO CODE NI V� Hu Gone 2:on• sown * ' NO. 4167 mme n,e G r 20 GAGE GALVANIZED STEEL STORM PANEL F.P. IF aT _ O,f:•. f� F, -- '�j - - 11 V �.E C► � IMo� PROTECTION PRODUCTS, uc ow m 01 Arl FS•. ID 2p La 1fIBw a noo F•. Ot O"Iar IANC rl su,• `s/0 • • N� r: a �,MI•'- mr w aw Roe LBO)■-7w Aw: N/•ltl►em 20-t 7B IL at aeonu BONG 1r A i. t AIIOi . m i 1M11INa ASa OEM PAorBE M7m0 (pwf.) IIAIOaY /I/DHDAS EII1C.1a 1011 tJL - 7 1/r •- mlieAelnN qF t,d L� 1AKa1 fIF 1fI-pV CAIA-W PNIOAMR IiLNL ID ►KQa1NE FWt Bap !EF 70 OOPIDIo[ ro CONDILT[ BIDE, ro mNICHA7[ ro mPLTMi[ BLOC" ro OOPMCNOE ro ta«aAnE BLOIX ro I'2"ICRIS ro oo1MAET[ BIDw ro IODIEIER ro cO.NCRO[ BIDOt ro mMIG[1[ ro a.M1a17[A BMOC" e' N/A N/A N/A e• N/A 8• N/A a• N/A N/A N/A , (TOP) e• {• N/A N/A e• B' e• B' e• 8' N/A N/A 1 (BOTTOM) a' N/A N/A N/A 0' N/A e• N/A a• N/A N/A N/A 2 (COP) e' N/A N/A N/A r N/A 5• N/A 5' N/A N/A N/A 2 (BOTTOM) 60.5. -72.D e' N/A N/A N/A e' N/A a" N/A e• N/A N/A N/A 3 ! { (TOP) >r-5' 70 B'-8• OR LESS e, {. N/A N/A 0' e• N/A M/A 3 (BOTTOM) 0" N/A N/A N/A e' N/A e• N/A e' N/A N/A N/A 7 (TOP) a• {' N/A N/A e" a• e' e• e• a• N/A N/A { ! 7 (BOTTOM) N/A N/A 12 1/2• 6 1/A` 12 1/2' a 1/4" 6 t/1' 6 1/{• B 1/4' 0 1/1' N/A N/A 5 (TOP/BOTTOM) BO.0. -a3.3 N/A N/A 12 1/2' S 1/4' 12 1/i' a 1/r a ,/{• a ,/{• a 1/{• a I/{• N/A N/A • (TOP/BOTTOM) '-B' TO 11'-2' eBA, -72.0 N/A N/A a T/{' N/A a 1/4• N/A a t/{' a 1/{' a 1/4' 6 ,/{• N/A N/A a (TOP/BOT70M) '-r ro 11•-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/{' a 1/{• a 1/4' a 1/f• a, Y, ,O (TOP) 0 a e• {• N/A N/A N/A N/A N/A N/A e' 6' 6 1/1' a I/{' 8 (BOTTOM) ll'SS a' 4• N/A N/A N/A N/A N/A N/A e• 8• a 1/+' a 1/4' B (BOT704) 12'-{• 011 LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/s• a 1/1' a 1/4' a 1/4` 10 (BOTTOM) E • •A,rANo ra IIIaTAL.lAlaw mro rood rR•E BIwLa1o. NGerw ANGINA BP,AOG[ AWo MeaaM moE owTANCE A,E INDICATED ON TI,A IICIImNL FOR La tm nvN eoGATm a scIImIAE NEOILE ANCHOR sAa"Ho B7 MAAl1.uw tMCRA aNarN a Wa,mw[ BY M ra1L"AINo rAa'roAL rat ilaB aN31mw ro s PaBeBLL. RmIHGm BncaG OBtArEo IAINO rAcra TARN NOT K USS tlNw LwWA 9AC►n RIOIDatO FOR FAON AMCGA IMPS N ANDGM LEOOID. TNPOON o TA7-w► -•'� arR-a taco Nw AIO1011 Snt01q a 7 1 , 1 rn a ..�"•�. a..,AM OPJ a 1 a 3 1 1 ,n IUMrH On.r ar o,] a 1 3,/2 a In . 1 ,n AAIII SG 011t P AC T B R Ee nn r ,m ,m - tm o - r.4' WOOD RECIANt'D u8 M NR •• ,/.• ao j I ft. PANEL,LasmH (SEE Nl1TE 1) i OF MAN Y.4• wloo._rVATi ` i� L. tPAAELIATE , �• 1EWIICD MD IIIO N I>► PURE Wo k i I �, _ ,/4Y W eaEMS • I, I, _C QC. ,fUIBODt[D,�/ ..- -'lr`. .-� TAATTeUEDMlE01AI[A/DO)N or PLATE $MF 1 WFAME 3/e-I- mm 1. INSTALLATIONS FOR ALTERNATIVES $W. SW ! ION ONLY VALID FOR INJU /GS WITH A.S.D. DESIGN LOADS UP TO +43.6. -40.0 R"J. AND PANEL'S LENGTH UP TO 12'-4- L FOR NEW WOOD TRAM[ CONSYRUCTIOW WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.53 OR EQUAL. I4ORF FOR C/)Ywi►TNOM tY INCTIONS; TOP !BOTTOM MIOFNTIN65 CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION- t/AY fAa taIOtB • r a.,- w/ I/2 MAL W AVAIRD PENETRATION to ODSI"G wow WAM Z;.--- Na. Pma LENGTH 1 /4Y-7af1• AA (SEE NOT[ 1) y".f�. •TI/ 1/e1 � IA11 TiJA. I OF 1• �yy art. j MAX 7 11�"iB • t. .a�.J--J AEaNAm "NE"A"ok AT I MorIDiH OF PLATE I _'L i I 1I� I 1 Tat[ 3/a-1' 2 co -, Eo I 1 I E � �.. t I I ,/ GI�M EIIO • is I/2- aC. •ppp r,D� AEDMRD " ALTERNATIVE 1 ALTERNATIVE 2 Allow iTo •Wi's t oc. I I I 1 � i toED i IEDmwftm ED � me r � t' � AEOIIIEO ., •000 MR now= 6 CPw ALTERNATIVE 3 ALTERNATIVE 4 ii: eMwmloE°O�Pwi Mna.°�ai / , ,/r ,/410.A/r LONG am su A/ /4Y-f00• W.S. MW. • . ae. dl ALTERNATIVE WOOD FRAME CONDITIONS ` ANCHOR LOCATIONS /aP Bo PLfD..1TE roALE Me a IR atRlwn PUA 0 r oa • , ln' Mr fOmn S/r - 1- P14WIDm PE1ErAMGN ro Tom tNArt 1GTE :.,AIna ,aa"t NOT veil FOR airy WALL MOUNTING INSTALLATION ALTERNATIVE 1 W soma wr . I' IfDII>< 1. rEWUle11S A1E ONLY 1Hn TOR INNUMAIS W"m A.S.D. OEM LOADS L/ TO FOR +BOA• -72.0 PPI AEG PwtaY total" up TO a,-r. x Im � Lr00W/ 7NA1E CdYTAUCigm ,COD MONBq• l0 BE WVMM MEMit �IGIIY D, oJG tlt [aW. N N Q O O .� Ca U O cu '�^^ V! O c O O ^^11 W cu 0 I..L O cn In O i (ca // //� cn N ~ ((� N • =�� N LL I L O C� -c (/i 3 _ _ ,, a � I / CU O U >> �OLU SHEET NO. SH 1,1 (! , 2.63T• erlws:m BIER 2• H TYP. `�\ Af,Y A-BBS IIfl11fD i `• EEO[ . - BEAK BO 11NIMIA 0-60 OALV. { L -- A r 4" ....---0,2W-- - - 0 STORY PANEL �r ►MLL3 OIE 11 ` r/ NDRMm ma J WMETRIC VIEW DETAIL A ROUNDED CORIKR 0 ENDS OF PANELS ENO UP W/ NEARED EDGE (N.T3) -1 r.12S• f_ f N l_ O7 3'ET3'(,11162�) ALUM. ANOLE 1 7;a•[Dow area ® MA 11' NANO 6003-TD Alum. ALLOY _._..-.----.--ANCHORS (= SECTIONS ON AHEM 17, IS. 111 6 20)-_.._._..--�.--..... _.._. r MAX. W17, 4A/17• WIS. !N/17. 4a/I7. 60/tl r MX. 1• MN. w//6, Awl 9 a "also w/16 7w/+9 6 Mr/20 t• MIN. 0 I O O O O i 1. A I t LICIT 1k Ni' I __NOR; Mix. " L � � I (SEE SCHEDULE) VA I I -� PMd RNIW1a1 catWw I � 11. I ' qq .. Wt7. W17• W16.-PKMRATUn6R6f UPIs. 3>iN7. pyt7. 6B/11• r I Ax "a/19. 7AW/19 t w/s0 � x" 7M/u 6 wl/70 1• __.__.._._- -MICHOIS (SEE SECTIONS ON SHEETS 17. 16. 19 0 20)----_._ -i OPTION d12 FOR LIFE SAFETY STORM EMEL(I ELEVATION SCALE 3/16•-1' ,N• wt w SECTION A -A SOLE 3/,e-l' 17-1.4 r M . f-wWR _ V I loiel;ISMS . - 4.1111 MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.f.f.) L (ft.) (SEE SECTIONS) TO GLASS CONDITION +55.0• -72.0 8'-8' 2 3/4- UNBOLTED INSTALLATION ATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ' __._._ (,M 0011 MICM016 9' 0.T114'ON MICMOIR -i Y OAGOM ANCIIOID : 0' D.C. CV1 ANAgNs f POIMm Caas,E, ralNEo ooNCK$. I ►anlm - Ommot PLOCK 0.1 Z.Olt BLOCK WWXMRD j 1 L ri. L rl I I � � .� • • � . �, j `� •• � { - LICIT. , I IL!L mw IN mv 'a FAR I ' IIA4f 1 _ti GLASS I 1 airSS I „ I I}, i I � ' I am an 0 , I iuy1 j CD I ft'-'o.4 II 3/32• KING, NUT E� • 12 1/2 • D.C. f f 1 4• TAPCdN AIICIIDIs 41 O.C. j (sTA9oM1m w/ SAD) -00 CONCJKIEBLOCK ROKOM WALL IiB-JNSEALIdil0ll SCALE 3/6•-I' I,NHIIITR MWR/32 (9EYOND) 1/4' TAPOON ANCORS .�._..i 4 ($fA= M W/ SRIO) ---- OR CMICMET[BLOCIc UNMAIAI iIALJ�l1"�0'"� ILSiALLAL�Ot! SCALE 3/Ii-1' 1/4'•.. IRS Saw to • MINI A410• IIBI= TFB wpm . rots 9aTNL ATID1s A 110 W WOODec At AMP- t91101s 4 N STANCH, PWAC KORANCHOR R SPACING AUNIONUK0ANCHOR UK K AM I161DtTHA eM THIS A ••M4•w.R II ft2raAS At rots Ln la t1Aw 11sg1Wo ON a04rH y,.,w.,. N M lCJIroAE MAX ANOM1 lKfO M MMT0LY"I VVA.M flW a 6DGNA2 AR Y RINOR // TK rou4wm WNW IOW I" 019MTCM TO K PON&L Morro ,s roam o91MM VRs PM.IN IMAL MIT f ,� - K LEw IIWM MINIMUM WPM IMMU FOR EACN NICHCR TIM a T14f sworn �- r 1/2{- 1 4Y-2a.3 4•LS. MA. W/ _._,{/w•h1 WM NUT WINNER �1R• r II 1/4Y-70A3�1'S.S Y.S. w/ `T/6Y.}/n sNG MR WINNER a 12 (KrOE) L... 1/4 TAPCGN ANCHORS It 1/C TMCOM �i 4 1/r O.C. s 4 1/r O.C. BLOCK WALL J101 STALL iTm �19� - - C9MCJk7E BLOCK 1111011PNO ow I AIM IL fiffl _"PAW- 20" 3/6'-l' ` WALE 3/0.1' PAIFIL -1� - ---- - , 4Y 7AI1CO1 . r O.0 1 4.0 TAPCON s 0' O.C. �Iyt .Rf~�1�Asl0 Ir D 9 t t~t MN.•MKAOED 7 _ TAPCIDN - --� 1 I YW. WIRi/01D �, , MN. THPLO D t Io18[R \ HOMIER r PAMi-TKIM A7 11000 P6RiRIL110M AT HOOD \ � AT ROOD1 [ I Kt"a AT PI000 ,� ) 'Fiat' J/ t 1/2'( 1/1• \ '� 1�/41L' !� .; • 1/2• 1/4. //2' ,/p ) '11_� / / j 1/'1• / }� I - ... - 1 t 2• s` i- ...I / r� ` Ti t I i pADo1 �I Ia.1 I ; WA19 , Y \, Mn i I Ifl� GOAT, m p 0 i _m {D 1 w. oQLm WNi 60'MK U i t YARN 1,LA65 t`1e 4uw simmomI "roiHia _ ' (ALE "m _ I IVINFL LENGTH a Dan 1q i i• W.. ; ( � LENGTH a II1xMIq I PANEL Li1CTAt a am (ALE NOTE , IIDAq I PANE. UI NOTH , fSLOw) OL 16 is vm i I _ _ s •��y. - - p1E + 1140NQ �O.WA�NM _ ..,Q,� - .... n' 1 snow} "pro w 'LD -wrm - - - J t - L TAP.. Neil am F1s i I 1/410- 1 - - - �Y--- r ME 4Ns LENGTH O1M11 tl� alq f 1/4•0 N.I• ___ --Y- a tw iq (NE PANEL BE1DW) t/4-P-20at• _ Y -- 1 _._ (Kl MO ON) Wsq OLAif 3, NUT 5 f 4,0 Cfl I I , Q1 --"-COME - -COMr. � I/4.1r�3/Q�3/4-SA Y.E. w/ \. ,/4Y---- 4'Ss. Y.s. w/ RIND "MIT ! ', 17 7pY 3/32' WING - 11 LTLwKtI • I2 I/r as WWa Nm WAIKR W 12 I/Y O.C. , 1 RR wI1sKA (KYDNEI i i 1 _ 1 4"0 TAKYXM 0 r OG I! {I (KVDID) \ , 41 tAPcaN • r oa 1 14V IJ4Ir n9roaHM . r oa ti � II � f + (2A9fBIm w/ BIIID} �L {•+----lAAaoDKo r/ CEDE) I L , I/I WIN. 1H6wAOED II ll I , ' Lt/6.0 : 3/32• WIG xur I 1 7/6.4 3/32• TAG Nur FpKTRA ' u'Ir.O 2•N• w000 PM1.� l i-' � ' �14 ,i W34ER 0 6 1/4. O.C. KaWO _CM1L, '' i ' I � I'i2, 0 1 s (BEYOE) i r/1 1/f' MWL rOKADm 1 ' 1 - 9/1 1/2' MN. ,NWAOm \. I ,,- ` l I OP w 7NR AT IIQMOM I I l II , 0000PAAIE i BRED �AMi 9CLE 3/6'-1' SCALE OM 1. OWMAJAYO& ARE ONLY VNND MR 6LW.NM WITH AND. OWN LOAN IN TO +fth. _?Lo PW MAD "Im'i LENGTH UP 70 V-6'. 2. FOR NKr WOOD rwm Ca1sTRIUCTIDIk WOOD MOSG{ TO K SWMON PIK HG. 2. W/ woom DENSITY aF 0.K OR Mum - COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-11 - ---. - .-1Y.500' (EF►iCi1VE W1OH)--. _ _ -�. - Jr 71 1 2111 2.244' f 3A00' EDGE r JR A15 MAIL J' i + + I O REVERSED "he TRAM A1s 1 i P I 2.00D• �, " ) LL2--� �J" TgAm i 4 WIER Owl -TB Ab". ALLAY © REVERSED 'U' TRACK aOCD• �.tzs• © 2"W(Mov.) ALILJY• ANGLE SOLE 3/6•-1• IDl>IIF 1. I4ALLA1104 AM ONLY VALID FOR BUMDIN6S "" A60. DEMON LOADS UP 10 +36.5. -72.0 PSr AM PAND'S LENGTH UP 10 G'-6•. 2, MR NEW WOOD FRAME COMITRUCTOY. WOOD MDWM TO K SOUTHERN PIE NO. 2. W/ SPECIFIC ODOTY or am OR Could- �14-10 PMnwte I j� loom AT MONIOTH OF PLAN WALL 110 1 L SCALE 3/r.1' 6�9�1BBB�T.�Rw R"al!M"a�� II � li I filly II�IIiI� I lillil II I 111■q■�■1■1111�1■0�1111■1/7■1111■1■1■INTO■, ■1■�11 I111!1■1�1■1111 "I'�I) 1111■11111 1111111511 sK NOTE 1 eIDM.... •� 3 AMMM 'i"'1Y--�•' - 4 GLT[M47E LD,•A7pN faMME aOONWWLM . I- Mu. N, /a WOODM 1• INh MY �f AT �t AT [11D�KLSI SIR morl" 0M WIKT J$ ®W/ a WAS • ( WV ) 0 Ir • IA6i Pft% TO K RRPARlM AT Op�EH�Nos PANEL 0 MArKsammum f K POYMA1 tIM1 WHO 9 TO rAplRA1E /CUM KM"aNAN IApAAKI[ MiNUA7ON ��E�VA�ON NSDTYPWALELEVATION E-Z HANG STQw(�� xmNltLKwaL° ""a' r vmw TO K MTIAlO) rt1011 E-Z NANO STORM PANEL SYSTEM Ma aF 3nwcluRE or B, 1/4• MWL w t/4- Ma W 1/4• rr. w 1/4• NY. 6A►- '- 01 -Ow etwo®.