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HomeMy WebLinkAbout6585 Bar S Bar Trl_I _ I __ I 11 1! M 9W--I 3 a N M LO LO N 0 Q 0 M 0 J 00 0 I a to M LO cn Q rM 0 0 J co M 0 I 0 .S 3 a N N a E l—y CN E 0 `o C C J tZ 12 v U -o a U z N I / / 0 0 0 J [Z 0 N M 0 0 a [V 0 r M 0 N a m k505i� I � 5, " a AUG' I e "i"ILI' ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. 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 orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookSheif FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Gaiv. 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, RISH 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 CIJ Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KlWall 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 Masc-iry 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 Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or wl With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Ad Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 03-27-14 1.00 NEW BASE PLAN 12-28-17 2.0 2017 FBC CODE UPDATE 08-23-19 2.1 TREVESTA 150-C ENG. 12-19-20 3.0 FBC 2020 CODE UPDATE 3326 0 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FLOOR PLAN 1.2 SECOND FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAIL 4.1 FIRST FLOOR ELECTRICAL PLAN 4.2 SECOND FLOOR ELECTRICAL PLAN 5 HVAC PLAN 6 FOUNDATION PLAN 7.1 FLOOR FRAMING PLAN 7.2 ROOF FRAMING PLAN L1 LINTEL DETAILS SIN STRUCTURALNOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS - D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS D3 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL IMEAN 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 regard-ing the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. N -0 a 0. O ® f .� Z C 0_ _Q J, O O t1 0 ! 1D N 0 N . M 0 71 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. r F o f C n C:)cr) co r # LL 0 aC'0 C to J � W t�A # LL W N a rnr- rZ'° Mv Ewa �to Y N fn a z �LLLL o 0o c5 co L O _J W m 05 Z co d a N MZ W�O Z pC) U W DO❑ o 00 z C N z � � Q Q J ARNIM V) z 0 o u- '1'r• a--+ C LLI o � U O w g -N Ly N w m '4 ci p a0i Q OD Y < N O. r_ C::,a w M o Z � E =a 1a >s <N Z® E O wi oa N C:)O <0 a, UO oa as ZE N<o L QD Z ww ro y m� o FF Z OZ Z J >< �Z N > > < oaZ gaO U a� J Z < < ;o o cfla 50 3 0 C:) = ce) fA) L / '^ 6 rn m CD co O L � O Y Cr Y C)0 m r Q .1--+ cn O I0 O C'-4N L0 M Q N Q M O T o Z N z E O E ti m o a U Q p c JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. C S 1.1--. - __ I I I - -. 3 a N M M rn 0 U cn 0 QD 0 rn O J 40 rn t CV CN cD PO u, v cn 0 0 r•M CD 0 J w rn CV 0 I N Lc v V) 0 Q 0 a N 0 i E 12 2 E v c 9 LZ ai rn U 0 c U N U a� a U a z N I i 0 v V J N 0 0 a fV CV N r M 0 0 a V1 c G d 62'-0" A + S3 H.B. TYP @ 1 STORY S3 I A 25-SH J S6 TYP @ 2 STORY AC PAD AC PAD C SHEARWALL S3 OI 16 4m 5-SH R&S -- --- l EQ E ��IBERGLASS SURROUND i o ' O M cn coww N0 W O SIM. 0 I r Q S4 I 41 D3 I � OWNER'S M I SUITE 5, _ " 3-5" TB H3 . BATH O 018'-8" CLG. 2668 TILE - FIBERGLASS _ SURROOUND' - N - 6o"x36" = SHOWER 2668 1 I I ; I I I I Im I W.I.C. , I g�_g CLG. j cn 10'-5" 12'-0" O _ °? N 8" FLEX 8'-8" CLG. CARPET o� BA. 2T 0TP 8'-8" G• LE 00 CO N o BEDROOM 2 8'-8" CLG. CARPET = A N O r o0 fn _W MU) Nw 8'-8" CLG. 19'-0" CARPET H3 068 z Mo TP : 3'-7" 01 ir I CARPET I I I 1 6,_4" I 9.1. 3,_0„ 1 82668, 5068 BF 8'-4" LM O o r; W W S4 PLIFT 2868 � IR.A.G1 L h o" - ----- ,. _ _ - _ _ HDR AT 8'-0" - _ _ _ _ --------------�_o HDR AT 8'-0" -----------�R&S R&S _ ----- Q 21' 0" "' 0? o _" HDR AT 8'-0" PLUMBING LINE TO SECOND I (3) 2x4 #2 SYP FLOOR STUDS W/ (3) 2x4 #2 SYP f' DTT2Z @ BASE STUDS W/ 0 6 7 PTT2Z @ BASE �; r o 10 2, 6" 3'-4" - FOYER N $'-$" CLG. B N O TILE 1 T 0" - F' I I 1 1 1 N I I iv I 1 -0" I 1 ENTRY v v to 8'-8" CLG AFF Oo O 1 3068 ur�CC N I� C I_ i..... S3 i' o v D S3 16'-8" S3 4, 0„ ,- - - - o co O I - GREAT N ROOM I V 8'-8" CLG. - El a I zl- IIIII I ,0I � I lix D.W. I ^� I i-n r------------ I -- -- II II I I I I 11 O----- 7 - - -- o LO CARPET S3 I TYP @ 1 STORY (3) 2x4 W/ P f DTT2Z BASE @ 18' 4" 1 i ��--J -} KITCHEN 8'-8" CLG. 9'-4" ' " I I I -' 2 CAR GARAGE I O I 8'-8" CLG AFF � ° (3 2x4 #2 SPF p 1 DTT2Z @ I BASE 20'-8" I I I I I I I I I I I I o CO 0? co 4 SH. 11� 2 DEED ,z�sw N'' _ 4-- - 3'-4 " - °° OPT. REF. 2' in 15 a I f --- II16 _ Wo II � CC I j S3 I o I a u 2" bo O I SIM. 0 rc CD b CAFE E b 00 00 1 SHEARWALL D2 8'-8" CLG. CARPET T-0" I G)_ 5,-7„ 868 "' CC S3 o=VERIFY N� W.H. -N I 1 PANTRY00 BUILDER TO PROVIDE I APPLIANCE PROTECTION I WHEN REQUIRED PER FBC I K LOCATION L------_- __I ELECTRICAL PANEL I I I I I I I I I I I HDR AT 8'-0" LAU �� 8 TILE OPT. D OPT. � OP `° cN 8' 8 FLAT CL o TILE R 12" DEEP SH. A S3 TYP @ 1 STORY - DRYER VTE HANSON BOX @ 36" AFF WT!= D J VERIFY METER S3 S6 LOCATION WITH BUILDER TYP @ 2 STORY 15'-0" H.B. T-0" R 4' HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 S.H. 13 20 X 38 J 18 i X 374 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 181 X 62 4 S. H. 16 20X72 184X714 S.H. 11-12 27 1/4 X 26 26 X 25 # S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 1H6 2 7 J X 7 2 26X711/2 S.H. 22 37JX26 364X251/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S. H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 z X 62 1/2 S.H. 26 37JX72 36}X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73} WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 J 52 J X 37 J S. H. 34 54 X 501 52 J X 50 S. H. 35 54 X 63 52 # X 62 J S. H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. ('PnPrgI NntPC R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 O +26.6 / -33.5 OG SEE SN SHEET OH SEE SIN SHEET *ME 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1111„11,,,"1„ • • MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING AREA 1816 SECOND FLOOR LIVING AREA 1510 LIVING TOTAL 3326 GARAGE 453 FRONT ENTRY 37 TOTAL AREA 3816 PATIO 24 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-1KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I13-11/R-13 KRAFT FACED SCALE: %4"=1 r-0" (GARAGE / LIVING) c _ c7 N ) CO cj T3 _- •-_L f fV CV O CV CV 0 CM 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. 0) W Q 0 E co r, O to co # ci Q 6=ALL ] �, ap ti # LL W N wii N a �ui Q MLLLL 13 m 2 W y r, @ Oo WoY oW co co Z LL a 0 N rNiZ O U ��O U _J (nn W ❑ ❑ ❑ � N O o z � N Q � Q J END U N z v0_o 4-1 cn LL' m V O g w.a U c w r= t 8 U O N C m Q 0 AM r` o co w Cl) Cl) z a Z z a J LJ_ ci ¢ zo wz � > <� CQ E0 z o E N �I �<�� a= D14EU �< aw �_ wo <o m� 0 (!) z3z o Y 0 U¢ z z ril Nzz ym <<w � OE o z QOU W CX LL a w � o a= Jw 3 a co 0I1 00 3 0 O 2 i >M J 'n L / m CU W co :3O � Cr O Y Y ''^r U) QI Q m N CO Co "o N M Q 04 LO M Q o M r E � o Z m Z c E O E ri `° c cc a_ U � Q p JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. 1.0 L I !] 111 l CM v a N LO `o Cr 0 0 M 0 J 00 M 0 I N a cn M v v M 0 q 00 0 un v r 0 an 3 a N N G. 1° E O `v c J O t� 0 U 0 c U / N -o U .a d rOq I Y i O O U J c� N N M rtv0+ O O d CD N rn v 0 s m 0 r- - - - - - - - - - - - - - - - - - - - I I I I I I I I f I I I I I I I I I I I I I I I I I f I I f I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I --------------------- HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 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 iIF, FIT61 RFV 1f1 1 7n (AR EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN T-O", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS - WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX254 S.H. 13 20X38J 18JX37J S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20X72 18}X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 271/4X38 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S. H. 24 37JX50J 36JX50 S.H. 25 37 J X 63 36 } X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 J 52 } X 371 S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 J X 624 S.H. 36 54 X 72 52 J X 71 } S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. C;aniorni NntPc R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 O SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A1" FIRST FLOOR LIVING AREA 1816 SECOND FLOOR LIVING AREA 1510 LIVING TOTAL 3326 GARAGE 453 FRONT ENTRY 37 TOTAL AREA 3816 PATIO 24 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 SECOND FLOOR PLAN - ELEV-Al EXT FRAME 2 x 6 CONDITIONED CEILING R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION JR-11/R-13 KRAFT FACED SCALE: %4'=1'-0" (GARAGE / LIVING) 't3 CD -C r. Q - 0 0 t CL -0 V/ LL 13 J, 0 _0 G L) ¢�a0w N 0 fV N 0 CM O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WCD W Q 8 E ro O M O N J u V 0 g is cc) * 't Lu (n r­r� - W Q J 0. LL LL 2 a 55 0 Z O v C L @ X,:EC o O Ld cc r Z 00 M Z LD O N O U U rq = W ❑❑❑ CD V z N z Q J n n CD o � a--+ u, w U O w g (n C N 7 �U0 f A�i U � W J L 8 I = L y ci p W • Q N � slm o � w o �J iZ E 0 �� aH co v o R 0 wO UO Z H cO N a, < z o oa a w a� to tt m� ra _ C y �� o Oz Z z g >Z zu 2 IVoa Z go �3 a N W W } U > G U - �z 3 CZ)W Jz a 0 �o O oz Z Q }a r o- U 0 C O M > (� J L'^ai , Q! f0 cc 0 13- N Imo- CO co MO OM M :0 Y Y C:) M'^ m m L CD -0CN N M Q N LO CM < ce) r E C 0 t0 Z O E O to N `° C cc IL U J Q Q J JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 1.1 t Q M LO r) G O t� 0 .n c0 O M O J CD M O I Q CD M LA LO v a- Cn 0Q cc Q M O J 00 M O I v C Cr 01 tZ Q i E 0 S v c N LZ 0 U a vl 0 a U Z N I Y i V J LZ N N 0 0 a N N O N Q m s1 CONT. HANDRAIL RETURN TO_ WALL DETAIL. (:A) SCALE: NTS 3/4" PLYW DECKING Uc Lw rU U.