® -- -- SECTION B-B SECTION -A A r own91°M - () SAEMaK L Or N MNS = E - Z HAG SORM PANEL SYSTEM CONSEW4 OF PONE. LOIIi.: TRACNf AT TOP 0 PANRAMTE PUB OR tr LONG (I). DLO! $EIM 20011 E - 2 HAND STORM PAH L SYSTEM CONSISTING OF PANEL + (rAi BOTTOM w/ PANELMMTM CaM. TRACKS TOP • BOTTOM, CONNECTEDOTO BOTTOM TRACK OTERWIK A STOP dN (2). [ND PANELS SHALL ALWAYS K CONNECT I� TO BILL COAL BY YEiVlS W wf//4Yr-1�q3 TIA�//K END PANELS P�ROVIDEEDMK To, SUCH PANELS. K7ESCO�NNECTF1�v WIND NUT OI 1//1'0- M� 11RR/BSCK'� Nro J" AS lam (3). w END ARE "a TRACK. COHREE'TION SMALL COMM OF t 4•0-?ON] 1• MS. w T 6N3/32 wN0 INR oR 1/41N3/r Mn. THUMBSCREW OEM= ON T BOT70M ION 0< iASTENEIIS Y SE AT EITHER OF TWO (3). FOR OASEf YIDID END PANELS NE IBE JONRIv w/ 13' MONO AT BUT DID PANELS ARE NOT CO/NKCFEO ro BD'TtOu TRADK1 •STOP BAR EXIERIOR FIAT PAN= OF END PANEL. (PJ F K PROVIDED AT TOP OF StICN PAKLS. (4). IN CASE TNT ENO PANELS Aft NOT CONNECTED TO BOTTOM TRIM (L0. A STOP BM IS ONLY USED AT TOP) AT LEAST TWO PANELS SMLL K CONIEC= ro BOTTOM TRACT USING BPLC3 s(01CA ON TORE (3) ABOVE. N SUCH CALK. CONNECTION a PANELS (4). FOR INSTALLATIONS WHEN ENO PANELS NO SOME NTIONORWOUNITED PANELS ARE DIRECTLY IDNDR PANEL BOTTOM '. NOCUR AT ANY PANEL LOCATION,ON ,M.A E USMOE�Ad{OA Fw/ TOyC1L Q) AT /KpTT�pIN ALLps101 AM wTRAp,3Tpo7O/E12W�1LL µme, L1(LOIIINOf SPACEIO„ (3). SEE SECTION 1TO 3' 3' av SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. Uuu 1• Jp(O�pLvs IN6TAW� NEED TO BE CONNECTED ro S�•P A: r 4r. THEIRSUCH 1MOPERkAPSS MIPANELSTKTANNi LEFT i RIGHT SIDE OF TETHER PANEL) HAYE ��-ill. r a _ �T;Z•73iC•7:t'Y� • ; . yap • :., . � � PoutHm COLYcC _. OR CaNp 6lOLRj 1 REo1Alm , _ I COAT. � { 4Y r/1W�1 A I I { , ' ou63 .I � I ' i I { I . CD• 11 I _ I I II14-t0'P PAIR PUB W/ . 3/uwoo • woo Nur wrtDe 6 0 6 I/4' O.C. p111� L BLOCK ..._ REQUIRED WALL MNEWAA= SCALE 3/r-1' 10 • ZO 1oR NI s tYK A Mom "M 1/W' vow 1/4•. roR 6rrMIAr D1W wID Waa SA" P TO Mh KAWM wPINs Q. 7 7 M�Ao.r IRLB sROM. tItWIA.ANLYWII fJPIDNOt AND MPIIMIA 1TIK DWAI10[ AK IIOIOMm a TMR ••N9NYO a..w 6•U 2 3 lQssxtE POET C.D. tOr iWN INSID17ro aM CCUWoX ANCH IP 9PACMi BY MAI1Kr m S►AM OWN ON 6LX1EAAs µ.ILL 0111.4M Y M 3 31 A1TA6L Go. pa Ono" wr M rouDbs ACTORS. FOR IRO OPBWIaM TO K PaMILL RroYCED _- ________1 1I7•-..-_... ... �•..-_ ..- �_ t6V0s amm Uwe rcm soul Not K UM TNN UNION SPACE WINDOW roN D4DN Na1OR TV0[ a TN fDIWDut I 1 _.-.____ _. L•'_._ .-__.._. odNw. 6Lrn6s wuD a-z uwn slaw PYEL sYsrEM 1. E-Z HAND STORM PANEL 94DWN ON THIS PRODUCT EVALMMTION OWA04 (P.ED.) HAS KM VERIFIED FOR COMPLIANCE N 0.1) MINIMUM EMBEDMENT Or TAPCON ANCHORS AM PANEUTAITE FEMALE 10 ! PANIELMAIE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7s EDITON) OF THE MOMM NALDING CODE BLOCK SHALL SE 1 1/4•. DE" WUID LOAD$ SHALL BE DE1EI61NE0 AS PER SECTION 19200E THEM MENIIDHKD CODE. 0.2) MINIMUM DOMIEM OF 1/4•0 X 7/6• CALK -IN ANCHORS SWILL BE IS 7/8' INTO CONCRETE. FOR A WIND SPEED AS RmUREO BY THE JURISDICTION WHERE TE$E SIKITTEM MARL K MISFM.LEpp AND FOR A DIRECTIONALITY FACTOR M-041, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (AS.D.) NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PELWIRTED. DESIGN PRLg$IIIE RATINGS NDIGMED ON SHEETS 23 it 26. 1/4' 0-20 SS SIDEWALK BOLTS USED SWILL K LONG E0U6M(SHORD ANY F64H MATERIAL EXIST) TO DIGACE 3/4' INTO ANCHORS. IN ORDER TO VERIFY THE ADM CONCITOK ULIIINIE DESIGN WIND LOAD$ DETERMINED PER ASCE 7-15 SHALL K FIRST REDUCED TO A3,D. DCSION WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To 0-3) IN CAN THAT PKCAST STOE. 001 PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL, To COMPARE THESE W/ MAX. "0) DOM NfE'fSMRE RATINGS INDICATED ON SHEETS 23 6 24. ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAN STRUCTURE SEHNO SUCH PANELS. MICHORAOf SMALL BE AS MERIOIKD IN S.I) AND N 8.2). N ORDER To VERIFY TINT COMPONENTS AND MAGNETS ON THIS P-E.O. A6 1131 WERE NOT OVER STRESSM. A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS UM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 201S. (C) ANCHORS 94ALL K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AM SPECIFICATIONS OF THE ANCHORS SioRIM PANEL'S AODDUACY FOR IMPACT AND FATIGUE RESISTANCE HMS KEN VERB o N ACCORDANCE ISM SDCToN 106 OF MANUFACTURER. TK ADM MENTIONED CODE AS PER FENESTRATON TESTING LABORATORY. OX. REPORT 12032. AS PROTOCOLS 7A6-201, 11 R SIWl K THE RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WNEWE SHUTTER TAS-202 AND TAS-203. PROPER NICHORAOE. TARS SHUTTER SHALL GAY K ATTACHED TO CONCRETE. BLOCK 46 TOE TO K IN 2. THIS SYSTEM HAS KEN DESIGNED STALLED ON THE OUTSIDE OF THE OPP" ACCESSING THE OPENING FROM THE OR BUILDINGS. FRAME ASIDE W/O THE WE OF A LADDER OIL CRT. THIS APPLICATgN IS IWUO WHEN INSTALLATION 16 INTENDED TO K PERFORMED 12. THE 0WALLMOH CONTRA" IS To VA/CAULK AL WITTER COMPONENT EDGES WHICH REMAIN R CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACTJS WITH THE BULIXNG To PREVENT WM/RAN NIAIM, CAUUL MID SEAL SHNFTER HACKS ALL AROUND FULL 3. SUM IWO INSTALLATION IS AWLICABLE TO SMILE SMILE ADOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION a REQUIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE. 13. STORY PANEL NSTA"TION SMALL COMPLY YARN SPECS ROOTED R THIS DRASNG PLEB MY "OM AG ZONING REGULATIONS PROVIDED Sf THE JURISDICTION WHERE PERMIT B APPLIED TO. SERIES 20OD INSTALLATION a APPLICABLE 70 SIMILE AND DOUBLE INTO AND NORIZOITAL SLIDERS SITE WPM" WHEN NSTAAIATON S REQUIRED TO K PERFORMED FROM THE INSIDE OF STRUCTURE. 14, ATRIUM WIDOWS AND DOOR4 INC. E - 2 HAND STORM PANEL SYSTEM- a POOR POISING. 5. ALL AUANNUM EXTRUSIONS TO BE 4063-1e NJAT AND TEMPER. (ONUiSS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALLATON DOCUMENT (P.E.D.) PREPARED BY TINS 00094 R a OENEw AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, ,a. WHERE THE SITE CONDTONS KVIATE FROM THE P.ED. 6. ILL ALUMINUM SHEET METAL USEO AT CLOSURES SMALL HAVE 3105-H14 ALLOY. (►) CONTRACTOR TO K INOMMAM FOR THE SELECTION. PURCHASE AND wMALLATM INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE SIRIACT1RAL OJAUN STEEL. ASTM A-GW GNAW $0 MIA.. GALVANIZED STLCL TINS PROOO.T BASED ON INS P.E.O. PROVIDED HE/9NE DOES NOT DEARME FROM THE CONDITIONS DETAILED ON OESIO KTON w/F7- 31.3 W (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY. S. ALL SCREWY TO K STAMM STEEL 304 OR MS A191 SERIES OR CORROSION RCMANT COATED CARBON STEEL AS PER DIN (a) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 50018 w/ 30 W YIELD STRDGiH AND 90 Hew TENSILE 111RENOTH r SMLL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. (IC) SITE SPEC" PROJECTS S,ALL K PREPARED BY A FLORIDA REGISTERED ENGIEEIR OR ARCHITECT WF6C11 MALL 9. BOLTS TO BE ASTM A-307 WLVMNIZED STEEL, OR AS 3014 SERIES STAINLESS STEEL. WITH 36 W NINMMUY YIELD STREHOM. BECOME THE ENOIIKER EO.R.) FOR TIE PROJECT AND WHO WILL K RE9POII VAU FOR THE FROM RECOUSE OF OFRD CWGD< A DELEGATED PIONEER TO 71K P.ED. ENDINEAI, SHALL 10. AHCHM TO WALL SMALL K AS FOLLOWS: TO INNS LA STIE SPECIRC OR4wwu FOUR REVIEW. (A) TO EXISISM POUKQ CONCRETE- (.) THIS Pt.O. SAIL DEAR THE b11E AND ORIGINALS[At AND8t0rNi1AE Of THE PROFESSIONAL ENGINEER OF - 1/4.0 TAPCON ANCHORS AS MANUFACTURED W(LT.W. WILD". PC. (MN. ra-3192 PP.i.) RECORD THAT PREPARED IT. - 1/4' RS. 9 X 7/9• C4K-N ANCHOAS MANUFACTURED BY DEWALT INC. (MAN. ra-3000 p.O.L) - /14-10 PAW,WTE FEMALE ID k PAMELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSI%XlION PRODUCTS. 16. STORY PANEL YNIUFA:IIp1ER'8 LABEL DWI SE LOOTED ON A READILY VOW LOCATION AT STORM PANEL IN (Cc-33$1) ACCORDANCE OF BUILDINGRIDA �$� K PLACED TOR EVERT' OPENING. RPj) t LM TO COOMMPLYNWM SEC1TITION31770.9.2 Of FLORIDA BUILDING A1) MINIMUM EMBEDMENT OF TAPCOI ANCHORS INTO POKED CONCRETE $HMI. BE 1 3/4- AND 2- FOR PANELMATE FEMME 0 a PAND.MTE PLUS. A2) MNNUM LOKEOM M OF 1/4-0 K 7//s' 0lx-N ANGNORS 9114E K a 7/6- HMEIE O CaNCR. NO EMIBEDYENT INTO ANT RASH MATERIAL MATERIAL SMALL SE P[RM/RED. 1/4. 0-20 $3 SIDENIALX BOLTS USED SHALL K LONG ENOLGH(SHOOD ANY FLASH ►UMN. EDOST) TO ENGAGE 3/4' MID ANCHOR& A COAL OR A3) F CASE THATNCH PRECAST SHAL STONE. PRECAST HCONCRETEMPANELS. OR PAVERS BE FOUND ON THE PANELS. FLOOR. ANCHORS lNIALL K LONG ENOUGH ro MACH THE MAN STRUCTURE KH11N0 SUCH PANELS. ANCIIORAOE SHALL .......... `�: • vCEM�.'';� BE AS MOMNED N At) AND N A2). : No.44167 (B) mm CONCRETE BLOC IMAM, - ,/4- 6 TAPWN ANCHORS AS M WACRURN BY I.T.W. BUILDEX. INC. DE FLORIDA BUILDING COh YNWD Nurt10ano Zo - 1/4' 0 X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (rnt-16ao p...L) Fr�r VMA tM•' W' ZQ OAK BKVAN D STEEL VONPANEL rA• Q'•.. - 114-10 PANROEIMTE FEMALE ID AND PANELWITE PLUS ANCHOR$. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS (rw-2071 p.N.L)�o •, #1 s1MWN 6Yi R/99/FN9 UC IL ECOMTBB. PROTECTION PRODUCTS, AK: �- 4M 9PL N ,1Mlf .W a. • M A.1M NMm MNKAW-mg. pia.''6W Ism -cm 20-176 �0RI M�INN.-am--ew PL KK/lWMTIIW/oM2 a4-a00I71. . ,IIA1i 1� w tII10 A_ 61N1 n a K PANE 1_INTO POURED CONCRETE OR CONCRETE BLOCK FXff", 4o-We" V F.L18Qd ... 1 N { as y , 1/1 1• LLS((1 y I YAR I i7MM,W4���M 1 I yL, i I 1 { iIMr LTs ' , w T %pA'Im L: ' M"- we M�AIr a D� 1 lWH M46AAXeft,aMum a WN w M AR 4N a0it 7q MA a'M'0 �. SCAE 3/6-11 FLOOR TO CA�E�N�AJ�NyAEA2 mAD�FI,��INiNio INST. V/ ABC 3a47E 3/6.1• fI%ILE I M 0rm0A1101r )ls NfWRoon TO UK6M.MR1OOJM Is r 11 W ton • E WIN 6AM 1 OM TKO a A CNMYAAMION . a Illdi u o OWAMn IN ART W TO PAT q: 9Q [:a . LICK -0.0 Hurricane L � -Cu > 0 U a N O L2 0 O c .CM ca U -v N �- O O cCo O O W 3 � o CIO u.. 0 CD > . s -0 CD_ � c EV :� o N ~ � coM X O C 3 LL C1- 0. M-` ►- • i� (L CID W 11 _ JH w LU (DC_ -6mma ill-Bilif U) =3 ICU Cn CL ca_ (D U O ■ t• V / CIO L m LU = Q z Z Q J a SHEET NO. S H 1. 2 MAXIMUM A.". Mae W Ow - -ANT it TO ,t -V +e0.0. -7aa 7T OR Lag f •/,r tOLYED • ,•. Y, 3', 11, rW A 31111 +S6O -734 70, OR Len 2 7/r got= • v A ea ' 90.7ED 11/ ,/►6-2W/af.SPANEL MA A WMW A WDWM A 4NE OF PANELLENGTH . a., I Y L.1 I. I ,11• �. ,il it tl . ,•Il ;.�.- • sND1MMl A.DIPer• Mum" MCHM YIOIO n o L 0.. S I/Y » AFRICA= TO a 1H1DN MAXIMUM PANEL I■"N RA (1118.0mum CANON -0 AMELIW[ FOAE O ANIMA NU ILw TO C•k1ERcum3wm A camom Tf TO CGIEEIE To t0 caNlaarc 66.Q Ir N/A 12• N/A 12• N/A W N/A 1' A r (TOP) 11• 3'* IV T S' 4' r 4' t' (BOTTOM) 12' J' 12• S" /• 8' 6• r t BOTTOM) ++ N/A N/A N/A N/A N/A N/A 12 1/2' it" 2' (BORON) -7sa r N/A a 1/2- N/A 4 1/2" N/A 4 1/2• N/A 3• (TOP) 70' OR LESS Ir N/A 12• N/A 0 1/2• N/A 9 1/2 N/A 3• (BOTTOM) 12• N/A 12' N/A 12• N/A 12' I N/A 4' (TOP) 12• 6• TV 9 1/2• 12' it' 12' It- 4' (BOTTOM) • UMR , TO OLD Pat. A.E.O. OEM PRESSURE RATING. AIR •ART ED Fa MCHM TYPE A SPACING IN own4m I{ INTO wm RNE NEsm NAAM ANCHOR M COM MD M/6MM ODIIE DMYMCE AM PWXW ON THIS Sp■Illt. POP LO un TRAM mocom ON SOEOME REDUCE ARDOR SPMM M ALTIRWIG VACNO •LOAN W SCHEDULE INTIE FOLLOWING FACTORS. FOR ■ TOM OPERATION TO BE PORL KMM YACMI MMM UNG FACTORY AN K LOB 71001 NNAM SPACING WI M(p IN CAN A C OR TK A MCHM UDOc A110OTHIS 1/4Tl t 4*. 1/4%_ WYt-w 1NWW1 _-1/4 Mw Now We=* w 3 a 3 3 ,N VON OI." w (RAM`) oWWlb 6.6 w 3 3 3 a 3 3 1/11 a ,/a 4 NRR u WR Gomm f6INa I lIr- - a 1 - - - E.- pal Im 1 + REOURE9 M.E. OWN= IUWRN ATOM OF PANEL I AND 0 TO BE: 1/2' ,n Mo. 1 ++ RMUM Me 0•TAI[NCE sm 60RDY or ► Sim AND 0 TO W.3/1r 3/te 6L, M.A. NSTALLATION RETAILS FOR SERIES 2EE0 II( 1000 INTO EXISTING WOOD STRUCTURES -' 1/4'0 LAG loom • 4. O.C. N/ E-Z HANG STORM PANEL n 4Y LAC SCMM • /' D.C. W/ 1/2• MH. THREADED PD m"m ro EX6104 WOOD WACO. (,n WI. 2•0• NOW NEADOI INUAMD 1n• ,AM. ►DLiMTgN MT a W EDGE EDGE = mE k'%151N10 W000 NFAODt.m � Cyn• �la.l' SAI.S. END or 0 IIA. Do or $ 1 (SR OVAL 1/24 A .1 . _). 1//t f-20V MASS tAe AT W/ 7A ha/af 1/r Men 11wMAp[0 IpIV1N110N TO �WIN6 ■W! HEROIN or limm WCpp FR�pp� It Nun LOP ,IAICt MI)DWOrN OF EVERY 4 C.*tY,• BALL FA 00 Or RWSLED }I � Y2qqJJ// Apr 2lPAATIW 10 O GLASS. OVERLAP C ! , 4i-ILIA •• TO 7 a:• J� 4! e PLUS III y � HOD[ ,A \ 7///9 IN. I AI DED B0OW) P[NEIRATIOIN 17 1/Y O.G �\ � I 1/a TAG SLTDY6 • I' O.C. W/ (9 YM' POML1130pU I o�o �LArc HtEOLIwm Of "P A7L :T aor aY Fu Est aN ECOE ! 1�-10 PANLAArc PLUIS W/ 7 M.n 19,E1MTgN • ,2 • ,mG Mln. WMYN• /o7om as m �2"W ON SCALE ,/4'-1' ALTERNArnE 4 '1M SCALE 1/4•.1- 1 \ 1. O 1. UP TO 11T10N6 ARE 3 A V AND *d WWONGT WITH O W 10". LG1D3 LX ro .96.0E -7e.3 P.t A,D PANEL'S LEMUGTH, to ro 6•-to•. $ '_ 2. PFID ile. PLDA F7 COHSISPECOIC �ITY OF:D1 MEOR MBERS ro 6E fWlIEIIH i �AR T7p� U¢ •SOP ■4L A6 PMIEI (M 00NAIC q S}R4CR9 ® OR® AT�•OnOLN,LT TOP 06 OM ■EGAD EERIER 1 IITm OR 2000 ELWO NETWIOON ME aN 9WV 2T AIEDLaWD VIOL ea NnISNAIDN NIF ,WLmA AL7ffiIAiIV[ BOP NRIOEER YBlow Mi TOP • BMW HOUN1N06 CAN at COMMAND IN ANY PATTO svI AY ,NVALImm tXIA61 1/r . 1' NOR : SHUTT01 Ifthm Nor RNNN FOR CLARIFY 7�/edWl(��• _ 7 �1 L NUR NOR IA eDOW) r. LAG SOKNS • r C.C. W/ 1/2' MMT,IHWA,DTD PEWMTXN - W. 2'"4• WDOC PLATE RCOUEED FLAT 4Y LAD 9EIEWS • r O.0 W/ tn• On. DINADID PDEIMTO. LNG" O WOOD HEADER. -_e , O.0 (a - /,Mt• Sal. DUAL 1/2. A HEADER REQURED 2 7n• Fan r.l 4Y-SOJ/4;,?to A W/ 71V.V 3' ce„L Nur N{ .C. 1/410 LAG SCNM • a i al PENFTRAIGN WW OPLAN UK ALTERNATIVE VW SCALE 1/4'.1• FLORIDA BUILDING CODE (FRGh VaNNRv NuMeen• Man•1 .iN91a ad ■aa Mrs smow k i , Niaa6 wHu Yfte fL (C) TO XWMl0 WOW 1 SPECIFIC GRAVITY C . 655 NN L 1. STORM PANEL SHOWN ON THIS PRODUCT EVA,LN71E1 DOCUMENT (P.E.D.) HAS BEEN VIEWED FOR COMPLANM II ACCORDANCE - 1/4"0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.w. SURM. NC WITH THE 2020 (7I, EDITION) OF THE FLORIDA BUILDIN. CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT NIGH - /14-10 PANEMATE FEMALE O AND PAAIOl,NYE PLUS ANEMIAS. AS MANUFACTURED UT ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (RAM MI -CAGE / INGAPARO OOUNTES). - 1/4•0 LAG SCREWS PER M.D.S. DESIGN WAND LO4O11 SHALL R OC VX" AS PER SECTION 1600 OF THE ABOVE MENTIONED CODE. FOR A BASIC WHO - 7/16'0 a 5/0' WOOD BUS". AS DISTRIBUTED BY ALL POINT SCREW. DOLT A SPECIALTY CO. SPEED AS REQUIRED BY THE Jll OMCT10N WHERE STORM PANEL. WILL BE INSTALIED. AND FOR A DRCCTIO4kM FACTOR KD-0.63, USING ASCII. 7-16 AND SHALL NO fXCEEO THE %AXWUM M-D.) DESIGN PRESSURE RATINGS INGCATM ON SHEETS CA) MINIMUM IWADED PENETRATION INTO WOW OF TAPCON ANCHORS SALL BE t 1/2- AND 2- FOR ELCO IAKLM419 PLUS 3. 9 THRU 12 A 17. 16. AND PANFIWLE FEMALE ID. IN ORDER TO VERIRY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS OE1EM11NE0 PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O. OE81011 PRESSURE RATIG BY MULTIPLYING THEM BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (A.S.O,) C.2) W*AN THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 A 17. 1& PENETRATIONINTO STUCCO SMALL K CONERED AS PAR OF THE REWIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.C.D. AS VESTED WERE NOT OVER S1AMM, A 33R INCREASE IN 41.0110NE STRM FOR WM LORDS WAS p■ USED IN THEW ANALYSIS. FASTENERS SPACwO TO WOOD HAS BEEN DETERMINED IN C.3) NMMUM EDGE OKTANCE OF LAC WRM. INTO WOOD SHALL BE AS INGCIUED M1 THIS OMWNIO ACCORDANCE WITH N.D.S. 2019. STORM PANEL'S ADEOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN NVOIFI D N ACCORDANCE WITH SECTION ISM.1.2 OF CA) MINIMUM PEIEIfA OF A000 BUSHING SHALL BE 6/e•. 1/4' 0-20 SCREWS USED SMALL K 1 t/x- LONG MMMM THE ABOVE MENTIONED CODE AS PER AMEeGAN TEST LAB OF SOUTH FLORIDA WORM POs/4.01-01 AND /0219.02-09, AS SHOULD STUCCO DRST, AND I• MDAIMUM FOR WALLS WITH RO STUCCO, PER SSTD 12-99 A ASW E 330-02 S7A01010S. AND AIERICAN TESTING LAB SOUTH FLORIDA REPORT 01123,01-10 As PER TAS-201 ANDTAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ION OF THE C.6) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIOA BUILDING CODE. WALL ANCHORS SMALL SE LONG ENOUGH To REACH THE MAIN STRUCTURE IEHND SUCH PANELS. M040PAM 94AL BE AS MENTIONED IN C,1). C.2) A G4) 2. ALL ALUMINUM EXTRLUS,ONS TO a 6063-I6 ALLOY MO TEMPER. (UNLESS OTHERWISE NOTED), SEE 94UR 2 (D) ANCHORS STALL K NSTALLW FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 3, ALL ALWINLM SWEET METAL USED AT CLOSURES SHALL HAVE 310E-H14 ALLOY. 6. PANELS MAY ALSO BE INSTALLED HORCIONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4 4. ALL SM SHEET METAL PANELS SHALL HAVE STRUCTURAL GUALTY STEEL A" A-053 CRUDE 60 MHIMIM, G-60 GALVANIZED 14MM 5) EXCEPT THAT HEADERS® A(D SHIM NOT 6E USED. STEEL DESIGNATION W/FY- 92.2 k•N (WFER ROLLED). 9. IT SHILL BE THE RCSPONSMRM OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE S. ALL SCREWS TO BE STAMM 91M 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Got ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SNARL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAYS DLMDNM S001B W/ SO kM AN YIELD STRENGTH D 90 11.i TENSILE STRENGTH AD SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2a11.3.J.4. 10. EACH REGULAR STEIN PANEL WITH I94ALL OVER LOGE AS PENS I, 2, a, 6, 6 MD ALTERNATIVESCGOW IW, 31Y A 4YT ON READILY TO SECURE a, S, 6 A 7 A[S►ECINELR SHALL HAVEEN A LEGIBLE 1tFA0RY vRRE Ia7Rl1C7NG OWNER M TE7IANT TO WARNING 6. BOLT TO a ASTM A-307 GALVANIZED STEEL. OR A19 304 SERIES STA01lFS5 STEEL 1MH J6 kNd MINIMUM VELD StRENOIN. SECURE PANELS WITH APPLICABIL RF]ICORCF.WEM OLNY04C PEIIIOpS OF HURRICANE wATH•MC M 7. ANCHORS TO WALL SMALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAY INTRUSON. (A) - IN-P TMCON ANCHORS A$ AUAVACTURED BY I.T.W. 9UADEX. INC. (Min. rc-3192 pee.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZON04 REGULATIONS - 1/4• • N 7/6' CALK-NIANCHORS. AS MANUFACTURED BY DEWALT INC. PROVIDED BY THE AMMT04 WHERE PERMIT IS APPLIED TO - 1/4Y . 3/4• SWIG -SET ANCHORS, AS 0H41RNL1TED BY ALL POINT SCREW, BOLT A SPECIALTY CO. 13, (■) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY INS 040MM IS CIDNEW AND DOES NOT PROVIDE INFORMATION!(Mn rc-]000 PEA.) THi - 014 _ 10 PANELI AtE FEMME O A PANELFNTE PLUS ANCHORS, AS IAN FACTURM BY ELCO CONSTRUCTION PRODUCT. ip1 A SITE SPECIFIC PROJECT. i.e. ERE SITE CONDITIONS DEVNR PROM THE D.E.O. - 1/4.0 ZAAC NOUN ANCHORS, As WNUFACIUAM BY OMALT. INC. (I) CONTRACTOR TO 6E R 90a;•LE FOR THE SELECTION. PURCHASE NO 96TALLAT1ON NCLUONG LIFE SA•ETY OF THIS mm= AI) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCREE 91AL BE 1 3/4•, 2• FOR ELDO PANELMAYE AND BASED ON THIS PED. PROVIDED HE/SHE DOES NOT DMEE FROM THE CGNCTONS DETAILED ON THIS DOCUYEM. CONSTRUCTION SAFETY AT SITE IS THE COMRACTCR'S RESPONSIBILITY. 1 3/4- FOR 7AAAC NAILN ANCHORS. (c) THIS PRODUCT EVN,URTION DOCUMENT WILL K CONSIDERED NVAJD r MODIFIED. A.2) CALK -IN A SOLID -SET ANCHORS SHALL BE ONEDOM 7/6' INTO THE POURED L'ONCWN. MO EMBEDMENT INTO STUCCO SMALL BE ADMITTED. ITTED. 1/4. 0-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. (it) SITE SPECIFIC PROJECT SMALL BE PREPARED BY A FLORIDA REGSTERED ENGOEER OR ARCNRECI WHOM WILL BECOME THE AND 1' MNIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R.) MR THE PROJECT AND WHO WELL BE RSBL ESPONE FOR THE BUT WITH WIG NUT. PROPER USE OF THE P.E.D. CNMNM OF RECORD. ACING AS A DELEGATED ENGINEER TO THE P.E.D. (NOWEER, SHALL SUBMIT TO THIN LATTER THE WE SPEAK DMNNQS FOR RENEW. A3) N CASE THAT PRECAST SCONE. PRECAST CONCI EM PANELS, PAVE". STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL ON FLOOR. ANCHORS SHALL BE LOW. ENOUGH TO REACH THE MAN STRUCnw BEHIND SUCH PANELS. (■) TES P.E.D. SHALL BEM THE LATE AND ORIGINAL SEA AND SICHATURE OF THE PROFESSIONAL ANCHORAGE SMALL BE AS MENTIONED At At) AND N A2). DRINKER OF RECORD THAT PREPARED R. (a) IQ�^ P 1 ASTL c-9O: 14. SHUTTER WMWACIUMMS LABEL SHWl BE LOCAIM ON A READILY VISIBLE LOCATION AT STORM -�(Q(N�FTF - 1N' • TA OON ANCHORS AS MANUFACTURED BY 1. 7. W. BURDEX. INC. PANEL SHUTTER N ACCORDANCE WITH SECTION 1700.9.2 OF FLORIDA BUILDING CODE ONE LIBEL ItHALL BE PLACED EVERY OPENING. LAOMM TO COMPLY WITH SECTION 17M 9.3 OF TM - 1/4' N . 7/6• CALK -IN ANCHORS. AS MWAD'ACFURED BY OEwALT, NC, FLORI A BUILDING CODE, - 1/4'I X 3/4' SOLD -SET ANCHORS, AS DNS7R•UTM BY ALL PONT SCRION. BOLT A SPECIALTY CO. - 014-10 PMEL AIE FEMALE ND AND PANEWATE PLUS ANCHORS, AS "AFACTRED BY ELCO CONSTRUC710N IIIIN - 1/4• A ZAMAC MN.IN ANCHORS. AS MANUFACTURED BY DENALI. INC SiLA A, Tl<</T a. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PNLEWATES AND ZA AC NNUM ANCHOR, ProjTHECEN' :r� FLORIDA BUNDINO CODE Non h WIOGIt Nwrlcem 7.onABLOCK UNIT SMALL a 1 1/4•. ,E,�9.2) CA K-IN A SOLO -SET ANCHORS SHHALL BE EMBEDDED 7/r I TO THE CONCRETE BLOCK UNIT. NIItp44 7 }'I'I'Awta' "� 24 CAGE GALVANIZED STEEL STORY PANEL �W.STUCCO SAIL BE PEA ITTEO 1/4' 0-20 SCREEWS USED SHALL BE 1 1/2- LONG MI IRA M SHOST. * __AD ,• Y11NWL1 rt)R WALLS tY1TH RO STUCCO. STATEGLOBAL PROTECTKNI PRODUCm LLC."F"B.3) arK R'3mEJLISTNO IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOA DS BE'COIL '-� _ - ,wI Er ,a aw WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE WAIN STRUCTURE BEW40 SUC�\ w�:. 9q�N,-, , L��WI.HM rrlaa pN)r_1W, r4I l9N)EM/-"n 20-175 ANCHORAGE BALL K AS MENTIONED IN 91) MO IN 0.2). PONAL HYt-omF�iii HwwR IN. N N its P'C "'L"A Atimack W!R }„ PL LINNET , or is, N Cn Cu a U N O Q O Ca U Cn t- 0 c O Q 0 W 3 O Cu L.L. .c E 0 Q� O L F- IC io ._ cn Q Q COMPONENTS FOR REGULAR LFE CAFETY & E-Z HANG STORM PANEL SYSTEMS "Let 2/, i/4, 3/4F a/b, /7 t e/b INSTALLATION DETAILS FOR REGULAR PANEL C1� t w/6. 