�. niv J r -iv ter.. u. STAIR SECTION STAIR CALCUTIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 9/16" 10" TREADS w/ 1" NOSING Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 7314 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/z inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. SCALE: 1 /2"=V-0" VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES W MEDICINE i CABINET 00 OQ OQ O > N > CN M 'Md M M 60 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER i HOLDER �IL--Jl_ 0 N FIN. FLR. MIRROR 0. BATH 00 DW M KITCHEN ISLAND TUB/SHOWER FINISH PER FLOOR PLAN MIRROR N BATH 2 O MLJ LJ O CV O cM ZZ OPT. REF. KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o = C7 VALVES w o 00 = � CO SOAP r\ CO CO 00 o DISH U ir) r O O _ r _r O r CM th O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY O M O N MIRROR �i 0 0 60 LU BATH 3 HOOD L[ I ] 4 I HAJ KITCHEN INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O BRACKET 36" H BASE FINISHED CABINETS - o COUNTER TOP '2n11 H BASE 00 LL Cn a 0 2x T Lo. 00 FRAMING '— CIO CO 1 /2" GYP BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - ISLAND COUNTER SCALE: 1 /2"= V-0" O T N N FIN. FLR. CABINET BLOCKING BLOCKING AND MOUNTING DIAGRAM SCALE: 1 /2"=1 r-0" N N -g _ N OO 00 c c.! wl ,� i. J� ) U 4 - 0 rLl L N N O N N O O . v 2u To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodda 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. F o E r- 04 N 8 J O FA0 N � m r 00 7k LL W W 7 u7 0 rnr�r- � u� a M a Y - a L Z 13 -'LLLL O zZ� Ixt L, (0 _ I 0 % C� 0 WM-J �pjO' int�m<e Z un a —6-,'r N 04Z Wrn0 Z O U U-a w WCD ❑ ❑ ❑ Z N M 0 Z Z n J d QE3 N Z Ur c 0 LL N u w g w 8 I f.. = L U o c N 0 ¢N� Mid s o w M C") z 2 o i Z G LL. E Zo w1 � - Q E U 0- Z Z® 0a 2g =° o� Z � E O <Z o ao az i a o Ew m 0 a Cx U "m o Orr Z Z U) a�i <� aw 0 Q o< Z ao o3 0�w W U a oc 'oLL 3 J CDw O �° CID Z< Or 0, U O = M .J ca � L MO OM Y CT Y O U) m m QI a 00 o M'V N 0')M Ln Q N Q o M r o Z Z E O E N cc E o o a; c a) a- 0 � Q 0 J )OB NO : 22-02398 SCALE : AS NOTED SHEET NO. 2.0 I - ° -F "tr, I In I I I —1 1 -t-"i 11 11 -1 1 1! 111 If I I 1-ri. 1 11 1 11 1 1 11 ' I — 11 1 1 1 ' LEM11 I F"I", I , 11� 1 11 ! pLl I z o? 60 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS - Li jF16 RF1 1" x 10" SMOOTH TEXTURED TRIM / BAND 12 12 5[ 5 I" x 4" SMOOTH TEXTURED TRIM / BAND T.O.P. - — - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - ---HDRHGT. 25 SH 25 SH 8" X 48" SHUTTER CJ / WEEP ------------------------------------- TEXTURED CEMENTITIOUS FINISH ON r 01N CMU (TYP) F1 1/2 34SH 18" X 60" SHUTTER CV EXTERIOR PLASTER FLASHING 25 SH ON FRAME - FIN. FLR. —1� -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2nd - - HEEL T.O.M. ------------ -------- CJ / WEEP �j HDR HGT. 3068 F2 F1 bo TEXTURED CEMENTITIOUS FINISH ON C.M.U. 25 SH 25 SH � - - - - - - - - - - - - - - - - - - - - - - L --j - - - - - - FIN FLR F2 F1 FRONT ELEVATION - Al SCALE: 1/4"=1'-0" �(6FFRIDGE' VENT 4 12 12 5 12'-0" RIDGE VENT -7 7!11 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.P. -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HDR HGT. �7 EXTERIOR - ------ ------ 12 PLASTER 5 ON FRAME -=77 25 SH 25 SH ci ci FLASHING 2ndFIN. FLR - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ci / WEEP L HDR HGT. - - - - - - - L — TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) 25 SH FIN FLR I I RIGHT ELEVATION - Al SCALE: 1/4"=1'-0" ME12 REV. 09.24.21 LI) LO =D 6 0) 0 z J (L) C) 0 0 c: L) 0 W C14 CN C:) !E-1! C14 2 C".) C:) 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 beading Engineer's signature and seal. CD ct:) E c90 CO,M CCD4 r V 0 2 :� U 0 noo N vc it wa C'4 0 LL a. W j. 13 U� (a LL LL Ly 0 z OF W r, CN (D Lr. O -j J W W 0 In < 10 Z L 00 CL L' C'4 z -j M fn�< O 0 C14 < < ai b z W FM F71 o to (-D 4--J LU CD 0 Ln LU Cf) E 0 CO < • see co C13 z z Z< LL. E E 0 Z') 0 U E 0 < Uoo° U no 0 < ❑¢mZa¢ z C14 ro It z '0 < z —Q) i �E 0. T o . , 0 z I z z C/) m "� I 0 2 z so 0 W 0 z Mj C) C3 C.0 < "N 01 0z 0 > CY) Lr) co Ce) M:3 Cr C) C) U) .2 Cn Cn 0* a) O C:)) CN CV CY) < M LO co .0 r-- E 0 0 co z :3 E a. E 0 16 1 0 -j M Q JOB NO 22-02398 SCALE : AS NOTED_ SHEET NO. 3.1 1 L 'II I 17 11 1 1 1 I II II , I 1' 1171 qIrII I 1 11 1111 I_I 'I 1i1 -v ra In L0 0 0- L0 0 c0 0 0 0 J CD M O I Q co M rid 0 O �O J 00 CM O I L[ 0 3 I" Q C N E 0 2 0 v c J co LZ 0 0 c .o i U :a i z I Y i 0 N Li M 0 a N C�V ro U 0 m 3 v rn 4' OFFRIDGE VENT - - - _ _ - 12 55 � -�� - - - T �_ s - zz s SHINGLE OR TILE ROOF PER - COMMUNITY SPECS - INSTALLED PER - - - - - MANUFACTURERS SPECIFICATIONS -- _. _ - Y --1 -. T.O.P. HDR HGT. ---------- - - - - ------------------------------ -------- ----------------------------------- - ------ __ _ ---_ FLASHING EXTERIOR PLASTER ON FRAME 12 4' OFFRIDGE VENT 4-'-0- FFRIDGE VENT - 12 T\�5 C� 2nd FIN. FLR. - - --- T. �... � s�T® - - � - .ue.— -- — - -� O - T.O.M. ---------------- - ------------- ---------- EXTENDED OVERHANG TO BE CENTERED ON TEXTURED DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP. ) 25 SH 25 SH 25 SH 25 SH SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS �- t_tHDR HGT. -001 -----FIN FLR -10D 8o co bo REAR ELEVATION — Al 4' OFFRIDGE VENT 12 - - 12 o. 5� -_ �5 — - — - - - SCALE: 1 /4"=1'-0" 12-0" RIDGE VENT T.O.P. nunnul. --------------------------------------------------- EXTERIOR --------------------------------- 1-O" PLASTER ON FRAME - 12 T �1ro ` 5V N 00 t` - 8 = 25 SH FLASHING �12 T� \ 5 FIN FLR. --------- — _� FLASHING ------ — — — — — — — — — — — — — — — — — — — — — — — —— — — — — —2nd — — o L- - -- - _ - --- CJ / WEEP ------T.O.M. CJ J WEEP 1- HDR HGT. 3'-0" TEXTURED r 00 0D CEMENTITIOUS �( FINISH ON C.M.U. r` (TYP.) -------------- ------------------------------------------------------------ FIN FLR NZ N LEFT ELEVATION — Al SCALE: 1 /4"=1'-0" REV. 09.24.21 a C%j t, 0 �\ o Iv L13 �. 6 r '0 ,; O O O N O N N O M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W c QO E 0 t0 r 4k O N N J LL - C 7�Oi N at LL W o J a Q( M v LL o Y r,` @iiLL a w J V Z mCV O L Q O ~ W j N to LL O N rn ¢ co Z ILW a0 in CNi z -i to O :� N pV v�U) W ❑❑❑ V M � Z N o Z � � Z � Q C� r � Z � CD o � m U O (n un w g L ry aw v w m t 8 4 U ) c d o • �Q N CD O W M M w Z S m Z a IJL Q E O zo >N Z o� (6 0 mg <o. ao� 0 o° mz z N @ i ¢ o a � w d ¢ o. i0 oU.) ma�N zzz JjZJo yam 'w tqa _ oQaW Z -) �o o� �~ � 00 < .0 CAD a� cC:)0 > (eLO J rn Q 0 co 0 � O T Y Y '' V^ J m � CDO �I M .0 N O) LO Q N M Q �O M r C i O (0 Z E a f0 d E U -1 Q p c -j JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 3.2 — — — - -- - ---- - - I 1 1 I 1 1 III 1-1 I 1 11 1 ll I _-1 1 _ II 1_ 1LL VARIES 1'-10" 1z' CAP CAP 2" *NOTE: N io N FOAM TO BE USED 1" RADIUS c "CS ONLY WHEN - 1/2" RADIUS `I� 2„ REQUIRED BY ^ 3 1/2" RADIUS ``' N t COMMUNITY � 1'-5-" _ 00 - ) J 1 SPECS. IF NOT, ct 3/4" RADIUS 4 4� "I' C I� co DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 1" 1" BUILT W/ STUCCO. 1/2" RADIUS f N EDGE OF 1" J:��VARIES Ala SIN �- OPENING - VARIES N o 21,. VARIES - �, = z 1 -4 = 1 r 12" VARIES 111 V N -IN 1 1/2" RADIUS r"' - _ ? C� r � Cd 4 42„ 2" 4" _ 2 1/2" RADIUS- 34" 4° I I L0 r __ L �l d, O O '- N c+ily v IN C[) osl O VARIES 12" 11 3z 11" 3z ,II ,II 1" 1" 1" BASE � BASE T SIN 3" 1 2 III �„ MTv 11l 111 4 11,I 4 , cV • N N_ 1 1 N O nj M 1 �II o *NOTE: VARIES 8" 2" FOAM TO BE USED 3„ ONLY WHEN REQUIRED BY 1'-6" Q, COMMUNITY = 1" SPECS. IF NOT, � 1" OPENING VARIES 2" DETAIL TO BE 2" 2" a BUILT W/ STUCCO. 2a' • N EDGE OPENING LO 1-1 /211 THICK 1-1 /2" THICK To the best of the Engineer's knowledge, information and belief, cCIOv the structural plans and specifications contained within these R 4" 10" N rj Residential 7th (Edition.. Engineers signature land seal is only for co10" 6" Engthe ineers signature and seal.tructural engineering rtions of the drawing pages bearing 0 2111 oo N . 4 � _ W Eoo Q O N 8 N e rp J M v O' 0.)# LL o be v 0 rnr'� °- w a � J W � � a `IN W � M =vim W O � J 6" W.�ki of o "M' 4N 111 2" 4" 3" 2- N w w W a a d � z NIII 2" > > ^" LL Z N C0 a a 5 � Z W 00 0 V ❑❑❑ 1-1/2" THICK 3,11 CD CD 2i" 2 z_ �QN ih M 4 N z E3 o = CD 2'-4" 1'-10" "v Q oC14 V oo 52 1115,. 52 7 , z r) 1-4 M I 54 1'-4" 3" � 1 to a N N tL rn 4-1 00 w c cn a° 1" 12 VARIES VARIES �Q SAM N 111 In � 0 2 "' U d 1. — t x - � Q 2z w J o U o • 3 I VARIES VARIES c 0 1 Q - - - N r4l" 811 1 " �kN 0 i{ co Z o 00 J i o oO dry a 6" 4" KEYSTONE F11 0 KEYSTONE F11 LL- I �L <� o� F2 N iv p1" ^. OPTIONAL OPTIONAL Q E Z P 00 CD I <D 1� ,.� - CV N x U o 0 0 O a R4 r„ _a z z a 43".. N= z 4" GARAGE DR. OPENING 4" 3 44" WINDOW OPENING 4"' � mo NOTE: o Z 2�- z tt ILLINSTALL OVER STONE, TYP. J `w <o W I` VARIES • FIN. TO HAVE TRADITIONAL T 2 � ° LOOK & SMOOTH FINISH <o =k y 'MOO • FOAM/ EPS MATERIAL ISco i o o ACCEPTED mi CD co co wl< 3 i NOTE: M M ~ • FIN. TO HAVE TRADITIONAL LOOK & 1 4 0 o SMOOTH FINISH a a a 2 54" 1'-1 54" I coU f2" • FOAM/ EPS MATERIAL IS ACCEPTED LO 6 3 _g �" N 1 ' ^ m 1" 10" 1,�11 10„ b �' (0 M O 00 " N �� Cr O co s N Y x O v N T m o r t� .