2w/B, 3W t 4w/7 (SCALE ,n.1� PANELS INSTALLATION INTO POURED CDNGRETE. CONCRETE BLOCK k woDD (t) mown (SR 0C11EDULZ On INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I-�. IY SATs 9. 10 b1) --._IEEE -._--- -----,"�• r"A'L,,-I (TOTAL. rFDTH} 1- 'N a • 12 ot. /y o e _ _e 1/4• (T'R.) -E j r7abo' 7 r )pp .,m•.:, .,x6',j -- ''4'='o/x•'tNT T ROiiOY MAM 12 OR(l) • �n cT E,ILI(YTED A`IS TwL(, t �] ___ _ / _ -- (MA' Rvir O) MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH � $ , or r T -) - r- r r � - � (m smE A t ON � (SEE SOE ANEIO N EAtM Etm• o' o' ..1 gNC1ER BLOCW CONCRETE ROLL CON ,iLE,FD D.M..2 3 4.-r-r�--T-r-rT -r r-r-�-r-r-I-T-r-rT- f L •Ea„HRD. � w[ouwm. _ /� . M1 r,, p..., ..y p•.-, I : - \ 1 (. o ® ® I SECT 9 THROUGH 10) .-M 7 t SHEETS o nMG H 10) --1 L) CONCRETE Ut EXI !'.0 - - - -,� 3.J75'.. ' • - RED "L+' OR MOONdatftA WgOD PAL+" OR `CONCETEtA WOOD ' 1/.. CONCRIE 11 , 4Tr»N+rN rrrN N . l_ L J -_ (sEE tIEEDMLE 1RN J - _.____.---- -_ J 1/4' I '`__.W • • 1N' Oa N J .. R.F.) ♦ IN -) (F+• V) I+ _ _ I t s A MAXIMUM A.&D. MAXIMUM A.&D. / j 1/2• 1/2 T DESIGN W r t 1.671• ♦ 1 S PRa6tRE RA1t16 M1:YAlLAYONf t PREfiUIRE RA1N0 IISTAW11IONf 1 .._ _. -_ ___ - f -_.-- ._- _ T. /.. -_ F .__-______�_.1 AM N63 TYP. 2.aoD• i ! .064'- t / / WILL CONCRETE ANCHORS O W �. 6 - r--� �- ( u L_ ' u (r - - -- - [b I E.D. (SEE nTs 9 scleew W.- EDGE o IEEE. IIRMpE Ip R•IMM '�• I I M• _ �y� 6-BO OAK JII .._._.1 l-- -_OM' l.-1.500'-= .tx0 1 Jac Nt'-0' IY-0' IO 1 Id-4' IT-0• - � 1 I � ) ♦'l ---------------- -- �7s• (rrP.) STORY PANEL - --�- 1 ) fs6 rr-0 n' I fao rf-lo le=r - - J - - - - - % // I % 1 i O X aso PANELS _ BE AUNNYS Jac t Jso - DETAIL A- 2ooD - _ . r I I� 'r _ 1 OA T_. /�,PEI40 MF At 00 aroiElT��PANIr EL O W N' HEADER O M�_�,I( O4 ANLiLE 1MITN STUD 4w D to, • r 4 4ao iso rr-e• r-E' `tom �[' j�� CrcE �secna�+sT Aws � i E�Iv+ERw � � � -� , / - / T w wtwFAB� I 1 E.D. � � 410 I-r 6-r !f I I I __ �� I ICE Na JI � /� t .W a PANEL o.oxa- (MA•) !a6 r'-r• s•-4• sa6 o•-r r-,f• _ _ .. _ .+ _'.,/M1 _. `,_ ;'� _. -. .. .,• _. 1 _ 1 I _.�.._ -1 _ TO CLASS. ( aE _7 ro Arc 11 A WIFL3U1•LP N_.T . --SAO ,. .v / / / ---.. _. _. _.. `/ C [..( I _.._.-----_..) (N sEEDLAE I oN SMT:ET 3) 1 - 7�1 ,; 1 L/ l f OAL,MPIQEO 51EEL __ -._ / _.. EX (SEE DEHAIRE 4 _ uH1wN aVr 7.4') 1• Mr. 9 (!� lCNSDWE `- NOR, pat I SEE SHEET 3) .373• no 6'-J' r-7• IRO e'-O• r-s• CUSS LIH sNF[T » L PANES LENGTH 6 ( LENGTHPANEL .gt�TION ' SEE SCHvGUu ( - �1 Y M/ AD111wD mut PAI4 t PAWL Ao.o6' _ -r. •'0.IM I -o' Y-4' a" 7•-.r 7•-f CONCRETE A CHORE _ �• - I - - - yVMM (SEE SOIEDUL)L ( SCEOtAE r- _-.-- - . Dais o xw•p O.M.. 30. ISO_, EXEC SCHEDULE ON T ON 4MF[i » - aM sHEEr 3) e.Nf26 (- - . - -- - - - - - - - -- - - - - - 9MElTs I YIIROIOH 1 1 e __ .- - I ':..V� --- ----1 _.._ fn +-• , -' 1..__ -J 'll �'�' •.t7D• Tao r-I• r-o- uo 7•-6• s'-Ir• � ' r • p TSO ra' I'-Ir 7J.e r-t• 04• - - - % o 0 0 y .. -- .2a0' t 407' N.{xS• �t.-__. L-' MO.O r-f• r-r IRO T-0• I•-,6• ®Or® IMx J• NA( ' y j Of 7• i lJ j "t i U• - 1 •� J A' 2.901' _ j r' - of -re7r• I' YIN, __. ._ 1• MIN /f /! , MIX. I SW GAEB 1 AISOMETRIC 1Ja i r . ieL .Da ® MO I o o po r a-ro _ - AlenoR9 (SEE uwnuLE ON 1IYErs 9. tD AlW//6, /R3/4. 2W/6. 3W�7bt w� Fr Wr. XrH'/. oG f ; I /� r - x xeG _.- Y MCIYEQ VIEW DETAIL A I _ 1- _ - _. F1Pn 2 4 411 / / . • /J ED. ao soLn i % 4%y/i I NOUN= COUP • ENDS OF PANEL'S •37 _._-»Y. �1- W • C Q .12EF.D.' (_.0 1 I I E.)). END W W/ HHOIIHD EOOE. 6xS" CIAO I•-S a'-rl' rG0.0 I'J' a'-r , I i E, I (HIRE) a7a M or PA# REGULAR STORM PANEL n ELEVATION E I/2 (._ _. _ . H / c N (^- raaD ra r-I rmo I'-J a + 1BIR a waH1r 1 f a1 Der So KEY HOLE WASHER i 1 --, .750' lNl OIE6M -1 W1aE IIXLfl7 N,i.s. '/r7 0/iP COIwSE7E BIOCIIj / I CONCRETE L - I - 2' tN0.0 - a'-r IF0.0 - D•-H• 2.�' CO/IG,EIE GI I I • 1 C I App,)G,a�� 1 a 750 13 KEY NOLE AT PANEL _ _ s I TH� aNmn >a ao,93 a 1-- �. 3 .07x• (T*.) , J,os-Nl sa ALUM. ALDY O - rrao f'-I• rrao 4•-ro• t- `p --t---cli- ,/r_ MA W/ mix 6EaMm. _..__. __.-1_.__-f (SscIFEDULE aN .. _.---� �i _ ) SIX tNRT 0 FOR ATIOIIIOIIL IB.e - a' -a• IPAN - r-e' , • o - • • u im / TH6aLFDN lol > y 1 +' 2.124' j .7■•, Ina- UWTAYON r SEEV[ U)WM B 1 i'. 7-7 /ATURATE ' 1. YkLC�ALYiL wIO+ 9DLD 11. _ •� olv WLD f011 IIOWAIOINt MO 1/4' _...LEE LOCATXM ASh` N NKYHORS W _ L. 37e R ! (7w.) YDDD srRIFLTUaEa. MINIMUM SEPARATION TO MM SCHEDULE rA c. av - ML tl� A w/ WHEN 014 ODNCFtmEXISTING mBBLOdICDNCRk'E a _ CZ C oMAN. LEMM W L.. SECT N A-ANI -- } IL /N�Ts AICHOIswa6NDI1nE eL6GX REou6Ro. AN�HORs AE USED. < ' S () }F MAXMUM WwD t7Ptm c 17o Inph wNo 61•RD > T7D nP•h �Q 1 1 / ALTERNATE COMM"F_ 1WlIgED CONCRETE '■ IIEWI�• 1j U Q 2. K 4ar' IMDIEEI �/ MEET 9 Two" 10) s j ---- f.OWw __ 2,OW j 37Ep• face 9EEWNE ON ' ) L I..Hs' 30 OB Las t• 1' I' 6 1/4' (ICI) REBIANow LWRMTWMM Rf4 WARM 7�E " .125• ) _ONOAS&ODM `LOAD,S�EETS�6 71�IpOLANGL ID) _ •'= '�/ L ,.oBo r '). 1760' a6Q' I D") ICI': ILA SPARLL0101N1 MR �O EN NEGATIVE A OWN LOW. > O $�. WN' HEADER © •U• HEADER (, ) ( - >33 row t' /' 7 1/2• 7 t/2• (.?) IRIOCFOIRIE ro aTEM•E MAXIMUM IINFl LAI6TIL -_----.._...t' NN. to S' Yw.-_._._ _--: - GNEN A POSITIVE ASD. D6MN LAW, DEIDOM MAMW P*Ja LENGTH %+' FROM SCHEIWRE. __1 • '"---2.000---'-'� a,O TO ,4S i' ,• 7 1/2• ) 1/2- GAIN A NGAHVE ASD. OESwY IDO, OEFEM6NE MANYIM PAPAL LENGTH - PMU SCHEDULE. ®tl CFYR * o •�, r - OVAL IAtOMNN AMD•PME MFQ 1D161N B EOIAL TO M rBY{BL OVOaILED IWR LDGM am Ry/�y amIAY ��AI�� ka�NM�e. >t40 A 110 1' t• ) 1/x' aVWS01 L+, MD %- . Lul 1 11 W.IW TRACK Q PANEL HAND (3) sEE flGHmuLe enor .a YN PAIa Le7GLN n711 PDILOBFn a1wrXJLroN .374' .000• .304• III- ALLOY A"� A. rl(� (I i f e WIDENG1lE J/B"1 STILE a t• Stilt J N7 r- � •�tG••••••••••./%' E 2 NANO STORM P/NEt ••TNLAIOI• NIO W000 Ali LIMITED 10 4 b p.41. VAX A.S.D.ADESIGN PIIE911111E MINE 7J,.. AIN .�_ -., J3�• ,OBp• 3a' vCEN,�p'• (' sW'SL7iY> oBJ•-TS AUY. ALLOY 1.5"Xis• 10 A I MR YN. A6D. DE71W WADE A PALL nwa LVGnNs mR R A. i/ j HWAD 61R _ . MEN. DMECT T' •U• Y' Y TRACK SPIDER •USED. -,....,.. J I ) YOHaIr HEADER HEADER TRACK w�aDE Q� ; !" t.at• 2�.1 T p * t.txs• 1pNew` ND. 44187 FLORIDA WADING CODE Non A VNoa NMM6on• zone)BOTTOM S � FLORIDA BUILDING CODE Hen h Velocity Nwrlwnl Zoned •>�:'• CEN FLORIDA WADING CODE Non h VNee NYrrtaan• Zon• L I ,. 123' �. 'tr, t ® �.7 _L • STATE Of •6mD ,aHaeaL .e F.P.- Dow LOLRrt N' Jx• JY Ja• eB' 60 sD' Orr 1LFSw Wc. rf. mI aGO/. .Ie. .A. 4 - 2� GAGE GALVANIZED s(F21 sroRY PILPIEI D AIWA 6 3 � : 4416) z1 6AOE cALVANLUD STEEL s(olw PANEL �,I W. DYp•) �-- �- -- Lt IR sEDtloxs -- - _ 1l1 $ '• R 9T r/W/Aws • IA1U.6 END MOLE Ss' sx' 3Y 32' sY SI 3B' * FSTATE 2t OAOE OALVANILED STEEL STORY PANEL ' * c; rMNH9e NQTE FOR C.nNMYAYION OF -MOM: # : IL E C O PROTECTION PRODUCTS. LLC. aaR s 'r TRAIX s6 a 32 ax aw eo $ATE OF 1L E C O L»e. AL PROTECTION PRODUCTS. LLC,,MIL E.D. EDGEE DWANCx 1L ECO1»e PROTECTION PRODUCTS. LLC. 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War 3 or is CONCRETE 9 TNDUON ON SHUT 0 CONCRETE 1 10 sc OR I SHEETS 9 THROUGH t0) ". ..-E.D.-- RO CEILING AM W" MUNTING SCALE 3/0-1- INSTALLATION DETAILS FOR REGULAR PANEL CID INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES WM CONCRETE AI CNT L '-�9EE SCHEDULE ON COM E7ESroH0 HUED CWL.-_ DWM POURED Comomm sM1EETs 0 THROUGH 10) OR CONCRETE ROCK OR eoncit 7C ROCK MOUM. IROWEO. IENArc LEG LOGi1G1 CONCI[TE ANCAHDRS (SEE sEE01R,E ON•,.. MEETS / M.: r • N"`-- 'NEVI• Hp{ W.GI IGW IAII• CONGER[ ANC110115 aNr�• OuL Ma ■/ All MAIL --r"----j (SEE SCHEDULE aN--- ' SELECTS B Y,IROUIH 10) j } - , Y•-aa.,' -� � I 1 Eb. '-W,1�• S,{la NIEI/O •/rOUAF i / PANEL LOOFA LD. - 1 I mon, (SEE SOCOULE ON SWEET ' +MIfA 1 O SFPAMTO I O Ft'gE,Ep( o i -•y1 SS. 1(=E SCHEDULE I EETS ,aNtti-SI.,• A INTALL I,a 7-0 v UAL I0 CLASS. _.;1 (SEE SCHEDULE ON - ,M/a•r�..AII•p N�O•BAfv 1 W SHEV 3) • 100 Ep . _..._) SCHEDULE HEH 1.. ..•� -..-, -- - 1 w,'r r•eI ! PANEL E�NB'DL 1 --.lR-:-:::-. 61EFr 1wVwM ow . ON Now 3) 1 OF 1' / IAX, I E . L CONCRETE ANCHORS (SEE SCT[DuLE ON OF WALL OR SIAI SHETS E0 THROUGH 10) WE (AT. CONDITION) Aryl. 1 1 VAX.�--LlIWTH f / I X. -1 -__..I [. r or I I j 14 M CONCRETE ANGIGIS L (SEE SCHEDULE ON SHEETS 9 1MOL0I IOC �_IO)2 1/r LONG MAIL ALUMINUM \./ SPACERS • • 1/4' QC. ARID MR KR[TEI OVED BLOCK EXISTING POLO® GONCRm._� CONCRETEALL D 6 N 911!!T D PANEL O. COPIED. BLOCK1• VAX LAND ALUMINUM SPACERS • 12 1n' O.C. (Bs[ TAKE 01 ON Sam 9 A 10.) SCALE 3/0-1- -1--�ilT- SEPARATION TO CLASS. �3) `ON SECT SEF 3) GD ANCHORS I SCHEDULE ON HIT 11) ...0 WOOD ANCHORS 1/4' (SEE SO4DAI ON MAIL SHEET 11) J WOODOLWXD E$DER_. 1 1. PANEL. LENGTH (SEE SCHMULE ON SHEET 3) nH-aI„• IAl�iwax R ) E7 a so9 1 ... - � M 'L' I EO MAX. I F- j C� • 12 1/2. O.C. I I 1 V 2'WOOD ' IN' I II PLATE ANCFIORS sTAAGZlm W/ STUD { I ( I (sEE SCHEDULE ON I +I &CET 7I) -A ✓\;._ � y Mom SCALE 3/6-1• 7kIN3a: LIDp' MIN.e As @WAWA 110 OM N W= 0•IeRMW 1'N01HFalAGI M 1 (1) MANNA AM » PrAMOM Mma ■ Ha -N pt. (a) UNWO B»1W PMO UD»N • Go m m �'AWOW FWYE COL (H 1, a A. 70ra FY6WMR am L»I-o/. ---'---'I I SEPAMMIN TO GLASS. 1 O N SEEM 1 70 v M. PANEL LENGTH (a" WKD" Ow I SPAM o 11161 YNL. L/ I COL.. t• AIL. LONG MLfA1RM S. IZ ,n' OC70.C. (SEE TAR[ /1 ON 91[ET II.) SCLERA SEE NOT[ '• FOR LMM7AIONS TOR 1 1/2- LONG SLEEVES. I I I � i, (DE ON SHEET S) , I I( _PANEL. A m FEMME O OR PANEL WTE -'__dii'_.- ) - \, PLUS (SCE SCHICAU ON SHEET 11) win. I )l11� I _- SEPARATION I WOOD 70 SEE =-. 1 � PLATE REOUINED A ON SHEET 3) i �tJ ! DIRECT MOUNT W/ SPACER NN * ALTERNATIVE 2MN i WALE 3/6-1• u SEE TABLE it ON SHEET II MR MAX. PANEL LENOTIIS A ♦ i I/ • 12 i/2' O.C. MAX. A D DESGN LOADS FOR YHIS INSTALLATION. I I I I � !� y WOW ANCHORS If - sTAOCpRD W/ STUD ' '; jl )� (w SCHEDULE ON j 1 I SLEET 11) 1 i RRMUIRM MOUNT� ALTERNATIVE 2W SCALE 3/6-1• OW= M WIT 0E I t/r LOW R (1) MRCAARN w IN= IV A 01E Sto1W "=" am I--r Mo INp/ RDOF KBaf • A IES111AT•N nlwl Off P Z" 1oeHI r 9•IOEIEp a 1MRO 11 G) newm am TRIO COMPONENT M #we WEE pay" O ON FW16. MAR •7 SII - ICI NREO MAMA A 9 T Q PL'MIIA0110R WWII it 1 ff' OL K/O• AUOIIlO OI (3) MAL N oa[ MILL LDWN w UN® 10 W M AW I•w• A A a/ACIeW FMO ARNI PAIR LDI»N A m= W DOT ,11 (N XLOW WAM G9 M M SAIL DEN I•rAlm DM L NsrAAAgr a 1 1/r Le1G 1pD01 M a IlE MEN MR AMR allow 1. It AD 3 N ODOUR N mm E•A� m� AM M no IN, CONDN, O WE no AA INSTALLATION DETAILS FOR REGULAR PANEL C1i INTO WOOD :GIN(W".I EIaBTNG ! ;!� 1E LED .- iT / V , 1�01ARED ADEQUACY OF EXISTING 11000 BEAM TO ■ CERTHTED EFT REGISTERED ENGNEER OR R j,,.