� i C0 M 'l..i Q N L 0 J9 o v o0 O E .0 o p Z Z E O n m E N a PQ, d U 0 q p JOB NO: 22-02398 M 1 II v z SCALE : AS NOTED C) GENERAL NOTES: SHEET No. 5 M • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) F1 • ACRYLIC SAND FINISH v N -` L i I I I III I r 11111 1 lot I A 1' I I I ' I I I I I I I I 'I I I I I I i I III I 3 Q rN to to a>' t N 0 Q co rM O 00 NO O I N Q cc M to `v Cr rn 0 0 O J 00 M O to to v N .S tT 3 / N E LZ c c J 0 v D C N U O i i i z I i 0 v 1 N L� r 0 0 EL N 0 Q m N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with LIL 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 LIL 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 LIL 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 1-411111111111101- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 64 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN ;Q% EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) IBP PUSH BUTTON SWITCH (OPTIONAL) HD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL _ 1 DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANELCENTER UNDERGROUND ID1s POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER copper to lights & outlets copper to 20 amp ckts .2 copper to WH 3 copper to Dryer or 4/0 SER Alu NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV.04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. VERIFY METER LOCATION WITH BUILDER 31'. 3". E� SIFT c �`Zi VT KITS TO dE tiqN � R �v� A� T eoX N 0 2ha Fl, I 31j• vY 11 31 411 PLUMBING RISER 411 SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER MgIN ENTRY Tue FIRST FLOOR ELECTRICAL PLAN - ELEV-Al SCALE: %4"=V-0" GV 4 CD Q r. CL r, O O > d O N 0 N CV 0 M O L/ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E N lit N # J V C N og N LL In I- N d M W rACq r',� LL w — N o aNe a to tLL U_ ct11. L � Z O 0 U) n rn Q Q Z ILW a M Z R N Q N O V U N Z W ❑ ❑ ❑ U 0 z z � � � N Q J d � N N h z U o Q) 4 -+ � ij— w —� O $ N,^ Of N U — m E I U C U)to Q ry O • O a w Z co o 05o < U_ a E w >� �� o V o ago oa w¢ �2 Z attoo 00f <o ¢Z mz�F2 0` JZ tq o< ZZ o W Wad U <o ~K O c0 z< a Out 2 O O = \' / LO cc Q cc F— CID O � O Y CY' O WY m m QI 0m �O o M 04 N Lf') Q N co Q o M r o z (o Z E 0 �; a f° c a U _j Q 0 c JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 4.1 i v ca CV th t'7 L0 >v v o- 0 co K) CD O J M M 0 I S J Q cn M rh to tc) fJ�7 O CO 0 a 0 J 00 rn N 0 to _ V) C) Y 3 H a N O Ca aNi 0 v c c or N LL cl- 0 N U 0 i N I Y 0 0 0 a� LZ 0 t'7 0 0 d CV 0 W S 3 v t>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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX �o 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 ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) V[_-BfP 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) II STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER owl ELECTRIC PANEL —�I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN �� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR Ci J OPT. CEILING FAN 6� (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA 1 00 #12 copper to 20 amp ckts 150 AMP/ 200 AMP #10-2 copper to WH # 10-3 copper to Dryer METER MA 2/0 or 4/0 SER Alu 200 amp 150 amp UNDERGROUND �VDPOWER CO.GR FEEDINTERSYSTEM4 Bare Cu Ground BONDING4 GROUNDING WIRE TERMINATION PER � WITH CODE APPROVI NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I I I I I I I I I I I I I I I I I I I I I I I I IN ATTIC SPACE I SWITCH & LIGHI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------- t I 1 I � I I I I I BEDROOM 5 BEDROOM \ 12 ROUGH -IN FOR / ; l— \ ! OPT. CLG. FAN/ \ 1 ROUGH -IN FOR \\ OPT. CLG. FAN/ LIGHT PRE-WIR \\ G I LIGHT PRE -WIRE \ /,�`�\ V V) /• BA. 3 `\ I \ ,,o I � o ' • 1 W. 1.qP I � \M, C.M /� I / &— �------------- BELOW —--- --- -------- S.D. --- ---- // ROUGH -IN FOR OPT. CLG. FAN/ /// --- - I I �/� LIGHT PRE -WIRE 12 ROUGH -IN FOR OPT. CLG. FAN/ / _ _ _ _1 / �// LOFT LIGH(T�PRE-WIRF�,/ I /� (� r"� C.M./S.D. BEDROOM 6 I 1 1 1 I 1 I 1 I 1 I 1 BEDROOM 3 I I I I /2 ROUGH -IN FOR I OPT. CLG. FAN/ I LIGHT PRE -WIRE I I / I I 1 % / / 1 / / I / / 1 / I I I I I I I I — — 1 — J SECOND FLOOR ELECTRICAL PLAN — ELEV—Al SCALE: %4'=1'-0" �4 r CV C_ (� :t J _ ` Q A ✓ C, 1 Q. -0 � � L.. L. C ✓, O O 3 C U _+ �W N N 0 N CV 0 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. - Q 00 QE �+ 0 Cc,N J LL V C C1 J '� .0 0, at 61; W fA Q c�F-�o-Wa N M C) 6. Y 13 J u � yj Z_ L N C O f- 19 �'—MN rD M O J m W W 2 C, to ¢ Z Z Ci a Y O Z INN 0 U U rq .. W ❑ ❑ ❑ V M � z � M z � � o o QZ J N Z � CM v � o .2 LL LJ N Upo 0 IVI^^I W O =' N U W � — J E 8 t ' = w ai c rn Q� OI 0 N o CD w M 03 � z a J Q E o E Qa w E zp a� =® u ►m 'g �¢ oz Z N L ao a wZ rp c 0 '� m 0 O Z� 'aw Z W J j f 2 (n N a op Z g0 a W wLL J wa o V' zlar aT0 '0_ � 2 .O i E2 >M rn Q F-- 0 O Cr Y 0 Q 0 N O I N .0N 0') Q N LO M Q -0 M T- T CD E c o 0 Z m Z = E Q y m m c m a E U v Q cc c c JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 4.2 3 Q CO M M L0 L0 O Cr CAI 0 .a cc CD 0 00 C) N O N a t0 rn rh v cn C' 0 0 0 0 rb 1-1) 0 I Ln Cr 3 i— QN C1 0 04 E H E `v C C J y LZ O U 0 U U Cl !n Y 0 0 0 a� t� M 0 O a (V N 0 N M r 0 Q 3'-0" :12 SLOPE ZONE-1 ATTIC SPACE 733 SQ. FT. n. O J N _ME Z W tL O O 0 Z' W 0- 0 J En N A 16 4'-0" ROOF VENT 12'-0" RIDGE VENT W a 0 co N 1/150 Rule (No Upper Ventilators Req.) 1/300 Rule (Must Provide Upper Ventilators) I Ridge Vent Amt (Ft.) Off -Ridge Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SO. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of(See Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation Elev) required needed required soffit by upper needed ventilators Main 0 2 Floor 733 704 101 352 25 176 276.0 0.0 276.0 (Zone 1) Main 0 0 Floor 17 16 2 8 1 4 0.0 0.0 (Zone 2) 0.0 Upper 12 2 Floor 1552 1490 213 745 53 372 456.0 (Zone 3) 180.0 276.0 '*NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 1`r�Q :12� 5:,2 z ZONE-2 ( SLOP LIL W 51 ATTIC SPACE rr 0 cc 17 SQ. FT. I ZONE-3 ATTIC SPACE 4'-0"ROOF VENT 1552 SQ. FT. I W I a- O IJ t'n I I ROOF PLAN — ELEV—Al SCALE: %4"=l'-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) i .' c3 00 - O a c 4 .. tZ S2 ., _ LL i rq J, O O -3� �co L (� O ! V CV CV O CV C'4 O Cl> O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. @1 ILI LO H Q m E n � # O N N J LL C a0 N # LL W N fl: rn r- o W °- M y LL a Y Q �LLLL aLu 0 o t m C, _Z C) DFUC�Gxo_j W ��Lu °' Z un rL N MZ Ercn0 ,. 0 U U _j (1)Z W ❑O❑ M � Z � N z � � Q Q J N N M z � o ty 4—J LU o A V G 0 w g N C N �� U) t— rn W J E cm i = 0 N U ) C 0 Q N C • r� co W M M w ¢ o z z J L.L ¢ �o �N Q E O o'er z Z w ¢ C X O 0 00 Oa' z O N E a¢ o ¢ p z a�w ro (Q � c ¢0 o z 0Y mE O z� Z c Ng z aLNi °o g o Q� aw N W C) 3 0 � w = J o wi aQ �o O OR a V 3 C O O i (y J L J O DI @ /'1 Q 0 A'� CID co O G =3 Y �' x O U m m Q� 0 N N 0 N CM co Q CM r E E z Z E O V7 N cc co co a. E O 0 J v 76 Q Q C N J JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 5.0 I r 11_11 11 1 'L 1 ! 1— _ n i I I IIll If LI I'll I PjI 3 Q N PO L0 cn 0 a 0 Z. CO M 0 I N 0 rri r7 LO 0 N O 0 J r" M N 0 v N C, 3 a N N v a v E 2 v c c N N i� O E c 0 UI m N .o a. U 0- z N I i U J L� C3 CN M JO 0 0 d CV N N N M 0 0to m v N c C d T-2" TYP @ 1 4" STORY A S3 t H.B. l-STORYL FOOTING „ F9gTING ?�„ STOR 5' ill.L 4'-58" 1'-98" 64. 3-1 TYP @ 2 STORY J S6 3' ■ --- ■ ■ --------i— ■ --- / ^ _ /;- 1i iD •r , CA) AD I 20'-10" 5'-0" TUB - - \ �,P @ T 1 :: { !r 0'-0" I /� :a TYP @ Cl 2 STORY { I \ 2 STORY o co f l I S6 •' IHVAC CHASE (BASED ON I { y \� \�� ��� SHOWER PLUMBING 1I :::::: o (LOCATION INDICATES FILLED CELL w/ 3000 PSI \� CONC. GROUT FROM FT. TO BEAM C� LINE �� - Ij SECOND: STUB UP TO 1 } FLOOR ; : CJ CJ W/ (1) #5 REBAR VERT ABOVE SLAB I 2ND FLOOR I TYP @ ALL PLACES SHOWN FOR A/C I j `O ; } I HOOKED FTG. DOWELS 5" EMBED } I co W/ 25" EXT. ABOVE SLAB "GRADE 40 j Ij r W C PROVIDE Y2" x 91 I STEEL" ,. ........................ �� �a L L--J ........ RECESS FORFR .18'-16......... ............. ................ IDOOR 22'-10" 1'-3" V-8" 18'4" L a„ T-O" 2'-8" 64" 2'-6" x 2'-6" x 1'-0" J TOP OFCONC.1 I PAVER TO BE 4' W/ (3) #5's E.W. 21'-6" 8'-5" T-10" S3 1/8":1--0" I �4„SLOPE TYP. 2 STORY L 00 2'-6" x 2'-6" x 1'-0" BELOW FIN. FLR. S3 o W/ (3) #5's E.W.17 - ---� - - - - -}- CJ - - i - i I M ( II 0 0 qi I I I III I SIM. C CC M N I Ilo 1 S3 00, S3 (2) #5 REBAR I 3-1/2" MIN 3000 PSI CONC. SLAB FOR 1 I II -JII§� I 7 VERTICALS w/ in FILLED CELL 2-2 I HERNANDO COUNTY ONLY KITCHEN 1 II F - 2'-6" x 2'-6" x 1'-0" 3'-0" Cl) 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 ISLAND LOW I II 11 �, JJu, i I MIL VISQUEEN VAPOR BARRIER WALLS 1 �i 1 CO o ,,II `� �^ ZI 1 W/ (3) #5'S E.W. I II CHASE TO I I I I( I ■. ISLAND I I II D. . �I� Il /�I L 1 q II S3 N S3 PROVIDE 1" RECESS 12'-6" x 2'-6" x 1'-0" 2'-6" x 2'-6" x 1'-0" SW J "' TYP @ 1 I FOR SGD. REFER TO W/ (3) #5's E.W. 11 W/ (3) #5's E.W. S3 STORY MASON'S SLOPE FOR : WIDTH I7 - - - - -� - I - - - - - -- - - 2 STORY o ZID =-t ■ : -{- CJ I CJ — 3'-0"x8'-O' ICONC. OPT TYP @ REF I� (PATIO I 2S ORY -3 1/2' SLOPE BUILDER TO PROVIDE APPLIANCE PROTECTION iD 1/8 .1-0 _ I SW Y WHEN REQUIRED PER FBC SLOPE 18'-4" 4'-6" T-4" T-8" 20'-7" (2) #5 REBAR I r--_--�... o CC �N S VERTICALS w/ in S3 oo I I. CO i- FILLED CELL ■ _ 1 1 W I I; ; VERIFY LOCATION — v? ----------i-- -- /777 00o S-O" N . . . . . . . . . . . S3 S6 TYP @ 1 TYP @ STORY 2 STORY 5'4" 5'-10" 5'-4" 5'4" 18'-4" 1-STORY FOOTING Fr)0Tlfl, 7 - RTCIR cn- , -- VERI Y METER LOCATION WITH BUILDER 5'-1116' 6'-0" 36'-0" 15-0" + H.B. 7' FOUNDATION PLAN — NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SIN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" • I :� #5 CONTINUOUS RE-INF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ,; • `' 5u "=:•�s'� " ' HORIZ. REBAR, TYP. U.N.O. •�. .