-� , r ARCHITECT PRIOR TD SNURER IISTALLATON. i ANCHORS A -r. SCNEDILE ON ALTERNATE WOOD (BEE SCHEDULE ON ,• MM. r , a41' Mw OIe,TK t} Jhr SLIIDp 1SN Swww a ,- �J SWEET 11) 9EYT 11) } '- In• / j '112Ir U. 1FA N/ •M MAX. W0001IEADER y t/2- ---�-- _-, E705IIIlG� O-� I REOLa.1 111 / ' T_. - i. s/�La Np. •OA � NqP• 9 I/r RG WOOD ANCORS -__. 2 ; (SEE SEE0IAE ON IRA i i EPMATI((O N 1 SEE1 ati00LiHB' I ION SHEET 3) 1 _ F I.. A. .-...7r�.� #l. -- CAM AIc ' Mln. SEPARATION TO CLASS. (SEE BEE01Af W EIEET ]L) Iu Qb'N S/). IOGH pa 7�7--`-, (BEfiff PANEL fi-n Y' E d61N BELLES\,If SCHEDULE 01 IS11 «AW ; , _ _. \f---l�i., "`_. �- -- PANEL LENGTH SCHEDULE Iw9�IBa11rL1,WW17-/7 `01/ 91EEf J) � ON sNm ]) _'.. OF V 1 4 ®: , MAX x 0 12 / I ED � ��• ! ,D 1 I I- -_ I IYCELL• i F I ED 4 Ile at �1" -- • WWO°D OMREn 2•,4• WOOD _I .1__I W000 ANCHHp15. .. .__. - REOINIED ANCHOPS ✓1 iI NIL _. 7E 0E SCHEDULE ON (SEE SCHEDULE ON_ SHEET N) SMEET 11) -2' RAM.__--. ALTERNAINE SW SCALE 3/5-1• �e��� FAIN A, Tj�r44// SMILE 3/8-1' �1yR EN L NOTc FOR cOMdNATIaw OF uc,tnNS: t. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. Top k BOTTOM MOUNTNNGs CAN BE DES" PRESSURE RATING (p.A,1 AND PANEL LENGINS SUIT NO. 4416? tL SLUE � � 9''• FLORIDA r0°P x10'c` Frc 2{ WILDING (ODE Non Ifth Voloolly Hurricane GAGE QAlVA1NZED STEEL STILLY CRIED Zeno TA ,■r•N sr: COYBWED IN ANY WAY TO ANY AS PER SCHEDULES ON SHEET INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD �'' !tEQ MAUL PRODUCTS, LLC. MEMBERS TO BUTHERN E SOPINE No 2, W/ SPECIFIC BER /ANAL E -� 1 L E C 0.... PROTECTION ar AN. 11 low NSc DENSITY OF 0.55 OR EQUAL- ANNIIIHMHN F. •,m w M, plRIFai .' te�A-wI NONE: lle.)Y7Wyn., NMApB.Ir►oN 20-175 awlo INN Pt rN/•aMAME/MR �W PL OW um. r r� NNW 7 OF ------------- cn4w.I./ CC U) CIA. Q. Q QD U 0 CLL U ■ '� Y ) CIO LLJ a Z Z Q I..L SHEET NO. SH 1.3� �I■YI�WIIU�!lill�kl;�rlLll. ,Jl .l r, . A I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL M SYSTEMS F .1-OR 1 Ppqaa�� ZZ eo"_I* ALL& oart. ISO �V Maio~ 1 3/4• _..1 2 tn' 1L7J w , OLD" oowaarN, p1[11[[� w00M"IE'oatTbN` wttN OR rN' rooD°0Ne#11E raC,m 1 1 ,/4.. 1 3/1' wPCON 2 t/Y NP411/M nloaR t ,r o.A 1 1 l._� ® 314• ITDoo rWIIE L OR rw wo �t RmIMm i ` vs• tx nw6uc LM Mum F: 2• . AN m, 1 • 2 1 r.r.AN:if.. i + L Mo.,1 AW at0e-N M 6M M Fw I� CgR0t6,N ODIC [iE •• I / 13t• 6DN 14AO[ Y x 4' a ., - % i 1- MI NNW Aul 1EIM D 2.t• W6w iRIA[- l/r i 1CM. f0U-n AiOr 2 ,- _ F _ ALLAA HILL m CAP IN•• f AW Ia,O°-Mtt I ,r OC 4013-n Mla r/AT~ CML M.n. an CASE A (PLAN) CASE B (PLAN_) CASE C (PLAN) CASE D (PLAN) SCALE 1/4•-1• SAME 1/4--1• WALE 1/4•-1" SCALE 1/4--,- SOUD-1111 ON CALK-0 PAMMAWE 1 polRm DDIIdE,Ei tar a /tort[ D NO I.al, ♦ PMRrD �. _. t___ _ O i ORCOM,3)IIrw ow i r�p1M0wnor a r wwDrn Pws(S[ SLOOK 1 1 a 21 a PIoOo MOLL a OP4WN9 fDeolaE w tM1i1S e. �0 p to wE' 910E PRAW: i MN[ Ifw111m I M M11lCJ�w2 to 6 11) jOPDM NAM) tllalrWD 1 1 3/4• Mati ♦ ♦ \ VARIO a '� ,© OR® V `Tl-" wziaMFOE�OW° PMWa m j r IA 1 Iwu Davy tIrt D4 WPEL) I . LO. DISTANCE -T� -- RHO.) ••••_iw „-: Ra rain w J CASE G (PLAN) �1 •�`�!fL1kA rl(�/f SCME 1/4•.t' '`�CEM w •• °G �: " '• VALID FOR DIRECT MOUNT INSTALLATION ONLY t ''. • CYRTIFED PANEL INSTALLATION AT WALLS W/ No. 44167 SURFACE LEM VMIA110NS WIMM 3/4- i1 FLORIDA BUILDING CODE Non Vfbe mutTkane Zone CASE E (PLAN) CASE F (PUN) .9m6 rieDA .O N. 24 DACE GMVAIR2ED STEEL STORM PANEL pYw M, �o� sct1E ,/4'-1 SCALE 1/4•-1• . f[OR10: �� ss/ Pmcrm PRODUCTS, U.C, p IL EC011me. Nil ../ 4M IV. 61 Shelf /7 20-175 61`Iw . A. r aM a,-Nt4 114Ra (4t4)M-7&W NW oM.Jr-sw PC. MEL//etM,YM[/M,F �. lPrfe4 r. 0K1M m. IN 1 t eWn s V n (VAUD ONLY FOR PANEL 1QINSTALLATIOi4S AS PER ALTERNATMM I THRU 4W ON SHEETS 6 A 7) YAI. Aa.D. DESON P1 uE MAXMI M ANCHORS SPACM FOR LO. - AS SHOWN ON DEWS e t 7 APKIIA A TO ! ANr OF THEM WXWjM PANEL LENtf•IN (R.) TAPCON IAO SCREW PNKL3MTE FDAAIE D /ANELNATE PLUS WODO 6USNNC or IF 13• 13' IF r 13• IF 1r 13• Is, Ir (sOnow e 1/2' 6 1/2• 6 1/r 6 lIr a 1/2• f1OP) r-0• - - e 1/4- 12 1/2• 6 1/4• CBOT.•) 0'_ pop) l M ___- mv mossmo IF 13• 13• ,r Ir (IOM -45 on LESS,r ,Y 13• IF a , R or IF a IF r tr ffolPwO 6 In• 4 1/2• a 1/2' 6 1/2• 9 1/2• (MHO - a I/4• 12 1/2' a I/4• Mort.•) >5ro w-P 4 1/2• 4' a I/Y 6 1/2 - CHOP 1. to 1n• 9 lIr tY ,Y 4• 11oP) Ir IF or 13• •'Ir "MM) • SEE TABLE %1 FOR WX A.S.O. DESIGN LOOM A WX PANEL LENGTHS WREN SPACER 5 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 /sv TAn ANCHOR t 1/4•P MNELW ANCHOR t 12 MAX, A.SA. OEM PRESSURERATING 'MINIM ANCHORS SPACING FOR LD. - AS SHOW am DEER 6 t 7 APPl1C161E W tt ANT of THU uAIRRM i1ME1 IDIOM (it) TA/CON LAG SCREW PROCLAIM FRAMED P,rk11MTE PLUS �� mumm IF 13• tr 13• or ISM IF IF IF 13• r IS pD1Tam) 6 lIr 6 1/r a in' 6 1/2' 6 1/2' lTOF) eOR - - e 1/4. 12 ,/Y a t/4 port') r 7 ,n• r e• Los 7 1/2' e' - 3a MOTION) IF IF 13' IF 13• (Son ro-'He A5. -75 ._ 13• 13• ;r ,r it (e0T10M) IF or 13' IF to, W IF IF IF 13• 6 1/4• IS (fw1M a 1/2' 0 1/2• a t/2• 6 1/2- 6 1/2' (10Pl) e //4 la In• a 1/4•TO (mart•) 41/2• r7 1/a• 7 1/1' - (GDP) T-r 5• 5 1/2' r 0' - ar (wRIwI) 13• 12• IF 1r s 1n' Do'9 tY IF tx 1Y 10• (e0110M) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN L(NCS Ar MAX, PANEL LENGTHS WHEN SPACER f5 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON 94EET 6 IMULA A".OE91011 LARD INANBM LJ7NQTN�� 40 PSF OR LESS 6'-6' > 110 PW TO 50 PSF W-2' > 50 PSF TO 60 PSF 5'-10, A MAX. PANEL. LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE,�'�'E 1) OR PANEL MATE PLUS ANCFIORS t W/`H:7'saflFMtft4tiF1L 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL C ) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES pp11SS11NNpO rouMEo 1/4'P TAPCON_Teso PolM CIE mMAIH1 ANCHNOR • f`I).C. P.tS•LLI TEE BMLOCK I � tMl1 M 7•f) - , t ) 1" Ma ' PAIL LEM " (SEE OXMIM Mh !. OR SHEET 12) HLtI. MU MGM ,f • 16 PON M04Rt INK 4. m,CM FOR f4TAUAT41111 UM 9009 FIRMS m,Eewa ItPMM ANION rA0109 AND N/wNA1 SOME DOW= AE OO MM ON THIS 904&AL Not La UM WON 9ORAsm OIL so=" RwILO mom nae.4 or IPLmvm WAGM *ON w 9WHmuu By 11E POLUN" PACmNL FUN INS OPWATION m ME POe1SL RMUM WMCM O9fNlm UM FACIOR fWL tat K MUM Ant THIN IaMAM !ACM FOR EACH ANCHOR TALK 9a DS tnKwai. so" WK Y4•• 13P�1 1 4. MYw mom WFtlW 3 3 •HMI . w Saan.la W 3 3 .PIANaaw OrIRrN sS✓t w a 3 1/3 AXWL 11111111 Immomat 1wLaOM I Mr aM ,m r 1 - - tti i P,OIICHICi eL0o1 NEOIIRLD. , 1ANCHOR140 WALL MOUKTalas SCALE 3/8-1- (BENaNO) 11 wx r PANEL. LENGTH 12)m I ON SHEET I 1 I 1 I 1 , i I r MAXIMUM A.S.0 DESIGN PREZURE RATI (St. -f AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE (VAUD ONLY FOR PANEL 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 t 5) MAX. A3LD. PR°L4.ME RATINGt MANNIM ANIMMORS 11PRCMD FOR III LO PER SCHIJXILE BELOW lot AMMAILE YAOWY l (R•J MAC. Aa.D. P RATING �, MAX& M ARCHON SPACM FOR III E.D. PER SCHUMI E QOW APPUC/Sl I/A,WIM 1� (�) TAPM SOLD -SET R� ?MMC-IMEIN CKIt-N IN" SOLD -SET IDIALK Q �n LIMING -WHIM CMIt-N t � bclip m b b W b ME THEY b b b MOM or THEM +4a, -4e LDS IF IF IF ,r or 13• IF IF ,r IF I ,Y , a,�, ON LM ' -4a +66, -9a IF 13• IF IF IF /r IF IF ,r /r IF 11 , , e-r oR Las u• u• ,r ,r ,r IF r ] - 1r , • ] , x u• 1 eoTTeM ( ) ,r , r ,r ,r ,r ,]• ,r 1r 1r tr ,3 11 , n , feanaA IF IF or IF IF IF IF IF IF 13' IF IF 2 f1OM IF IF or IF IF IF 1r Ir 1Y IF IF 111/2 a (Top) ,r IF 1r IF IF 13' IF 13' IF IF IF IF 2 D10nwn 13, IF 13' 13' IF ,Y IF 13• IF IF IF 1 In 2 (earfmo ,r a ,r /r IF IF +r I ,r ,r a ,r 3 (1" IF IF IF 13• ,r or IF I]• IF IF tr t ,n 3 (tap) 12 1 4 1/2 • 1/4• a t/1^ 2 In 12 1 - - e 1/4" 6 1/4' 3 (SOtlwl) - - a In tI 1n 9 1/4' a I/1• 2 In 12 I/2 - - e 1/4' a ,/4 3 partolw S• r /• r 9• r r r r r r 7 ln' 4 (TDP) r a 1n• a" e• 6• 6 I 5- 7 1n• 0• 6• a• r 4 fmn r - s - r - r - s• - f - ponoW e• - r - Ir - s - e• - r - (ernTOLO u ,r IF w ,r ,3 tY lr 1r ,r tr or (1a7 IF IF IF IF 13 +r lr ,r ,r tY i3• It ,n paP) it 13' 1x IF lr - ,r IF IF - IF IF ,r IF OWM060 13• IF IF IF IF IF IF IF IF IF IF 1 1/2 9 (SOTOIQ _ IF 1Y IF IF 1r IF IF IF IF it 1J- ,r a (TM) IF IF IF 1r IF IF IF 13• IF IF IF t t/: (TOM _ - e 1/4• 6 , 4• a 14• a 1/4 - - - - e 1/4'. a 14• a (eOTT.•• _ - - 6 1 4• ° I/4• a ye 6 1/4' - - - - 11/4- e 1 4• e « IF S• 1r 10 1/2 ,r r IF r 7 1/2 a i IF 4 , 1 >e a 70 '4•-4' IF f• 13' 13' 1Y 1/ 9x a 1/ e i e ,n 1]• a I 1 ,a-r TO r-r IF r IF IF IF a 1/2 IF 9 in to 1/2 1 In 13, r 1 IF 7 1/r IF IF or le IF IV II' r IF 6 lIr I Wmw) IF r IF ,D In IF r IF T. 7 In S 1/2 1r 4 I/2. 2 (HOP) IF r IF IF 1r 1 1/2• IF s 1/r 9 In• 6 In• IF S 1/2• a (mP) IF r IF ,3• IF 9 1/2 IF o 1/2 to 1/2 7 to ,r a t/r 2 (eDTM IF 7 1/2' or IF 1r lo• IF 10, 1'. e• IF S 1n- 2 portaM) IF r IF 13• 13 s 1n IF 6 1/2 to 1n 7 1n or a t/2. 3 (Tor) IF 7 l/r IF 13• IF ter IF ,r it' r IF 6 ln• 3 (TOP) 12 1/2 12 , 5 t/4• 6 1/4' 2 1 6 1/4• - - 4 t/4- 9 I/4. 3 MOTIOW - - 2 1/2- 12 I/2 4 1/4• A 1/4• 2 1 12 1/2 - - 6 1/4• a 1/4' 3 porraw r 3' S' 5 1/2• r 3 1n• r 4• 4 l/r r 6 , x 4 (/�!O,�P). 7 In• r w a• r 4' r P 4 1n' 3 t/r a 1/r r 4 CHOP) e• a• 6' r 6 1/2' . 7 1/2• 4 (e°TION) 9' a' R• r 0 1n' 7 I/r (SOMOM) 13' 7• IF 1r IF 9 1/2' IF 9 In• 10 I 7 , Y 13• r � 1r a I/r 13' IF IF Ir Ir /r Ir r IF a 1/Y 6 (7f>p) ,r r 1r ,3 ,r 9 tn' u • ,n o +p, 7 ,/s u e ,n' (SOITM) Ir a t/r IF IF IF Ir IF ,r I,- r ,r IS, pa110Pq ,r s• lr 10 ,n ,r r ,r r 7 ,n' a Vr ,r + +n' 6 frDP) ,r r IF 13• lr a 1/2• IF a 17r 9 mr a In' lr 5 llr CROP) ° 1/4 61/4'_ e 1 r s 14• 6, 4• e, 4• a smr • - - e l r s /4. 9, 4 e 1/r - - - s 14 9Ip• e S2 9HU, 11 MR MOOR! TWM R 1DACM MR MIALIA,IMIS KID Two I%" 696DPIM • LIMN ANCHMI $Rt=M AND ,I4alM SOME DMA CE AIR 14MM ON INS 9CIRDIRL FOR ED, LOS ,ION SWUM ON SCHM&I R41UCE ANCHOR SMOq IN WA P 0100 WAOM4 SOW DH fcNNwut M M PMAM" rAclaw MR W46 op4OTON TD IS POSW L Ockm DMCMC ORWM =4 FMM MML NO K 12111 INON 1MMM VAO O M MM FOR 1ACH ANCHOR ITPE a ,1S t11IEwRE. 4. 1/4^4 1 4. I/4. 1ANCHOR/4.- 1/4•P In/ taNmf sMR.9eT sltro-naM NLR-41 IaNRRM ANCHOR 1WLY0 60 3 3 3 3 a 1/r 1 1/1 Mrwflrrlr AI a a ,R' r a 3 t/r a NwarMFat Wax 3 3 ,/r 3 1/a• 3 ,/l 3 t/r 4 - 2 ,Lr _ om - - - --- an ow ,m an laM tm - tAD tm a , w SPACINGS ONLY VMD WHEN SPACER IS USED. SEE /1 FOR MAX. A.S.O. DESIGN LOADS A MAX. PMEL WHEN SPACER S USED. 13" MAX. 4a01-7 I/�i.l1r A A,AQ DOM LOAD VAXAM HPMYEI 40 PSF OR LESS 6'-6" > 40 PSF TO 30 PSF 6•-2• > DO PBF TO 50 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONZ VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W/ SPACER AT 12 1/2" O.C. (SEE SECIVIM Is ALTEAHOM ON SHUTS 13. 14. 15 -IA,/13. 