�. .,;;:.fir . i **Alternate: - The reil bars shall be �:. • �:. • �r'.:=Y • �r.;• �r cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-T ELEV—Al. SCALE: %4"=1'-0" Z= _ A. Q C' - J " C ,1 -` 0 a ✓�'� - z N 0v _ C1.Q LL C `Z f) O O 3 O U Q (6 `- 15 >'� p W N CV O N CV _o [`M 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 Engineers signature and seal. N CD n W QO E Co O-, U N �t u- G m '] CD N it LL W uJ w a `aY J u- U. 0 O J W �i�rn m¢ Z LL a N M Z O N O = < O U 0 _5 N W ❑�❑ V M � z N M o g Z CD N 2--g I Q J : r m N z 8 � o a--+ N f'B w � V 0 w s Of y c W .0 H J E I , _ � d c co N 0Ogg o w Mw M z< � z � J Lca L- <c O U jE Z o Mg z N �o>�¢ <0z z m� Oa U _ C o U O Z H z � J �m <m aw �z N co 3 0< go Cx LL w a N W W U >O o w v A << 0 O C O i > LO m Q cc 0 CL M C) Cr 0 Y �\ W m Q O ! O 04 N 6i Sri Q CV M Q o ci r N N i O Z Z E O (n N c tl U J Q cc 0 c J JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 6.0 11 I_ , 11 _ ! C" 0 CV M L0 1.173 v v N 0 ca 0 0 i o0 O] M O I N pe) 1.0 `v v cn c, M 0 0 J co c" P7 O I v V Cn O Yrn L 3 a G N E 0 c c J N LZ 0 U U I N -o a U y I Y O v J LZ 0 CN M a 0 a N r M v 0 Cn 43 m Cn INI EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ ` USP LSTA30 OR MTW 12 TO FLOOR GIRDER BELOW @ 16" O.C. x 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft / I I 7-- (D; (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78. ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ; ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: 0 Q SHINGLE: %s' EXP. 1 (z%s) or 75/3z" EXP. 1 (37,6) I I I I TILE: 7V3z° EXP. 1 (32/s) r I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$" x 0.113") NAILS --+--- ---;— —;-- --- t-- 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITYSPF FASTENERS CONNECTOR SYP A META12 1420 9 - 10d x 1 112" HTA20 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 C H2.5A 565 535 10-8d RT7A D H3 400 320 8 - 8d RT3 E META20 1450 7 - 10d x 1 1/2" HTA20-18 F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 G H10A 1040 1015 18 - 10d x 1 1/2" RT16A H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" SDS WOOD SCREWS & (1) 5/8" ATR SPF FASTENERS SYP 1870 1 1585 1 10 - 10d x 1 1/2" 1870 1585 10 - 10d x 1 1/2" 585 515 10 - 8d x 1 1/2" 345 305 8 - 8d x 1 1/2" 1625 1400 10 - 10d x 1 1/2" 2375 11 - 10d x 1 112" 1020 1160 9 - 10d x 1 1/2"& 8-10d 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS 5795 5/8" ANCH. /(26) 10d x1-1/2 3295 - 2 - 5/8" DIA. BOLTS M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" 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 w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 16D SINKERSLUGT2 (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS M (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR ;PLY CARRIER R 2 PLY CARRIER (A) x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—All SCALE: %4"=1'-0" I N ` o LD (J O a) �1 O O U Z3 0 Lj N N O N N o_ C'M 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H! 0 W I- Q o r— �* E 00 op Amy= N C-,�? N a0 It LL 0 o O C n J 00) m it 11 W N! Q rnr-- r-'� w a M0a v Y M LL L a LU� 13 Z O 1O - 0 o Nv LL � _j W WU Y)C) Z cc 6 a Nn cc '�O Cl)LL . U U ZO —j (On W ❑ ❑ ❑ U z c" o o � N z o Q a p N N ZC3Ur o y� 4--1 V 0 w s N C N a U w� c M E 8 '.. L L , .® C Q o 55e U) s o —� S r� o CID J w M J o O - z 2 Q � LL r za oo > N Z aR o Q wz z® F— �a or Z O o w— E ao wo =z wJ � /) p oZ r ox z 'a z Qi J m w �z to Z a ¢ ° 2< wLL go d w W U <p a O NLL JW WF 3 �o O co � o Ia ID °T3 0 C O i J Y ! C CM ^<^ I..L F— Q0 co O O Y M W � m ¢I m O o CN N di M Q N -0 M T-- T E c :Em Z E O ii `° cu d E U o Q p c -j JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 7.1 3 a r+7 L0 L0 v N 0 O O J 00 O7 N 0 I cn N M rh L0 Ln c cn 0 O C> O Z. rb M rM O I LO O 7 V) -Z 3 CV O 1.2 0 x `v C a9i L� O v c U / N .o i :c ri / z I U 0 v 0 J N N rn 5 a 0 N [V O CV 0 0 m O CJ1 CJ3 CJ5 CJ5 CJ3 CJ1 2 X ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT _5 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 (24/6) Or 1Y32" EXP. 1 (3�s) TILE: 15/32" EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .12011) NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. (:Sj 6 2 0_1 Cl) LO U U U : •:B2 B1 A1A: 0 LO V M cQ(yy Q M Q 0 '. Q Q Q Q Q Q Q Q EJ7G • . . .•. . . . . . . . . . . . . . Ilz�T I LLI Uj771 I • I I � I I ; : CJ5 I CJ3 I I :.. CJ1 .... .... .... .... .... .... ... ... .... .... 717 =..7 Cl) LO U U U 2 2 X J X SIS LO M U U U a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 4 S5 UPLIFT CONNECTION CROSS—REFERENCE Cl) LO U U U 2 2 X J X SIS LO M U U U a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 4 S5 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. p CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 112" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 V2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" 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 1 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH./(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C IEPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ D INKERS & LUGT2 13100-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 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS ewl/02 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 SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-All SCALE: %4"=1'-0" I N Z? N 0 CO C ] .� Lo I� Q r: _ J C Q � 1 - 0 ` 0 ' C: U = G- �0 Uj N CV O N N o_ M 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 Engineer's signature and seal. of H "o a o E O M N O N J LL U 0 Y O' C1 J °° J Ln ao N ik LL M tl rn040 ° LL w Qj MOV , a_ Ne J LL LL (1 Ly Z O o0 Q% L m _ L . Q O W m C� to O W Z ILz Co 0 _j a Lo L.Nj Z IY fn 0 (N U O U _i W ❑ ❑ ❑ o g z z o Q m ¢N N V1 z v 0 o +-J w � C) O N, ^ w o C N = 1— VJ L V U co C H U L d U o y v CO �Q Q s N OL CD C') z a LL. 20 a o� V E00 z �° �< D OZ z o ao z w N ~ w a a w U:)rl o IU m o� Z z <� szu 3 S Z 5 W a� Q ) wLL aw N � oLL w i 3 o wa 'O c0 V w zaT3 a O C O i > C� J LO 6 w �LO Q Co 0 O O 0_ Y_ Y DO U) <I O C)CN CV Q N Lid M Q M r O 6 o z cc z :3Cfl E (D a m a U _j =? ¢ p JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. 7.2 , I, l I' 11, 1 ri I ll'IIILl1!111 t pll NI'll'1"I ' I I I M a N M LO P 0 rn 0 rD 0 0 J 00 0,3 I N C'4 M r� LO ID c N 0 0 M 0 J 00 M 0 I v7 ;y C CCr 0 rn 3 H Q O E H 2 E a 0 J h N LZ O �I 0 U N I Y / 0 0 J m L� M 0 O CL N N N M 0 0 rn a m V) GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE O . ♦, O O O 8F8-1B/1T 8F8-0B/1T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS .� • : pi'. ,')Ills: : �'. : i�'. ; : ii 8RF6-OB/1T �. L O. O O, O O O O O 8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T © © O OO 81F20-013/tt 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM do GROUT SOLID o w J �U O /5 BAR CONT. 8F12-1 B/1T O V' LINTEL DETAIL SCALE = N.T.S. 0 mom TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 6 F 16- B/ 1 T U a ip T tNOMINAL tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS cTi-precastlintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR AT TOP MIN. (1) REQ'D G e 1/2" CLEAR a o G • ° M.U. a° a ° ° a G ° GROUT " 5 REBAR AT ° BOTTOM OF LINTEL CAVIT -BOTTOM REINFORCING 7-5/8"ACTUAL PROVIDED IN ' NOMINAL WIDTH LINTEL (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1.1/2"CLEAR CLV)Zw au-� �OOrn a)J �¢UOUJ �- <<069 d m #5 REBAR AT B( N it O v AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a" ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 4'-6" LL �F 4'-2" LL �E 4'-2" LL (E� LINTEL PLAN - ELEV-Al SCALE: )/4"=V-0" N N -0 ("I. _'7 N , OC ` t9 .L C l 2 d / A ✓ _ C C ZS J, O O -3 C U ¢ ^ O IIJ CV O CV CV _o CM O 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. r E 8 J N N o � Q nm rh r uO J w a - to Q N cD LL a. �n co u LL 3 a 5 (� Z O r cuo co L O W m J ���0' d a Z a N c.N) Z tr N 0 Z pV U�uVi >`. 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ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10, GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD, EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F APPLIED VERTI ALLY DOWNWARD AT THE TOP F THE GUARDRAIL OF100PL C0 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" 1 y2' X" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-1-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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM, 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" 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 '7 BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2• FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7. 3. STRUCTURAL STEEL: ASTM A36/36M 05, 4. 7. 4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be install within 1'- " f the building i wall. p y installed O o a bud g side 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 dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - CQncrete over o and mortar along the foundation perimeter must be removed before exterlorPso, treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 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" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 0 CO co L0 Q 7 0 ; ` Q Z C O O ' d W N 0 N N 0 CM 0 4 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. ;.:.:. to W ao Lo cE rot co ac N N m Fo p N # V � C N o m LL u_ a IL Q C J JLL LL W (n W a�0 Z L 0 S (0 W 0�orn Z IL N (N., Z a a: (n C) O U U y Z ;•; W ❑00 U m z � M 0 0 z N z � � � Q J d N N /, ' z Ur c VJ � 7` 4--+ (10 0 w o-�p ^ W p JIM U U o u) • 0 Of co Q N o c:D o� Z E �o w� Zo <� Z® o E U <= o� � x,s` U�wUIora oz ZHO o o <o a wro r< a in o U Ho m� o ofr Z Q1 aw mo o¢ z go iz 3 �< a �w W w N= 3 00 < �� 'o a Mj VCD zl< oo 3 0 c 0 tp �� J LO LO m OC:) CrY C:)V T ^ m / ¢I a o C:) N N LO Q N M Q O M T CD o Z m Z E O % f6 d E U _j Q p c J JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. SN L I I I- lilll_I I l �jllLll `!I"IIQI ll- I l -- I- - - - -- - I - I111IT II 1, Q CID In cn 0 CD 0 0 co N 0 I A N M M LO 0 CD 0 J 00 O I N LO c ED C Cr 01 r 0 a N N E E `o Q� J y 0 U E c 0 cal may. A) i U i z N I Y O o, J t� N N 0 0 a N Z M c 0 z 0 w m 0 cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METALLATH WALL SHEATHING Ilk III la I III 16GAxl-1\2" LONG (3/4"-1" CROWN) 81 1 STAPLES @ 6" O.C. VERT BETWEEN MAX T.. I 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-011 TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 51-011 Q - o STUB -OUT FOR 0 1'-0t1LO 0 0 GAS METER 0 O ~O CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (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 nel 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) FILL CELL STD. 90° HOOK BOND BEAM W Q STD. 90° CONT. #5 BAR T. #5 HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE ti PLAN FOR MORE INFO �\ CONT. BASE PLATE BEARING COLUMN � -'� � �' PLYWOOD FLOOR SEE PLAN FOR REQ'D\i— COLUMN AND ` - _. SHEATHING PER PLAN CONNECTION j\- / v\I /— TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI \�_'——MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN \� OTHERWISE SOLID \ BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. Filler blocking 1/8" min.) Small gap 2" min. 2" max. 4" max. 1/8" gap + / -Web Stiffener Fastener Schedule Series --p 1p26e 2n8 Locn e2 8d iate + ,� BCI5000s® 11-7/8" 2-8d 3-8d - Clinch nails ✓ when % / possible ✓ v/ ��� ! 14 1 9-1/2 BCI 6000s® 11-7/8" BCI 6500s®__14 L 16' 2-8d ymod 2-8d _ 3-8_d 5-8d 6 8d � 2-8d 2-8d 2-8d 2-8d 1) Support back of web during nailing to prevent damage to 8 f - -- 3-8d web -flange connection. �, BCI 60s® 14 2.8d 5-8d 2) Block solid between joists for full length of span. Tight fit g _ 16 2 8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. T11-7/8 , : 3-16d 3 16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. BCI 90s8 14" 4„ 5-16d _ 5-16d required when indicated or max. 16" 6-16d 6-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflange ofctst. - Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D —\\I _ (see table below) DO NOT cut, notch or drill flanges g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — ►= �. MI 6"A 1 2" ROUND HOLE MAY 6 611 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger SIMPSC w/(22)" NAILS 1 5/81 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) �I I II II II I II I_ —I I �— Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM �i SEE PLAN FOR °. a . •.; _ FOUNDATION INFO STEM FOUNDATION A� 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 -- -'f --1 "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height -1 - requirements 0.1 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE a r-REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/META12TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA LOCATION OF SECOND H10A SIMPSON (WHEN wl (18)10d REQUIRED) NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION -12" BELOW GRADE TOP (2) #5's x 4' 0" CENTERED @ PIPE \ PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PVC OR SCH40 SLEEVE / rPLUMBING LINE .q d _ • a'a : n SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION SEE FND. PLN. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE da. 41 dC G N 0 C L ✓� U3 n I� Q Z' •. - c -.� N ' 1 13 ,r, O O -.3 C U +r 5 C3 L— �'->a OW N 0 N cM 0 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. n W Q vE O M C-,h 8 # _ N 0 O - - LJL 0 a0 in tt LL W M Q rnOrL No a Y � n.L 2 JWLL m a o 0: r @ N to IY O J W rrnrnZ a Z Od �Uen� tz MUILO rnZ =; W ❑❑❑ z N M z � S (D J N N z C� o `L Cn LL M — 2 0^ w s iJ ! -N C N ) U c LIJ J E Ar L y ' Q °D 0 Is o M w cM J i Z a U_ �o Wo > a R z® Q E OV z M O a U O N f— 4 O -U as OU O¢ z o o i az <o <o Z �w 1} Ca mf O Z z Q! Cr7 J ti m � ee 4 W 2U oa ZZ a0 �w WCL U w� ao J o w w � � � o O 'a zla o 3 NO = >M J '^ L / rn T �--� Q c� nLO ' Q0 O O Y 0 Y O m m CO M N LO Q c) coo Q M r 6 = Q0 o Z cc Z O ri 0 a U -0 w a o c c °- J' JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. SN 1 3 a N M LO Lo v GO Z2 o Ih 0 J 00 cn r.0 CD N I to M LO v o- N 0 M 0 0 J 0 M N 0 I v 3 a N N a E 9 O Ef J O U 0 U i a� O U :a i z N I Y i O v J LLZ 0 N M O a N 0 N 04 Jj 0 Q si ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—// NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) 16d TOENAILS T & B 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES JL GARA( GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5!8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARASEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE SIMPSON SP2 w/ TOP PLATE (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN @ 24" O.C. EDGES, AND @ 12" O.C. @ FIELD ) SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. C31/2" MIN. o a AMY 131/2"(min.)- 4" - o a. 9' HE" 11 I �Ir 1/2"(min.)- 4„ °o oo - 31/2"(min. 4" J� — a • — — I I — r 31/2"(min.) - 4� y I- '� 1- (2) #5 CONT. 4" 1-4„ 8„ (2) #5 CONT. 4� ,� , '- g„ U.N.O. MIN. U.N.O. MIN TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPK*'CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 j\�QS�GUP eGs SOFFIT SHEET SS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M NMJo s 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY v BLOCK W/ 1#5 CONT. EXTERIOR WALL 11 8" C.M.U. FORM SUBMITTED WITH PERMIT FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'4" (R302.11) SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER �8" C.M.U. TYPICAL G/S3 FOR ANCHOR 5!8 x 10 J BOLT @ 24 O/C W/ 2 X 3/16' BOLT INFO. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL o 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING ARCHITECTURAL w/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR FINISH TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR ' ' GRADE ,, e D_Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 1/2" GYPSUM WALLBOARD ° oo [GRADE 60 MIN. Fy= 60ksi] U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL z , -0 D. FINISH GRADE g 25" MIN. LAP [30"MIN. LAP] CELLS (SEE FOOTING MONO SHOWN I —11_ — FOUNDATION PLAN FOR CLARITY °O 6 MIL VAPOR BARRIER — ; ° — I — °° FOR LOCATIONS) N z_ T #5 REINFORCING BAR R 1 7l8 1x4 P.T. BASE NAILER z I DT T #5 LAP SPLICE FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O." " " 2x P.T. PLATES Kl-1/4 DIA. X 31/4 TAPCONS @ 24 O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3"\�j 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D a � SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM --�LI 1= I I �I D D. 11=1 I I-) I 11— 4 —�1=' D7158-CLASS G or H, or ASTM , ° -CLASS F, IN ACCORDANCE w/ TABLE ~III =� 111=1 �I I �I 1= I �I I - I -I I I R905.2.6.1, FLORIDA BUILDING f I CODE 7TH EDITION (2020) -I I ,�-1�1 1 II 1I I i 11I I I- 8" RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0"QS 3 ALUMINUM DRIP EDGE ALUMINUM FASCIA " N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C EE STRUCTURAL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0!C FIELD. 4"x4" INSPECTION - NOTE: 7. e 3 1/4" BASEBOARD PORT AT EACH * � `(COMPACTED FOR BEARING WALL � . COMP. SOIL. ( COMPACTED TO -I MIN. 2500 PSI CONIC, SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY -rrT- 95%MODIFIED PROCTOR ASTM ITI= AT GARAGE CONTRACTOR ) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR - 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR FIBERMESH" - DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. E � Cl) - - ° L I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR u D _-11 - ? min.) 4" BARRIER ; p �r 4 a A a' 511 o. COMP. SOIL. ° (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. " 41'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-t BLOCK WALL BEYOND — 14 O.H.D. RECESS �} 7 Z M a . 