01-2A/M R-3A/14 R-/1/13. R-28/13. R-3B/14. -IAW/15, R-2Aw/15, R-3AW/16. MTNW/15. R-26W/15. R-3.W/16- _.7 r MAX. 1' Asa -------- -.... _.... - --- -� i-' I I 1 t I I� In I I' i I i 1• PANEL LLOO lo. MRFAIMM PANEL1 j I I j r-r r +4aa -40A ►.6.t. I MAIL cm/ oVE1MM MD PMNLL LOOT" wL/) } 1 r 1 r I r-r M +°aa -44.0 W. '-. - L uaE r-� Mo �L°a°'" j IlI ' i i i i Ij2 O FM NUT AT it MLI. LEFT PAWL II POW PANEL - r "� t WSIAlATI0P15 ONLY VALID FOR woo I• MK �R-tA/13. R-2A/13. R-3A/I4, uR-1B/13, R-2B/13. R-35/14. 1• WIN.. SPEED UP M 170 M.p.h. R-IAW/15. R-2Aw/11L R-3Aw/1e. 77 R-16W/M R-26W/15. R-3BW/u. -----.___..----._.---.-AMCMORS (OR SE000tK • ALTERMAINES ON STEM 13.14. 15 tle)---- ---------------�1 1/4• VAX. OAP UFE�F�STORMPANEL�E�ATIONPANEL�E�ATION (t) aMr SCALE 1/4--1• / O REWM OYEAM -+ vow To4LE11 I STORM PANEL I __ .rase:ssr� PANEL _ (� ->� � _.__...__•.,_�_..__ _a_aeaseaa. as - aa:�agjvanaa__ J 1-1 MAx. ow _ vc r--_aaaat,:.a.__ a:: laaa=na�__a----:_____:._-:..__-- - -•_, .,� _ an, n<.a.an * LIFE Svw PANEL : # Pi FLORIDA WADING CODE Non High Yeloo Hur7ban9 Zone saws, W. Ei 4�,5;' ,�RIO► _ .6oM nTma 11G ECONra. 21 QAOE OALVAIIQ� STQL STORY PANEL PROTECMN PRODUCTS,pMOaS� SECTION A -A SCALE , /4'-, w t� r oM•m�`^ � M -5.1 t•�OM1•• PI ttlttta P aNO (w)r-7Mw°. FAR MU)PM-e n 20-175 pl MEW�••I•W/uatl 'i.. pl .. 11111PSO Ne eQt +2 or is TAPCON It 19' C.C. I i .. _.__ Ate_ _ _.� ' , A q S�•. F,[RiM4 � � I ww. Ya s II"' ---or -L-- PANS LEN M LENGTHMVI ; IM ; (SU ON REttI12) N -- - ----- IT ,a) i ; i m oLAes. H i• I - � � I/a• i I . PLATE WORD._ 1 4Y lAn IWOUIRM • e O.C. j I I SIAOKMM W/ STUD . + a4• WOOD RM Am jakw � II EL WALL 11110UNTOM HIM 1. NMALLATON ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATINGS (P.afND APANEL L04CM AS PER ELEVATION ON 1L 2. FOR NEW WOOD FROM CONSTRUCTION: WOOD 1MOADERS TO BE SOUTHERN PINE No 2. W/ SPEGFIC DENSITY OF 0.55 OR EQUAL. TAPIM R 4_r�O.0 r ♦:J I' WL P CLASS. oASR. ` i ice• { 4•P iAPOON woo I+, } �'I L) I I I O r O.C. PY ULE I L IISCOLARED iNo A- T4 Ate. T)MCOM R Ir D.C. 6. PANG Umm -.-.._ { °O aMEt �12) N I _O LM141 a9 Is is Ivan IPcort • o• o.a MAXIMUM A.S.D. DESIGN PRESSURE RATING ...f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE 11I; CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS i THRU 6. ON SHEETS 4 t 3) mw Ab.o. PRM[fs°EMMURE fP..r.) mw" ANCNDRII WACN° FOR WIN La PER 1CHUuE eD1DW L� (R.) MAX A.S.D. OEM (1L..0 MAImRw ANICNIN0 SPACM FOR WIN EA. MOT SCHEIRLE BELOW IS 3P►UwetE 1AAORM PAW , DL) T/POON SOLID -SET ZAMAC-MAIM --IN t TAPODN SOLD-eEt ?AIR, -NMI CALK-N t ,° oo1iW m w THIN b b b b of itl[M >+46. -as +7e, IF it, IF u• ,r IF 13 ,r IF 12• IF to* , a,�• OR +7S. -75 +,IE--I,U IF r 1a ,D , 13 6 , Ir 6 1 7 1 e 1 or 4 t , a,a. on LESS IF It' IF IF tr IF IF IF IF 12' it lr I OMMOM) ta• 9 1 r 1]• it IF 9• or r lr 7 1/r IF r 1 (Wrw) o• 1r IF IF +r ,r IF 1r +a• ,r IF ,r actor) IF a• IF to IF i Lim IY t a /r 7 1 , 6 /r 1r 4t •2 /2 (mP) IF 11" IF 13• IF IF IF 13' 1r 1r or t0• 2 (e0I1011) IF r IF IF ,x S 1/2' IF 9 llr O , 7 1/2' I]' 6 ln• 2 (9°I1'OY) IF it* IF IF Ir IF IF IF IF ,r U• Ir 3 MP) IF r IF IF IF 9 1n• IF a 1/2. 10 1 7 1/a' 13• r D f1oP) ] 1 12 1 9 1/4. 6 1/4• 2 1/2 12 , - - 5 1/4• 9 I/4• 3 (00TmN) - - 2 ,n 2 t e ,/4• 9 7/4' 2 ,n' s l/4• - - 4 1/4. 6 1/4. 3 (eorrolw f• 6• s• r r 6• r e, • r a• r 4 1/a• .CIO►) r r r 6 ,n• r 3 ,n• r .• 4 ,/Y r °t/r 2 tn• 4 (Tar) r _ - 6 - r - e r ° - r - pmtwt) r - a +n' - r ._ - r - e +n' - r - N' „• tY N' Ir IF ,r IF IF Ir is, Io' pap) IF 9 ln• 13' IF or ►' t3• 9' t0' 7 t/2' U' r S ('HOP) IF it' IF ,r IF tr IF IF IF ,2' IF 10, leollw0 -,r r IF u• IF 9 1/Y IF • ln• 0 1 7 ln• u• a• a teolPOt') I]• it" 13' 13• IF IF 13, IF IF or IF Ir 6 flap) 1r r IF 10 In IF a I/r IF 4 l/r 7 l/r a ln• IF 4 In• (W) _ _ 6 14' 5 1 4' 6 1/4• 6 1/4• - _ _ _ 6 l 4' 6 1/4' 6 _ _ 4 t 4- s 1/4' 6 t 4• • , f' 6 t 4' t 14' - _ 9 Ile 9 1/4" 9 ,r 7 i IF IF it lr tr IV it' r tY 6 t 1 . m a' -a' IF a• IF to , ,r e 1 Ir s t 7 1/2 a t li• ♦ t/2 I ,a.�. m Y-6' IF 7 1/2• IF 1r IF t0 1/2 Ir 10 I/2 11 I r Ir r 1 (°PROM) 13' 6 1/r IF IF IF 9• IF e' tr 7 1/r IF r I (wn*4 IF 7 1/r ,]' I3• or Ir IF lo• 11• w IF 6 ,n• 2 (TOP) IF r IF 101/2, IF a I/r IF 6 ,/r 1 1/2- a 1/Y IF 4 In• 2 (1CP) Ir 7 1/2, IF 13' or 10 1/2 13, 10 1/2,11 ln' r IF r 2 pa ) 1r Y IF 13' IF 9 In• IF 9 1/2 , 7 1/F IF 4 1/2' 2 (e0110M) 13' 7 1/2• 13' ,x ,r to 1/a tr - 10 I/ it 1/2 r Ir r 3 (iat) tY r 1J• 1r IF . ,n' 13• 9 1/2' 0 1/2 7 tn' IF e' 3 (POP) 17 1n 2 ,/ a t/Y a 1/4- 12 1/2 • 7/4' - - e 1/4 6 I/v 3 MVCM) - - 2 1/2-12 , { 1/4• a 1/4- 12 1/2 • 1/4• - - a 1/4• a 1/4. 3 (ew1w1) 7 1/2. 3 ,/2- e' ►' 7 tn' 4' 9' 4 VT 6' 3 ,n' r r 4 (wo) r ]' r a 1/2' T 3 In' r .• . 'Ir J' a In• 2 1/2' + (1aPj r - r - r - r - e• - e - 4 MoTTOIi) 9' - 6 l/r - s - r - a ,n- - r - 4 (eortM ,r 7 ln' 13• IF 13' 10 1/2 IF lot/2-11 I e" U' r D f1oP) IF / 1/2, IF IF IF r ,r r I1/ 7 ,n- 13• r M" IF 7 , IF ,r 1r to 1/2 IF 0 , , , 6• 13' r 6 (eoITM IF r IF IF IF 9 l/r 1r 9 ,n' f0 to ) ,n' U' 6' S (marrow ,J- 7 ,/2• 1r IY lx 0 1n 13' ,0 ,/ ,I I r it r s tTOrI it a' 1r Ir a in• 1r 9 I/r 7 1/2' 5 In" IF 4 1/2' 6 M - 6 I/4' 6 / 1• 9 , P 6 1/4'. • 1 4' 6 , 1• 6 9 14' 9 1/4" e , 4' 9 Ile - 6 11• ° 1/4' s SM SMUT 11 MR AMLTI M III 4 9FACM MR 9I111WA1M OM 111110011 IN= 6IaDMM • 1aaYM AIMw SPMXINI NO MMAA N000 OWIAME AS PWA M Mt 1116 SCIMIRL MR L0. LPaf Ism "caw ON SLTm" MEDIAE ANCHOR VACNO or k"Alk:TPO t AMW Dow ON SMMU for M FOU0rNN0 rMT M M NHS w011710M m K MMSKL ISMOMI SPRCAO 01111110110 UNS4 FKTIM WALL HOr S IM TALI MaAM SPACING 1011111001111) MR LION ANCHOR ,rK on ,IS fbNo" AIRsp lTP[ --'N-• 1nrwM 'p. tR //4. t 49 1/4. 2A96-waN - 1/4. 64R-N Mahal ANCHOR Wogm C) a 3 3 3 2 ,/1• 1 ,/2 IA,IIMR3PM DJ 3 3 'Ir r a 7 ,/r 7 3 3 I/r a ,/r a ,/! 3 ,/r MtrAIIIEFat awl A AMA M MINNIM 1 It7• •'� - - - __ _0 .. _ _ AIs, em '40 CA •+ SRA(2N6'S ONLY VMI WHF24 SPACON IS USED. SEE � 1 FOR WX A.SD. DESgN LEADS A WIX. PMEL WNiN SPACER 0 IS 1/4Y UK ANCHOR O TARE Al A A0. DE61oN LOAD ago" HPMtEIAMA 40 PSF OR LESS > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF V-10" 1 IAAx. PANEL IENGIM ARE ONJjY VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS A W// SPIER AT 12 1/2• D.C. • e i m► i•7 ei 0► i eI L i i 1E.D• Y LO! 1 1 I � 1 Ma, i j 10 oll9a. - .:..Lv I/ p,• I 1 fowl ora Y.h m ' 1 t. H PANEL I1' 11m1. lP1OT11 iE :_: :_._._ - - 1 I t. 1• Y.L - PAHEl LE1101N 1 _. 4. (SEA ELEVATION Is I ! (SEE MAXIM/• Wn. I ON 1LMM 12I _.-.� ON SHEET 12) i 1 I - I L/2 r r 1 ! I I ED.• •ar, I 0 M 1 1 •et/roe; 1 I 3/4 _ 1/4.6 TAPWN VNwOR I r O.C. u/4•11 TAPCOR ANCHOR t 9. O.C. _(XIBT EpoLRm HDNNc1reTE Olt►OUREo -CONt71E7 IllOgt NEOIAREO. CONCRETE OR .- REQUIRED. NOS 11GlE 3/R-1�OS PLATE MEOUIRED 9R fINMEf9 Is • le Pwl AtrAtORt A1097t 1WE . IIK ! VVICIN FOR N{MUATOS SM IWDON If,sRw AIDOR fAi W a Ilom Fll I MILT M°a NOR" ANCHOR MMa06 me MSMAM •NeNerww ;D.r.O Dd 3 MOE Owtomm AK S4rAim ON Ills m,mfAL FOR ED. Ant ,teM f4M/m oN fcMoi REo110E ANCHOR DACf4 S„�11i1 _ y I.) , Of MlaaR7W0 9►ICelo MIOfN p/ SCHMM 9Y IK roulems FACIM AaR noE OwQ 1rmJ RIpOR 1 1 O36 FNt THIS ORMUM TO K PUMML Rm M 640140 MAW IAR4IACICIR fWLL EDT MI LOW Tww os, _._. _.. ___. a. --- ----- -..._ Mo w "K O Ilia oD IN UCH, ~m ANCHOR TALK ON INS a0D)IAL a. _.__........__.. .. _ __..-_ •f1 It MML L LEMM" ELEVATION MEET 12) J ALL MM aAa3a1f41 SOUS 3/Mt' 1� 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATINGS (p.af) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW W0o0 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSRY OF 0.35 OR EDLML E-0 • I P 1 14i-pi• ! OtS7IYlr TOQA�, • 1/4.-Mrl' DNS),NS,, /T 90.15_ _ Rj�6 f(AAs° -'' _ _Ar fan • . SIR FOR I MAX. N H #• L. 'VAX .... _.._ _.:__. N PANEL Ia16TN LF101H Ia1'I • PANEL_ -t• Yln. 1 ! ON SHUT 12) N I ON fL/tEEi n4 ° 1 qP TOO al, E.D. 1 E.O.• t 1 i I i 1 1 ED --p_y1._ 1 �f0 �-.4 I'~4cgAlpo~Iu OP _ ---�i I�ol,1OSIe N.6. 11" I ' 'Paz --)/4•0 TAPCON -J/6'P TAPCOII AN,>1011 I 9• O.C. ! ANCHOR 4 r O.C. FiOS Mr. P01RE0 CONORM oN _pOB1YgrtPolnlEo CONCRETE OR elACt1 Rt17UN1ED. COHidIC eLOwt NPAIIMm. WALL MOUNnHOS NN""ON WALE ]Ja-I- PANE"° REouSED e• I I I f aOra _-A-_) PANBLYA E PLUS R IS 12 1/2. O.C. FLORIDA L co 2 4! U -� a� o 0 C .� CB U - � 0 c O O c O O CE o o cu LI- Q co ! .� O o 2 1�N IL L' _ N 03LLa Cl- C ( L W C/) (13 IJ m .J y ., 1✓ N y v \/. 3. - CAME A'� - O O < _5 �. U t W •+�•-+ cu O cn C U O CL m Llllllls v I cu LcU 6 Q Z Z Q J a SHEET NO. S H 1.4 WIIY�{IYI (R� �_,�,�.� I✓IWII�I�W,�u Ii��ldiLL) I i! .: ,. CL 1 W/ i G ANCHORS '(7EE SECTION EZ1 a ALTERNATIVE Q1W ON SPW 10).__ . _._---_ -�•3' Mar. -.�3• M. ,,• Uhl (SEE 1' Min. i�(9EE NOT[ :) -�W/® 9 MOTE 2) . /i4X,- S.LA3,-. V(/11}I [116- 1/2' IT I PER PANEL .._. -' (TV-.1.�. - -_ .. 56X - 7 T-TT ) - � � Or ^LI (END PANEL) I QMERIOR PANEL) (IHTERKM PANEL) (INTERIOR PANEL) (END PANEL). SEE NOTES 2. 3, 4 I I SEE NOTES 2. 3. 4 1 W-0' Most RAND. L3NGM SA. EA, OV911AP • • • _ ISM SE L1ASIe IARRLIICan f-J , WM1 1.1 .501R L. JJ_L 1J_1.1JJ11.1JJ_L J1LL1 L1J111JJ_LLJJI•IJJ_L1JIII • • e 3' Mw, ._: 3" Uw 1M)TE 3 ' q)W1@ANCHORS; 'm 4=m 3 --.._.....