4" 00 SEE A/S3 OR J/S6 ­-111 I I TI FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. v GRADE d —, Ul-I l ,—„ ' (1) #5 REBAR w/ OPT. III=T_11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N _ r M 1 I _� I •4.LEI —III—II • ' n 09 I � T .,t'.:A` I •III 1 . :. L-1 1 P SEE A/S3 OR J/S6 J -1 11 I I I 1l, 1 I„ I I rl ]-P FOR REINF. INFO. 3"MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM a INTERIOR N � Cl)CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ _:E .0 C - CV M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �::-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E� 6x6W1.4xW1.4 N `WWF OR FIBERMESH I — K S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE—,j LU D U ACL m uj ui #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL -r BEAM SIZE & CONNECTION INFO d 2x4 P.T. PLATE Ins" O.S.B. COLUMN LOCATION SECURE 2 4 P I I 1 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE a > J SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LU CONNECTION INFO. SEE DETAIL 16/D1 FOR x T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR u, SIZE AND REINFORCEMENT) o w U) BRICK PAVERS or AB PER " FR I' COMMUNITY 0-0 FIN, L .jjk O �ioo�i. , , ; ooO.0000Go `o%;%,`o�'''-- ' '•---- >i; ice`; ice. .• �. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH FEW IN 114 am, (2) #5 CONT. ON 3" CHAIRS (TYP.) 8„ V-4„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" 13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. 1 l OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /— SLAB STEP & RECESS @ S.G.D. l M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ RCING. CONT. FOOTING STEEL MAT REINFO M 00 Z GRADE LU w I—n.w� z LU 00�_ • • • • - z¢ ILL 0 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N N O Do a >, -- C) 0 � ✓, O 0 C 0 d. 0 Uj N 0 N N O 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � f. - Q n of A 00 O fMg Nrtt C,J N LL V C N O C '_ ," ao 0) it u' W to 0 rn r- I' - w a 0 M v a Y cc LL LL a Z o L OF ui � ' C? ° W 7 N C,O J WW�pjO' a a a z a N coZ N0 Z U U C.)p z N 80 Z m N z g :* Q v J d in r` z U' ° W +-+0V) w 21 D —� O w - N (_ N w� c� o � • Q Y N O� o �w M o U_ a E w z g z �® oa KO �o U° 0 < z O � d W z a z N � o <o ¢� ms U ym O zc/)crzz N co�Z aw 2. dOU a� 0 _ W U � zs aE�3 ik �° J C:)Q O d r �t zl< ° 3 C O .o 12 co J LOLO 6 m m Q 0 co MO OM CrIJ� Y x W m � QI o ai MN Q L0 N M Q M M r o Z Z E 10 i4i C a EC U J Q J JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 „ E a N M M LO rn rn 0 .o 0 0 J 00 M 0 to N Q M L0 cn M 0 3 00 r l) N 0 I N 0 N 0 a i 3 Q N 0 i 0 L 0 J N C% U 0 U i U i y I Y i 0 S J LZ N N N rn 0 0 0 a N N M Jj 0 m 0 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/(1) 10d @ 8" vARIEs O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. WOOD ___,PRE-ENGINEERED TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID �POINTEVERY OTHER + + STUD ++ + W/ (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN CC EXTERIOR WALL CLEAN-OUTWALL rA SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 d a n d STD. WHBEAM W/ (1) #5 CONT. IN OPENINGS /,LINTEL GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4.. FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J - w� T / 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.)-7 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 SCALE: N.T.S. �8x8x16 C.M.U. ON GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL - SCALE: N.T.S. d SCALE: N.T.S. d � e e a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S�CF NpAO'� 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x -- CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET __­ ..—­ W/MOUNTING ANGLE fOP a 9ARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 FNzNG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4. SIMPSON SIMPSON EO TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD z a 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. IN KO BLOCK AT EA. STUD MAIN SPAN ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. FP MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCKId LH ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . AB., SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 14 16d TOENAILS TOT P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �^ F= 2240 LBS �F SIMPSON Q SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 .r NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS SIMPSONSP4 LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �_OVERLAPPING 2X TOP PLATE —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) i (6970# SPF) ►S (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 /— 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. "MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED STAGGERED AA TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN (2) PER BOTTOM y PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. SCALE: N.T.S. e* N 7, O N -_ '-4 o 0" 0- z` -1 CM CM Q 0, c c: C N CL n `I 1, O O � �Lt_ 0 IL N O N 0 M O 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 - Residertial 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W H � co ofr� a p O M co n it N 8 N J 01 V C y O J LL W N LL W Nc,40 LL a Y o LL LL �' a' 111 Z L N V 0 'm car m = 0 � 02r- m m �z W = ILW rn N ¢a� Cn ENO U' Z OU U vvi W 00❑ z m N z z oo � N � � Q � V) ty a) z � o (a U 0 LU W C s Ln c �N U„ 9 J E I () c Q o °� � N 0 • —IO r— O � M NQ o W Z 0( J E E g 0 oLL ? E R Z oa Z 9 O r6 E `s_g a� z U8 0< a Z 14 L < O m E z �2 _ �C�o, N J OY U Nm Z aw E �, < m z W N 3 0a w.0 z ao Iw o yE W <� =3 (7 F To a IIIIIIIIIIIII� co zl4TO C C)i 0 > M J / N m 2 c� �-�LO < � MO M Y Cr Y O � m m a..+ r QI 0 0 Oi 04 M Q Q N N Ln r o h c E E (0 f/1 Z z E O E a .. v � a o JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. S4 Q CV M rn LO Vl 0 0 0 0 J co IM 0 I a CV tel rn rn 1.0 `c 0 0 0 J 00 0 I LO 2 tn� 0 0 3 a [V CV CD d O 0 v c J N 0 U U i N v 'o 0- 0 a ch Y 0 0 LZ 0 0 O EL [V fV 0 GV M N 12 Cn m ,n 0 SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 1� SEE STRUCTURAL NOTES AND NAILING �I SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH &NOTCH AT & (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) 1 Od & FROM LEDGER TO SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. Nz '• BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 1 Od 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 7116" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Old NAILS @ 6" O.C. THROUGH CHORD 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 - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 10d & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 10dx3" @ 4" O/C INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 C ON TOP OF PANEL SIMPSON HGA10KT w/ 4 1 /4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH () MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " 1/2"x 8" "J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM 2 4 RAT RUN BRACING 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL HL W/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ EACH STTUU 10dD ( 2) "L2"x8" " BRACE NAIL SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION r4_" SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 x O 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT BEAST 90 OF WEB BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS 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 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE N(2,)16d NAILS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" L CKIN) (D = 0.148", L = 3) OR EQUAL (D - 0.207", L - 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 () ROWS OF E ES AND 12" O.C. FIELD 0/4 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & _ JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED r_, SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS:: _7 CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL I OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T' ON TOP OF PANEL /t BLOCKING, FASTEN WITH 2x4 BLOCKING W/', EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATI N 1063" @ 4" 0/C (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g - D SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL r/ J� 12 6.9 MAX. SCALE: N.T.S. TOENAIL t (2)16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1Od x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Old XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ 1 GABLE TRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z W \-BRACING w/ (3) 1Old x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'Ix8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS ^— ^ _,UPI I. Dcf,", IVu GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION N W'J V N DYZ WI ( I Z) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. yA 0 a Y CORNERJACK v W z Iz O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d W LU 0 Q CD o O z o W ' � o v O o � — — — — o 0 v W L I d W I I I A NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� 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) 1 Od 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 -a c' (7:) all Co ' V 3 C L)O O w CV N 0 N N 0 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. fl! 0 aof O M r— ik N �.