- ___ -(SEE SECTION E21 A ALTERNATIVE E21W ON SHW 18)- EZ1/18P J EZ1W/iB TYPICAL FOR SERIES E-ZHANGSTORMP������FOR SERIES 2000 E-Z HANG STORM (t) AP SECTION A -A SCALE: 3/32'-1' .A+aiEa AMM2n47 N_ ENGINEERING ENDINECRINI3 E)CPREhasm PRODUCT EVALUATION RETORT Oepbmbsr 15.2020 AP 4mftn Number: 17689.1- R2 EX Pro)sd Nurr"r 20-31543 Product Manufacturer: AS Ameri m Shutlore end Class MmufaUurer Address: 1540 Donne Rood Wag Palen Beech, FL 33409 Product Name 6 Dadytlon: 249a Galva fted 8" Sion Panels Large Mhtlla impact Room" Scope of Evaluation: This Product Evaluation Report is being booed In accedence with tin requirehams of the Flodde Ooprtmerlt of Buckles end Professional Regulation (Fbrlds Bulling Conn"* Rule Chapter S1G203.005, FA.C., for statewide acceptance per Method 1(d). TM product noted above has been !sated wWw evaluated Be summarized herein to show Compliance With the Florida Building Cant SevenO+ ERRbon (2020) and is, for the purpose intended, at has equivalent to that required by the Cant. Ro-evaWon of this product shall be required following padkant FlorWa Bu Wft Cade ngd6catlors or revhbns. SubstantioUng Data: EX drawing 020.31543 tined -Ags Galvarrind GROW Storm Panels OWK t Non-HVHZ)', ,hest 1-5. Prepared by Engineering Express. atgned 6 seelad by Frank BennaFdo. P.E. In an lydWW pin of this EvWwdon Report. Uniform sMb strudunl porlomminces has been fated In accordance with TAB 202 bat standards par teat rapart(s) 88T440-17.001 by Bhckwator Teedrg, Inc. Large mhells knped ralafane, and cyclic being pertommma has been leeted In aceondence with TAB 201 and TAB 203 teat standerds per tat report(s) 88T A80.17-001 by Slaekwater Testing, Inc. . STRUCTURAL Structural en~ng cohx " have been prepared which waists the product based on COMIParetiW erdro retlonel eneysh to glelly tie fotioRring design orWde: 1. Maxkrwm Allowable Spens 2. Mk11RRlm Allow" 8pen s 3. Minimum Guess Separation 4. Anchor Spacing 160 SW 121- Av[Nue Su1rt 106, D[ERPI[LD BEACH, FLORIDA 33442 (954) 354.0660 1 ($66) 396-9999 TBA M 0 EN01Nte RINGEXPRISS. CON ENa1Nat RINGEXPaess.CDM ♦ LAST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REM MANDLE TO FACR.rTATE INSTALLATION IF wMNDEO TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES * (1). JIE00' E-Z (SANG STORM PANEL SYSTEM Cd ING OF PANEL Cont. TRACKS TOP k BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECT(D 10 BOTTOM TRACK OTHERWISE A STOP BAR (1) SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHINS CONSIST OF 1/4-0-200/4- N.S. W/ 7/8'0R3/32' WING NUT OR 1/4•eRJ/4" Min THUMBSCREW INTO TAPPED BOTTOM TRACK. LOCATIDN Di FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAN IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL. BE CONNECTED TO BOTTOM TRAGIC USING SPECS INDICATED ON NOTE 3() ABOVE, IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATK)N. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO 170 m.p.h. ENGINEERING Page 2 oF2 All American Shutters and Blass - 24ga Galvanized Sted Storm Panels No 33% Increase In sloweble straw has been used In the design of this product. 8eperalSon from glazing Is not squired for Installations oulaldo Of wild Zane 4 and essential facft a. Impact Resistance: Large Impact Ralslance has been dsTnonstratad Be evidenced In wwAously listed teat relpon(a), and is accourded for In do ergineMnG deep of cis product. Wind Load Resistance This product ha been designed to rasht wind loads as Dldksled In Ow apart schedule(s) on the respective Product Evalus8on Document 0.9. engineering drawing). Installation This product shell be Installed In ablot compliance with Its respective Product Evelustiam Document 0.9. engineering drawing). along with all components noted therein. Product components shall be of the mats" spsoMed In that product's respective Product Evaluation Documant O.s. engineering drawing). Umitations 6 Conditions of Use: Use of toss product shall be in strict accordance with the respective Product Eveloetion Document 0.a. engieeNlg drawing) as noted herein. AM Supporting hat structures OW be designed to Tee" oil superimposed lade end shall be of a material Asted In this product's respective anchor schedule. Hat Structure conditions which are not accounted for In #as product's respective ardor %c edrie shell be designed for on a stio4padk bash by a registered professional engineer. AR components which we permanently Installed shell be protected against corrosion• contamination, and other such damage at all Imes. This product has been designed for we within and outside the High Velocity Hurricane Zone 01VI Respectfully BI'. x.M1 OIF'15 •• ��9; Frank Bennardo. PE EMeniturme Ekpm-sSa SPE0046349ICert.Auth.9985 160 SW 121- AvENue Surys 106, D[EAPIEto BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TIAMBENGtNEERINOEl IB3.COM ENGIMFENINGEXPRESS.COM HUNK M•FJ WxMpM1, IP• =NfcT1.-:N JJ. C'r-N.li _ 'J.J:/ iI ..YY1J1+ ')J•v ..':t' ..iNI.rLL '� h1r'.. WIND AKII,U T M.. T f4 !L\\1MF Y O� i .'n,J IJAL pYN. Pll'., R'1<, •r :•-IA'< ." Orr r: •ra',!J :.v",:•: . vuYFi tl 1 .�enlW � ON f LN M'-A ■ 4YR mec, A n I5 AF•?x:.T - < •x:A ,.nil A A.,Y.' L(' - N I'9SyyLr, t<AxY'J' �i'AYN raS--rJrr, "1,� _ I T ,y R11 a,•S9 cEa.,,,n: ' 431 c4,wa ,,am err. YI.-r NJr - S l? 4 aa Lli 1 f 4t ITNu:+7'r 1 Y S as to _ SS _ KL „Y, Ir :,Dz .DOD' a'•xi.iii, � T f.7 M-YHA•{ L.tlNlly, :'r:uV_ 1. _ 1• T •2C..71::ur _:sa�.:I •:•a N•-':..' R F. L�fr FA Pil.q Er; H I Vrt.Y• H11,N fY1- F u Hr R MOW /DV CDLM07R09 N DN AFCT n;Wr;.. LAIN_ rnr.'nr•r;Jr :P: DC� � r1CJ ...ttt " fAC2nu,�YY MIIIIIINH/T FIIIINFIn•l;Fl{Ilr lirl:r-•A:r.^.::T• A tWI.H.�41'1 5 ri r- 1?I;T3C N1l[Er. KY . I.I l;:l, -:.1, H14 N' •I- � ,,e ,RIV) 4'.YJIIYA.tJ 1Uy 'f �YALL MOUM9SCTfOM r.:MR7)rr.A W.", raJ.-IN'1 •z-'JlrirVrr: Yew: :rA,l=rAV.'ACIM`aTT- MSI X C fF1'.N UH. l:l_ 1@t A � rw:.w R Gk.cM�E`p w^^:,,. )r•. 'Y, u_sn'r! "T"'7 ,'TrlC. -i`r-J JJY , D wi>ixi:air. KP, I r F :nror.Tr:J.•T'. y ,•, V`::!: , .1•.Y,V Q rl I � `� n nr :r.:<.:,-.:sTe`4^.•::� � �i+=:/ YO •x i <,-t'YI :II_.'H3 r.4 Y:::Y:•. IJa NUN, y<.Ir f5'1^IJ, YCr. MIIMt MI':14r De41a 0V -'+•. I: ,7.:H IVN li rINU.IINJY J '):IFltltle'.0,3s4r'.P A u:a A.wD. M•4] [i:- !JJ 11aa A j WOW ftw ■ Y LI r :Aeri.T = nor ;i E yy,H• la�e�� I: 1>::I •C. r,N�:, v. fu'A _ 1�= H U}a.IW ;� nNIYiINTN� NRif O4CLIA „!1 1L r F x MTvrT1 � � 11E [ uff;f r1M,� r uu94 �rH11.5 '' HH� t t I'm • 'a:. •_' C4.Y3T ",..SrIA' JA.Y'•i r,a. '. TPA' ..:n1J ,.. Ix1' rt'.1r."" .J:'cr rn. rx� ;• T rINFt :,•..c.n:c•O:.a'L7- "FA.I.nL^r Ar:lrw .•v rY•nrArHN:..r. �V_ 1c9•+<:3 I"-LAI`L'f v. rr.lrwr, nv-.� n;,ti x'rr nv 20-31543 •l^. V R' r ��: I.IK - �OPIXINPI tOP7M1TOM OL09URE DETM }U unu11..IK,,w:J � lu - I•JaJ; ;a nAa .vx2ur, n)I. ii�_.,o :•AJ: Lose f1'1' IRN:RIIPIAH:I MARTINI MH:IIOM � II IMI{n lac NUJMP N 1:1 NIN u INSTALLATION DETAILS FOR POURED CONCRETE. CONCRETE .�?� ►OUIIlD SERIES 2000 E-Z BLOCK HANG STORM PANELINTO AND WOOD STRUCTURES n N 4•s TAPCO CONCAETE N RCOUNEI. ANCHOR 0 fY O.C. ® 1/4'e TAEP'CON 1{Ri HER HEAD,« IYODD I -i-�.•= - 140' HEX WAD TEX ANCHOR 0 12• D.C.-� I / a „T(r FROM 1(� ._ IKa1MKD ` I \� III - ,' I j`'� �4• FROM RECIE OF I / 1 O E.D. 1. � / MAR. f/ / ; _. _ _.. _ _) r yN ,/••6-fat• e • 1 O4 1• MM. ��2 ID FBI RM4 a 1 +/7 EXISTCLANN.. TO � �_ IPOP 3 16•B r,,,er,.,,, �•-SEyAM � 1 i ' RI j MIEr MAN. ,µ MAX. LENGTH • R3 B --#.- ._ PANEL LENGTH M 1 11 W. I I n 11--Sp CLASS. t0 GI/M8. i '"v 1 M"-SEPARATMIM-' 1 r0 al '4tl. I 4'P- Box OF L. � i 1 I 4"0-�� OF t" p I I P V f L, --� ; N4'6 TAPCON ANCHOR I r ( e 12, O.C. ANCHOR 0 111 �IN1uRED A/NCNat • 12. O.C. \. ; PLAT[ W00D COR Ili BLOCK REOUI �.. _.-..�, (_ 1 000um D SECI14lLEZl SCALE 3/8.1' AL WINJEZ11111 SCALE 3/8-1- NHS: IS MIN. PANEL LENGTH 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SHRILL. BE 2-6. IINI �p A. T!Q l � $ JCEN 0. 4 * * ,' * FLORIDA BUIUM CODE Non High Velocity Hu one Zone elm9 xnm M24 GAGE GALVA RZEO STEEL STORM PANEL rA. .., DOWN r: PRESSURE RATING +/- 40.0 P•s.f. AND 6'-O' MAX PANEL LENGTH. STATE �0,�: � _..-..- C 0 pose. ILE � PROTECTION PRODUCTS. • CIMINO 11w 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD • ATlOR% ., 2v 4fm ere. fin 51AO COML MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S� .. (L<> ONA41�,aA r.i pr1-till.~"ARMen-IM, r Noe: DSFIpw-76 a FF'�PrMDe!)BM-a!T 20-175 DENSITY OF 0.55 OR EQUAL. NINNRr'WAL/7eY11Ml[/1MR ��w.wxP Oft"" N„ KRA A 7UR ut M cor le IALL AMERICAN SHUTTERS AND GLASS 2 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MWNT (CONN TIP. TYPE AS REQ•D) SECTIONS OPTIONAL STITCH BOLTS WITH CH WA WASMECH WINGNUTS FASTENED 0 OVERLAPS 0 MIDSPAN (USE aapN APPROPRIATE SPAN TABLE) Z PLAN VIEW 4 Cg 1�m r10.156' / BOTTOM MOUNT ♦ ( ) ,'�: (COMM TYPE AS .; REQ'D) .T 1' MAY Be AT T r 0.375' i TYPICAL VERTICAL MOUN6T ELEVATION 1 N.T.S. ELEVATION TOP MOUNT (COIN TYP (SPAN ABOVE iTRl1CTION) AS REO'DI _ IIOOTTOM a �', (COIN 7Y AS RE�'D> -O TOP MOUNT (COIN TYPE AA REO'D) � � esTRucnoN �Bµ�{{ (LOCATION MAY VARY) DS aarmm BELOW TYPE As REQ'D) (SPAN OBSTRUCTION) BE NOTCHED AS REWIRED, OPTIONAL•Y+'-20 STITCH BOLTS WITH WASHER6D �IANEL511AY PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WINE•wTS FASTENED 0 SPANS ABOVE t BELOW f)�7RUCTtt'r1. OVERLAPS 0 MIDSAAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS) 1 N.T.I. ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 21 RANKS !LS MINIMUM STORM PANEL SEPARATION FROM G1/156 (IIV112, WINO LONE 4 a ESSENTIAL FACNITIEs) .._MAIOFAUM Df51G11 PIIESMJRE SPAN (L Ili (SPAN (lm.Rl INSTAILATK)NS LESS INSTALLATIONS A N1AT10N FATE THAN >a ABOVEGRADE THAN lD'AeOVf ORAa IRV, �). 1) In {.ant 3.161n . •95 / 130.OM 6A61n I.161n 6.06 ...- 130.0M /AS 606in -. 1161, H50 1300N 6.06M 2.161n SPAN 5Ch1EUULE NOTE5: 1. ENTER SPAN HIaR WITH NEGATIVE 6C FASTENER PACING DETER LOAM a PANEL ALLOWABLE SPACING AN DETERMINE MAXIMUM STORM PANE. t ACCEPTABLE A L E S OR SPAN. SCIIEOIN.E IS ACNiirABlP FOR use w17H POSITIVE IDADS LESS THAN OR EQUAL TO NeGATFVE DESIGN LOAM. 2. 'PANE. FASTMENS• ARE STUDS USED IN CIIN)UNCTION WITH ALL MOUNTING EXTRUSIONS ('r-TRACK, MOOED ARGUE, ETC.). USE 6.25' O.C. PANEL FASTENER SPACING TAKE VALUES FOR ALL "M- AND •U"•HEAreas (INCLUDING BUILD OUT CONDITIONS . 3. UNMR. THE RWISE U E MW!!11 LOADS IS ACCEPTABLE. OTHERWISE USE NlXT HAZIER LOAD. 1. ENTER SPAN SCHEDULE wTYN POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM T14E OPENING TO a PROTECT®. 2. SCHEDULE t5 REQUIRED FOR USE W FI N POSITIVE LOADS ONLY, INTEAPOIATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NeXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE MVH42 AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHrFDILE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PR 1 IRED. MAXIMUM ALLOWABLE I` ~'�'• DESIGN PRESSURES: �'� D AS NOTED IN DESIGN SCHEDULES DESIGN NOTES: POSITIVE �YAND � NEGATIVE DESIGN TMURF9 CALCVIATED SEPAPATreNGINNEE�pI OTIIUNIyAEC OCORDDANCIE WFTIJBTTH THE PER bOVE I& IN ACCORDANCE N'ITHIA6CE 7 AND CHAPTER 16DO OF THE FLOPS DA BUILDING CODE SMALL BE LESS THAN OREQ UAL !A O THE P06RIVE OR NEGATIVE DE81GN PrIL36lNRE CAPACITY VALUES -TED RERAN F00. ANY ASSEMBLY AS SHOWN, GENERAL NOTES: . THIa SPECIFICATION HAS BEEN DESIONED AND WALL &[ MOKICATHO IN IRS STRFSS HAS BEEN USED IN THE •ORD FOR THE PROJECT MGN IS USED SMALL 6E NESPONSIBLI 2 SURFACES TO THIS DESIGN WHICH ITtNG CONTRACTOR, LaETNn/OIMSSl,,IRIMa SHALL NB RAAEEWINQOEDRED IN ALTERNATSPANS CORY EGSPAN CALCUlAT30N6 AS GENERIC ANO DOES NOT PROVIOE IR SITE CONDITIONS DIFFERENT PROM LICENSED ENGINEER OR REGISTERED He DOCUMENTS FOR USE IN N ARE BASED ON MAXIMUM TESTED 11. TOP a BOTTOM OBTAflS SXOIYN MANY sE lN7ER[HAHOED AS F7lLD 2, RDI RIZORALLYATATE. P ELB MAY BE DUNT7O YERTCCALLY DR ONTALLYABAPPLICS INCT N NO CONC ANCHORS NLY.I NaALLALL ONC EMMANCHOR0 MANUFACT OCONCCOM ONLY. IONS, ALL CONCRETE AN CHORb PER MANUFACTURERS CONTRACTOR Is RESPOION8. ME THE FROM WH L REaroNUAL TO INSULATE OftEC PROTECT ALL MEMBE14, R S FROM ggDIS6ITHISNtLAR NAT V0. TO TO VALIDATES PREVENT STRUCTURAL D SHOWN ONLY V21AL FFIX 4rECIAECATION BY CONTRACTOR. DESIGN4� INDEMNIFIES s IRA yES HARMLESS TMIF C,aMlBI FOR ALL COST a pAMNGIS INCLUDING LEGAL F!!S a APPlLU7E FEE6 R$ULTING FROM MAT6lIAl FABRICATION, SYSTEM ERECTION, IINSTRUCTION PRACTICES BEYOND THAT WHICN IS CALLED FORM7 LOCAL STATE, a FEDERAL CODES a FROM OWU77ONS OF JHM PUN. 13. OEOEP7 AS E1mAlaLY PROVIDED HIREINI NO ADDITIONAL CEIITIFTGTIONS ON AFFIRMATIONS ARE INTENDED. 1{. ALTERATmxs AOrnTTGMS, OR DTMON MARKINm TO THIS DOCUMeNT ARE NOT PERM7RE(1 ANO DNAUMTE TMt3 QRTIR1GT10N. 37. PANELS SMALL BE PBINANIfNTLY fABELID WITH A MINIMUM OF (l) LIBEL PER 3ValY ].D FEET, [ONTAIN7 0 TNI POLUOMNG INFORMATION: ]RtOAPROOMT APPROVAL NUMBER VISIT SGALC.10/31648 $Erj hR 71`_rs']:NC D=.Vd t'9 t A :n 1-.,A•rN. YnIRN,.W',I ri 348T PORAxJITDN4LPLANF RlORre •le•OUIW MINIMUM ALLOWABLE SPAN SCHEDULE tl tl a$ __.-_- A�R00lftlF� f�cA•�iMf N 1' 1 P r 2r �j pi (Is - �.w 2R6 s i J�^ 1 i err ao• a sw , r err 1r r so- a• M r 4C r� S re1M 71• w A N 0A NOT 1. aPAPa fJgwN rINN IM ReLA COMA SPI NOTEDTAKE ATI M PANE LEMa 4PI46 WV THOSE C OI/S AT SOP M eorrDM. PANn LENf3rNB Wa tP,4N l,q& NM3D IN TAIB2 4DW ARe NOT Warn I, NO SlJMI 0411 WOMG.Kf If 'RED INI[N PINK UNOM If eIIEArfA TIUM THAT ND'RO Fat. Af011 A3 $104 Y M01)NA=Ple OOFMr4FOR Amore. ] N04 OCe1NOf ReCURIv FOR YL FlaNi/ IN TAN! A6DVe. IRS NDI $INMAIL (.7 ofts. Rr LASS IN, u4 MTM ..URI i NOUMINB CaND1T10NS. AlQINgO iPlM,anON FROM GLASS SIIP1l 6! NR DfTArt T o • TIe11 AIP 12.1,tit coal 7fe4lrrtnl OA wrndrt fTnCM e01t5I Arq 14p PAVaIs. 4 eOTM wTm PAIr< F46TeNMm • us G I.n' o.c. 3. dw I Fur 3FMN r' NINPAA4 uRUNi arR (1M o1 tale OFMOWN TOP OR, _ NIS OMWNO AMA ORAR w'L W1M AM IFdPmNS CYJAOInp1 ealDlw Ile MKSE OAAwiNIffi O Z S rRk L OPTIONAL INTERIOR FASTENING DETAIL N.T.S. Z9 I U) NR IPIeTAa1W M s( IY IROM INNRION FROMI ilOewNN SILT OR N.cwle SCYW trlRu N-OV. PN%e WI M NUT a WAM4APD WIM6MUI Q ON NIxO! IKU ' A R 1' MApOME SCAM' wINONVfe fir•oL IOOPAMC*s eoTTOM NouNr �� eArAIr1oN ro w14aHr : �,Md��,9�i! PIIRI) 1 1. Y16P [INN TWe NMeO'A (PRONG AN 20-31[. "M ONNONETIL ALF W wuemveal ui oRR woo0 AIYPlllri fPK1NG rAaLe. • eADI I,P16 AD14ClMT TO [fAHb PANEI l OPTIONAL EGRESS PANEL DETAIL M INTERIOR FASTENING So" _ 20 0004' 250, 0.750' 5p2 Tn �.125• l�T Ow N aS �OA94^ 8 ;9 0.124' �� ]B GA 8$ f2 1' L. .094' �- 12a' ,094' TVP' ;A TYP 25 r��,��, -0.3 0.094' ri .062' ry ~ -,( 1.930' 1.930' 3-lzsfmA- G '� 0�06� .375"� '�,D6a• �1 T. Lis' 2.000•(�I"" 1.37 A30" 2.00D OA Im. -•I 2.000' 1-- -.I 2A00• �' TYP. r.� 1 12.ge�o 4 ,. , g 5L 12L• 1.100" N' NIEa..6xi V KMeR 4 OIE A'YNAN ELfISUIRE ,¢r E111D ( 3.SL 1.56p'F--I1.560" 11530 ]. OS P.yM-I 3,L�A' 0.)76• ,�FO.]13' ^� 0. �13�' , Ir0"3'1 Ir04! 0378'yp�rr 45 } $' I2.SCa'PANEL COVERAGE p.19(� �W NMI Jr 0.6�5' �I typ_ it it.-'ri'.�55" 40. 1�4,9�75'�P�ANy9A1La_�__- ' � LOE EU.y15" os 4.15a' OAS0j,,(BL �Ip T-4-4 VZO! p2p• PO.1)S .30T y /4� all6-d1T Y 111N3( OY 1AACE - ••. ,-,.I aP' _-_„ 0.090• x T 0.95]' L N'-ei s.wh,Vli •3' 0.190' 65 :. YM:HKP ,, Tn aI �I INK ' ..err r ,en,m.Ni -y •' �f S E .r'r rru'.: _1P1v1 T1•-].000" 0.125' ­�. r ':l L.'1F nVAy �1DIpEQ) zL I-!ga 3E00• 11 `DV G(DY:ICI4rtAttP.1 t.Fi N' OVERLAP a.:TYVI 4, JMAX ONANIN �-.25" MAX. F Y A O.3Ba'3 Da,-Ilr. c•>v:Rm /�.2r MAX. 3® x>rw•D.c --w s4Am- .,.nr•x-Jle.naN d BUILD -OUT '„:n^J•� ,v-arr n• W E r-A nUMI V,1 D[STANC! T J s:T 1 T4PM /_\ WN Fn{Ix a WNIRF nHMI iHIS MAY f,P �! nn Mrtt 1.000• t � -ro A SAr EMOED ) , 3.000" xY anmar. N!•`". ;Cur.^1J:1 _I I+.R.<P-^: :R fAfRI N.� C: :•IeIX'r'F M, I ' t'J .:. N 01,'t 4 4A cr.::•' a'vw"aN a'.•'f: OVERLAP wwMu 3.810' A,-FAR,1 L. r}. I'14X. /\NIIIrYllllI MUJNI rn3YIINY nrIAN x-E n•_ 29' MAX. q rAGllr, sY'V.. DTY NT,9. MIN, f I.b vA .y d'u<la train >i MIN. ��CB 1.500" J L.rvi'a. -4J •.a y1Jx IJ.J. [j n rAn=wdieii�i,`n'1• rMUE. , MIN. o-:�w:.I�Jeva•. la lm.-lert)4 ,aDy ors .: u.lsulr, „', Mx r. Ar,a, -:ANnr mu /\WmE90.6SURF OEMmAr'A:..v-JP.aa: F lJ BED 'nRlJr,r.•rr ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS 012.5' O.C. 2.3" EWE DISTANCE A; I. NAfame6SPA, 6NCHOR Pafafaea UP T '• -r arm up TO 01-ir COMA TYPO =Me Tyre 4ewn Type TYPE Cl C2 C2 C4 C1 C2 C7 C4 CS C2 C3 C4 a/1r l i• Oam 39 12.5' 16.0'• 24.71, 9.94 SLS" 14.01' 10.2" 6.6" 12 1.,..'a OU4 4 e 1. 11." 8.0` 1.5" 16.0' 6.I S.5" 12.•WAT 5 16.09 lS5"]a• 12.5 16.a xa1 tie 1 2.5' 1{ 0 t' [ .Y i 5 s z 16.0. 41 3.4 Pj$2 13.' 8 Saa• 9.3" al" 18. 0 AI" 1 .9' 16.0" 11. 3.4' 12.5 Sb.a' a " 5.4" 12.5 ]6.0' q""� 72 I4"r I. 4'INNI II 77 11.5' S.a 1a s 1{ w 13S 1{0' 1a0' L2 G" l35' s 75.1 107" DCWNT UITRAmn 41 1 wv:;w •.. La.w N 12.5' 1 . 2 1 . " " 1 9 ' 12.5'12.3" 10. il.f' f.7' 12.! la D' 1l.!" !.S" n 11.5 16. 17.a' ' 11 12, 5" 16 0' 13.9'• 9.3 13 / scr 11 6 9.3 12.11 16.01• 11.91• 9.S1 3LP' 1{ 0' 13.0" 9.3" 13.1" la.o• S/A' /.3" 1441Y ( r 71 3 z.V. 10.a' Se.a 1 e.a• 32.!" 10.0" 11 T" 17.4" ILS" " • " f0.0 1 ,0 11.Y• D .-L' Au r�mms eouD sn 43 12.5' Sa.a' faa• 13.6" 3Z.!" 10. " Lr' 10.f" It.7" 14.0" 12.T' 50.7'• 1 2.5" 16,a' 15.6" 33. T' 12.9" I .0" 1L5" L .a"12S.. 6 0 16.0" 12.5" 10 .6" 48 91 * 12.5' SQ.a' 54.4•' 32. r S6r0' 12 L 1 7 1.'1a• o•• 14 t •. E HIHYn 13 / I v 1 2 I • fa e.a 1 a. u.f ' 60' 1s.0 s I err n.D le.D" a:.a•• IIrWN 1 IANrI AAI r 41 M 1 2J' 1 .a' f6.a' 1d.a' 12.7" 1 IA" lz. • 12.4' f6,a' faa' S/.L" ILL Ila.0' 13.7" il.t" 9C 52 U.S. 16.07• Iba' 12.0" 12.9•' 16A" 3a5" 113" I2.5" 16.0" 15.5" 111" S' 6.0" • 1S Y' 3 .6•' ,• " 1 " 6. 2.8' mar DISTANCE 3/11r F vv4 CRMW 33 6.25' 10.3• az!" 7.1' a25" 6.4" nl WNI NI IRN'UM 41 625" a]' 16 6.25' 7.1• 82 a YT' a3• 72 -14 IN111 II " ) 31 3 36 6.3 a7 F19 11. 6.35 10.3 IIYWNIIII INNAIN 41 1].7" a2S'• 4B s.25'.11.T" all. err' a2S" 9.7' y E���' a s• 8.2 .. 3.9.7 U.^. LVa rMHru S3 S4 32.5' Ie.a' Ta• T.3" ]z.9^ x7.4^ S 2^ ia" exs" u.D' 4.e" 4s" •AI IT. a.$. TAPCO 4 H 1 12.5' IS.6" O.D.S.4- 625" SO.r ' 4.01 a2S" 4.Y 10.7- 4 " 4. " 0 12.3" I a2 3" 10.7" 1 "T• .1 CO-4.a' OS!• 1 !.a•• 4]" 8 N 62S' 12, T' 4J" ere' 425" 10. " 4.I" 4.a' a2S' 10.7- 43" 4.72 0" r1-�....r..� 52 tl_^� 3 .7" " a .. 7„4 - 4.a' ` ' 4.1" O Ife.qua ~o 31 12.5" 16.0' 34.11 liT12.7" 18.0" %1.,7.11•I2.Y laD• a7• T0" ALL F INTeaOU D BD 32,5' . 16. ' It.. ' 91• 15' 16 - 7. ' era" 12�5'16.0 7:f" b.3" W 12.5" 18.a• 8.7• 7.e" 12.4' 38.0" 7.7" 6.2 ft.9" 14.D• 7.7^ 6.T' 1{.{� a•r� 72 12.5' 14.a• 7.7• a2' ILL 16.0" IP-, I LIT MIRo 73 I2. S' m.a' 0.A• 3.9' al!" ]1.T' 4.4" .1" A J' 10.3' a0" f.7" I,rWNI M•rIMAIY 41 1 .5" 111f301..245' 4..91" 66. 255"" 333..6" 3.3 .2"'•S 6ae.21I5S5''' 47' 6E5"19,1 13.5"1&7" 1 6,25- j ai2" A312i 99.. a22S3"" 1 4" MOO DISTANCE _kk V MAIN _Nr � ANCNes PReeaYR[ sore TYPECOMM T7f a Q o c4 n C2c1 a CONS n Cl 4 C4 4• a ]/ r MGM 73 V.ehW 41 49 LF-MN�NR-► 91 T2 ti Y' m.a 1a0• ere• 12s' 1a.0' 1s.0" 01• 12 5' 1aA' 34.a" 6A" 12.S 16 a• 160• 7.5• 12.5• 16.0' UJ' 6.0" 1 13, 12.Y' e.a' ia0• 1e a• 14. 7 i.9 12.5 6. D a2 Y 160' IRA 14,7' 60' L4 6.0 J' 12.E' 32 5 SBD^14.7' 6.0' • 14 11, r 117a' CMIM 37 WOOD aCREW 43 b 3z 72 12.5 16.0r160" 10./' 12.5 A11L 111 TO S S' 16 l2. S' 60''141• 1. 32.5 160' 97' S.6• 1 7.5' 16.0. 9.T 6 12. 12.s' 12.51 76 iL0' Lea' 71 r 14a• 94" ).0' 32.5' er a s• 5.6• 12.5' 16.0" m D• 16.0' 9 a' 5.6• f.a•• SIB, aW' 54' 12 5 v 5' 12.5' 16.0 9.6" 5.6' 1 eD s.b Sa' 16.0' 9.6. S.6" 1/4 P 1.1/4 M5C0 ] 3 TAP CRIP-CPAs• 41 4e T ea•1� p2 71 us Tz.5" 32.. 12.S' 125' 1e.a Tao 34.0, IF 16,0' SL,A 16.0" 10.6" so ce. 9.1" 1z. 12.5' 42.5' 12.5' 12. 5' 6 .0 1e.0" 1L 16.011 16.a' us lx. .2" 12. T' 9 L" 12. ' 9.1, 12.F' 91" 12.5' 16.0 fo.z•• 10.0" 9.2" 15.0 9.1' 16.0' 9.1" ]6.0" I:` / All IINNINNRA6A 41 WOOD LUSNWC 46 ( y 11 U� 71 1 11 6.0 S.1 1 l3.B' 12.3' ]era' 7.0" 7.9' 12.5' 12.3" 4A" .1' a2s• 11.4" 46" 1.3" I2.r• 35.4" .9" 60• 625' ILT' 4.7" 1.0` 6.25" 1t.7" 4.T' 4.0• 12. s' l42" S.3• 47• .z 111' .r• 4.D• a2s ll.S^ 4.7•• 4.0 6.25" 12.3" 41" 4.0• 5.27' ILI" 1.7" 4.0r a23" 12.]' 4.7" 4.0" ANCHOR NOTES: 1, ANCHORS SCHEDULE APPLI s 7 ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES CN E O Pff 06 MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN$PAN SCHEDULE SMALL APPLY. Z. BV'tE0. ANf3HCR SCHEDULE BASED CIN PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, 6 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPM,SELECT CONNECTION TYPE BASED ON APPROPRWE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFIGTION OF 00NNECTION TYPE . 3. *PANEL FASTENERS' ARE STUDSUSED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS 'F'- RACK STUDDED 'O. PANEL FASTEN N T ( T D D ERS(IETC.). USB615 C. ER SPACING TABLE VALUES FOR ALL "11'• AND'U`-HlAOERS (INCLUDING BIIILDOIlT CONDIT30N5). 4. ANCHORS SHALT. BE INSTALLED IN ACCORDANCE E WITH MANUFACTURCRS' RECOMMENOATIMS. S. HOLLOWBLOCK HOST STRUCTURE SMALL C TO Ai7M CPO BLOCK, 6. MIPDUO EMOMMENt SHALL 8E AS NOTEDINANCHOR SCHEDULE. 7. MINIMUM EMBEDME'M ANp EDGE DISTANCE EKCLUOEe STUCOD. FOAM, BRICK, ANO OTHER WALL HNISHlS. WALL PINISMEa 9Fl4LL BE UNITED TD L/4' MAX 00. SHALL BE VlRI/I!D 6Y OTHCRS TO AOEf21lATELY TRANSFER LOADS TO HOST STRICTURE a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD "A"ING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 1D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2` X r (MIN.) WOOD STUD (/' EDGE DISTANCE IS ACCEPTABLE F00. WOOD FRAMING). WOOD STUD SHALL BE SOUTHERN PINE' G.0.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE Mtl LLIPS PAN HEAD OR HEX HUD. I1. REMOVABLE ANCi00.S ARE: DEYIALT PANELMATE, ALL-FOWTS SCUD -SET 6 BRASS BUSHING. L2. MACHINE SCREWS SMALL NAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS NEAO DR WAFER HEAD SIOLWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE 0167ANCE DICEDDL43 STI1000 OR OTH R WALL FINISHES. 14. Ir DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 45. DIRECT MOUNTING CONDITIONS. Is. LINEAR INTERPOLATION I5 NOT PERMITTED POR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. g1l N N U OL O C Q Co -0 (Q (a (n 0 U- C O U_ -0 O CU •� 0 Cn O .i.i . E �/�� �i J Q z z W J (- O e.l N :Ya X N LL_ CL 00 (\� co J U.J to r~ < /�(LVYS \J L11 Q S_ O ¢_ f_ 70 1 O W ♦nN•'i nW' W .l�J ♦^ VJ CIO O cn i CD 0 0 �a W Q Z z Q J a SHEET NO. SH 1.5, L4ennQf ka L(,c, A6boi�- Sgvos�s 'Bp S19 0 law�,l�tic, ls1 "(s�� G794 91, povg6 LP gp- 5193 Touall k&� IYCObVG' 6816 p - 51`�y