% 0' N (I m LL J C y�j J rn �r-r�' LL W a 6 M v �' Y 0 JU_� a 0 Z L v 0 O� N _ FzNCD M O W �n�� a a Z co 0 a N C, z IY rn 0 = OU U�u�i W ❑ ❑ El Z N M o� z m to Q a M /� �/ � ' z �OCz C �J O w Ow I Ln Nz U w = 8 g t U o C co 1 - Y N 0 O J ¢ co N o z z ¢ U_ t L Z O N ¢ N E r, Q U o z® oa z — O 1= 02, ¢ d o ° 0 0° ° � a z N wo ca <o 0�Z ox z <° '¢w 'Z Z coS� LL¢ a0 5. Cg Fr �LL i3 o CD za a o3 �O 0 = > C'7 ,^ L J N rn T Q 0 ^LO^'' i Q0 O G O m m QI 0 a 00 o NF4 00 Q NLO Q E z z E w m a E 0 Q o C JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. S5 I11 11 lm l l l' III 1 11 I 1 L I [ II II I� l; 3 5 a M M Ln 0 Cr 0 0 0 0 J 00 M 0 I a (o M M LO M 0 CO M 0 I LO 21 3 H a N N a E E LZ J E2 0 U C7 C) U a U z y I i 0 v J LZ M O 0 0 a. N N M Jj 0 a m v (n ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SCREWS 7" /C J CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 10d @ 6" O.C. 314" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN .:A 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONIC. SLAE MIN. PSI MAY VARY PER d MUNICIPALITY I 0 A. T Cl) ' �- I =1 I I -III -I - 6x6 w1.4XW1.a III �I III 11j l 111111 WWF OR FIBERMESH FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 �—PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w ?_S9— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 7) w UJ LAYER 1/8" THICK. in —INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M LL UJ 4"x4" INSPECTION PORT AT CC CL EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 I-1 I I,- 1 r III— STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2-STORY WALL SECTION 1 REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES:USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED o z PLAN ' . INSTALLED PER MANUF. r 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2'1 BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSEE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED 3 INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1 /4" x 2 1 /4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH _ T dT n '-811—�I� �II I�.�IL�I � I-r-E��Ir 8 CLEARANCEMIN 3" INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/1 S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE �! BEYOND I 15132" OSB EXPOSURE SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D O SECTION X-X IF Lu NOT FULL Q HEIGHT SHEET C V) z z M G FLOOR SYST 15/32" OSB EXPOSUREI F SHEATHING w = SOLID 2x rn C BLOCKING @ ALL C SHEATHING EDGES (SEE OPENING SECTION X-X aV C x E W _x E I- 2x STUDS w BEYOND. SEE PLAN O O 1 \-2x4 P.T. BASE A 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 314" S 112" ,I 1!2" � `-7� SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 1 NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VFRTI('AI al (](:KINf, SECTION X-X FFp� 041 N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Yd' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT I PENETRATE SURFACE MORE THANY". F z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 w OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w! 8d COMMON NAIL uj w LL 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } ¢ r 0 ¢ YI-0Ow w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ~ Z Or If oo LL' 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N W � � MEMBER IF GABLE END _U) LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2' • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 HEADER SEE PLAN S4f2x(2) TERIOR HEADER: BOX HEADER(1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE E Op N�FRjOR N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'4" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1AXW1.4 F 'IT WWF OR FIBERMESH ,C . • a •a a .. e ° -III—III—III—I I n ° v a M -III—III—III II _ICI —ICI —III III=1I (3) # 5 REBAR ON 3'CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE I— 00 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. i 7 CI cI C �_ ] 00 C4 I� O 33 r _ u C �✓ � ✓, 0 O O � C6 CG U v ¢�El 011J CV CV 0 2! N O M O *4 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M W 10 C ao � E roi8 Nceoat C,No # LL 0 = to m amp y ±k LL W 0! Nrr` al r� w a a v Y a a LL W 0 Z m M 0 o o O a ¢ Z ILW o N MZ W(n 0 O0 U Z W ❑❑❑ z N 10 (D Z z � N � � Q J — N N^ — z - c� o W � w S V) c in � w m E g I LV' U p J! U)00 • �Q c In l M o Mm w � Z f 4 J LL_ C>- E 0 wz � o Oa Z oa CL �o K - Q z� o N E 8 Q= 0 wz ¢ L Q U '.a m f o U zZ Z N J "'2 cam <w �N N 3 ¢ w Z Z ao osd w0 �w W U a0 oyz =� < E >O CD CD z¢ a OU3 ,o `O = > ('7 J LO LO m m m ICU Q 0 O O Y rr^�^ Y VJ m r QI 41 Cn O o M0) N Q N M Q c� r ui E - E O -i . . O Z W Z :3 E y a E U _j Q p JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. S6 _t I_ Il q,l ' !_ I 1 11 1 I _ I , ��� I 1 ! 9 -I I 1 '1 Till SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-A-T STRINGER CONTACT POINTS E—J 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON I lt2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS // 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING 1x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE:" VVMLL SECTIO FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2xl2 A FACE OF 2ND RISER 3!4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN T' i AND �' GAP TOP AND BOTTOM, GLUED AND / NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT \RS IN WALL 2x12 SYPBBEARS IN WALL x4 BLOCKING FOR 2x12 ,�t��2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LAACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/J" X / AND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32' O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND \ OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER / 2" TAPCONS @ MAX. 32" O.C. / fI EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS \ N VIEW "D" SECTION VIEW "Ell SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" —STRINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT - STRINGER CONTACT POINTS �j J SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER J/ FOR DRYWALL SPACING E SECTION VIEW _ SCALE:' = 1'-0" SCALE: 1" = V-0" -3/4 PLYWOOE ON DECK 2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C --, NOTE: 2x8 DRYWALL STOP \NOT SHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS (2) LAYER t" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT, SECTION VIEW "G" SE SCALE: 1" = 1'-0" CTION VIEW SCALE:" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST :L POST LET INTO ILOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE VTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R VARIES ECTI ON VIEW "H" SCALE: 1" = 1'-0" N a'' 00 O G M Iy Z W `` a -0 LL _ C u j, O O J O U .. _. ¢ a Uj N CV O CV 0 C'h O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N 0 F Q o E N 56_ C JLL cif - a cp r­ - 1 U- W a ai c+Ni7 C' Y 0 rn Co J ILLa w � W W O :'FU�� O W C/) ¢ ¢ ¢ Z a cc N M Z O Z O U U W ❑❑❑ z N M o z N z � � � J d N U) r � z aX 'fit • U o 0 N �Ln w c fa ,n U � w � U � � c U) Y Q r. o Q 4 r_ co w M M U- m h � l.l_ 21 E E o E o� i z® 0 I— NN-C� M UU aiO oa O °aE °w U0amg z W OZa ° ` 9tmazZ 10 O �W fn QJ Q< Z Zo Cx wa N W W— U <0 1~ oz i� oCD w �h co v .0< a °3 0 = 0 J Lnrn m Q cc 0 O O � O Y Y m m T ¢1 +-a m o C:) O N N Q cy L0 CV) O M r C /� (0 i O Z (0 Z _ E O to N cc d E U .°J Q p C 4) JOB NO : 22-02398 SCALE: AS NOTED SHEET NO. ST , f. v LI I_ -- I -_1 I. - I _ 1 11 1 3 a CV r-) Ln Ln 0 co 0 M 0 0 J M O I r� ul LO v 0 O M 0 J 00 rn CV 0 I A LO v cn 0 C 0 3 a i E 0 v i 0 U 0 0 c_l 0 i U N I Y i 0 0 U J r7 C CN M 0 0 a N 0 M 0 0 _ Z 0 w m v 1x4 1/2" DRYWALL DOORJAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr2X 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR COI APPROVAL FOR CONN. APPROVAL FOR CON 1 X 4 r 3/16"0 X 3" LONG E FURRING " " 3-1/4 LONG X 3/16 0 ❑ L FUR. NG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2 INTO STAGGERED @ 16" TAPCON @ 16" O.C. &TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL 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" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX Tr 2'-0- 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)1 Od NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---- ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 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. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �1/4" MAX EMBEDMENT INTO K.) 1F 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-g ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 NOTCH WEB AT ±5^ 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 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS 1 HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS ,R ` rHE ' S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW I #5 REBAR (TYP,) ' = STD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER - DIA. @ 24" O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) / 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* i 2 X 4 #2 SYP SCAB TO SIDE OF 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" XOAE y * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 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. MASONRY WALL. SEE PLAN FOR LOWER D) SET LOWER COURSE OF BLOCK, MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEPROVIDE 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" 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 , ° p D REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. pD. I I * PRESS PANEL REINFORCING INTO PLACE. * 6" MIN. LAP SPLICE W/ D D�- COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. REINFORCING PANEL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE D, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP >- G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° D REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS D 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 \ D (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 16"MIN. (1 STORY) (3) #5 REBAR. (2-STORY) 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 I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY 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 SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. + + �FNOTy + + + + 4S TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS r + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG ( MAX. 4'-0") SECTION a@ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF RHFFT n,) Amn 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: 31� - , 2"x BOT. PLATE W/ (2) 10d @ 6" O.C, 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA 12" 0 C NOTCH'WF� @ FIRST COURSE @ `1/4x1 1/2"SDS SCREWS ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK PL H RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. • I I 1FILL 1st 4 COURSES LI{" SOLID W/GROUT a 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 REQ'D, 1'-0" 5'-0" INISH FLOQR ° • o .. #5 BAR p. 1-0' • I>° CENTERED W/ g D • i► 9 d IN TOP o • KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .► • ° DIRT ? z ° STANDARD b s 9� #5 BAR IN HOOK N FILLED CELL STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4 x5 MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. O ty -t.` r': r- - c v O r� L- O I LV CV N O N C- > O C•M 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 Engines signature and seal. as W Q v E OD OM 8 N_ - # - V 0 A C ,fj J , 00 co :It Lu N tl1 rnrrZ Lwa rNi CD a Y Q M LL L a w Z 0 �o Lyo 0, O J W W � m Q 0 Z 00 a MZ ern 0 N O U v= N Z W ❑❑❑ Z N m a o co z z � Q a —J N N z c� � co c w y � V �0 c N v w I L U O y N D 0 �0 Q N O r_ o Cfl z w Cl) M Z o S z Q LL_ � Zo an Q 0 E_ wo za Co ru &a 00 o� z o tt w z =w a pS p mE � - � xo'z �a o zCJ)� N <b aw zZ N> > CD-� �O < Z� O Q wU W C) wLL w o a 5 o Oto zzk a r 3 N O = > (� J LOLO m Q 0 CL co O O � O Y Y m m QI 0 W0 0 N CM .0 c\ LO M Q �O M r E = o z cc z E N a cc a O Z U d ¢ o C JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. SS CM LO M v v N 0 0 J 00 M 0 I a cc M LO 0 8, Q to J r" rn 0 I LO 1.0 cY 3 Q N N a 0 0 J N 0 U U N U N 0 i A2 Cn CL I Y i 0 J tZ El N S 0 a N N N S s m CROSS BRACING DETAIL (TYP.) SCALE: NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITPl-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS Vr/ L-IWUJ ' LllVl 1 11\VVV rr Ll../ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEENEA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. 1 A �/—WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM k , 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 TIE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS 3IMPSON HUC41 Owl 6d INTO HEADER & Od INTO BEAM - SEE QOF PLAN FOR MOI NFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: NTS SEE PLAN FOR CANT. COLUMN SIZE & BASE L- 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM_-. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER — SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: NTS SCALE: 3/4"=1'-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION 1F 2x DOUBLE LEDGER, ATTACH FIRST PLY W/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY W/ (3) ROWS OF 16d NAILS AT 24" O.C. SIMPSON LUS26 w/ (8) 10d NAILS — OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS VARIES - ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR 1j— 2x STUDS N 16" O.C. ATTACHED PER ADDITIONAL p w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING LOOKER 8d NAILS AT VALLEY TRUSS NAILING SCHEDULE OUT ( @ , 4" O.C. INFO. SP2 w/ 12) 10d NAILS AT TOP 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHOEDS PER THING INFO. 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON VNAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS PLATE & (2) 12d END MIN. 2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR BOTTOM CHORD PLATE MORE INFO. GABL LOW ROOF/WALL S2TUD NAILS TO EACH VERTICAL SCHEDULE TRUSS SHEATHING ATTACHED ) / PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN 2x4 BASE PLATE WJ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE — FOR WALL LOCATION SIMPSON LSTA30 w/ , SIMPSON MTS12 w/ (14) 10d x q (22) 10d NAILS OR (2) 16d NAILS TO EACH COMMON �� 1 1/2" NAILS TO BLOCKING WOOD WALL SIMPSON MTS12 w! TRUSS/ FRAMING r BELOW @ 16" O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2 NAILS TYP TOP & BOTTOM SEE PLAN 16d COMMONS I� 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. r,> �1 STUD TYP. T&B PER NAILING SCHEDULE & • . MASONRY WALL BELOW: SIMPSON i (3) 12d TOENAILS TO a HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORIPLYWONG PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS TRUSS OR SEE PLAN FOR � ROOF SYSTEM TOP OF WALL ; OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN e (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER °. W! 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR •. TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. SECTION @ FLOOR FOR CONNECTION MANUF. FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS &SECTIONS N 00 L .: ® t a r +, 6 r= `s- a) ` y L ✓� G O 2 E o LU N CV O N N O M 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. a� W ro Q O � Nco Xk � V 0 N m a , LU uu- uu a _ o. Yxnn J u_ �. a S 0 Z _� C Leo L O O � m N � f O W��OjO' IL d¢¢ a _= t7 N M Z K 9 O U_j Z pV (0 ADO W CD z Z Z N M n Q d $ N zC1 �- � w � U �� N U E z 8 p i..... io U Q 'o Y o w co J N o� ¢ z Q ii � E � o o w= Z. _® oa Z ICU o N 2v U0 as 00 az o wo ¢o ww ma N c C h s� zr � Z Z (� J m <w iz a`° W �� U wLL ao aw �F z o CO w, �a n'_ "IT zla � 3 y O > Ch —I Lnm < v � L Ch Y Cr O C0 O m T 4j 0 a--+ O _0N C) cOI CV -cs N Lid Q N M cM r E Z' o z M z E•• v; a U � a Q p c JOB NO: 22-02398 SCALE: AS NOTED SHEET NO. D 1 —1 _ 3 a N to M u7 L0 0 _ 0 M 0 J CO M 0 ! N Q LO v c rn 0 -n C> 0 J 00 0 I CNV L0 V 0 (/7 c 0 3 a i L. 0 LZ v c c J N 0 U 0 UI U 0 a z N ! Y i O V J CV 0 M 0 0 CD N cz M 0 0 a v N (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 1Od NAILS BENT OVER TOP SIMPSON SP4 w/ 6 1Od x 1 1/2" ( ) (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL Q BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO A O SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR BLOCKING 2 OF MASONRY & 8d NAILS T/B FLANGE / 1. APPLY SUB (3) 2x #SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS F OOR + STUDS w/ 10d @ 2 2x SPF TOP PLATE () END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS • 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. • ;o SURFACE Qq 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ 6 10d () 1 1/2" CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ 6 10d x 1 1/2" CLIP EACH SIDE ( ) SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON x INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @END OF •• CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB °• • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL - 1 1/8 RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING w/ 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED U. SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUN ABOVE AT TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° VERIFY W/PLAN 8d NAILS @ 3" O.C. JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ t-JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d T/O RIM BOARDSHEATHING & BOTT OCHORDS TOP (7) 10d NAILS & (4) 1/4"x214 TIE BEAM @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING AJS BLOCKING PANEL @ 24 1/4" TITENS SIMPSON LSTA30 FROM WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. 2x8 OR 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION (2) (2) 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP 10d NAILS B OSIMPSON LSTA24 CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION PLATE SEE PLAN _ w/(18) OF CRIPPLES IF LONGER THAN 8" P - I.Jq 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. (CONTRACTOR MAY USE RTT CLIPS NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT TOP PLATES LENGTH ON STUDS WJ (11) 10d 1 SIMPSON LSTA30 w/ 22 1 () ( ) Od ) II NAILS TO STUDS ABOVE & 11 10d ( ) NAILS BENT OVER TOP PLATE THEN DOWN THE FACE OF 2 - 2X SPF TOP PLATE O HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE ial 2 x 4 #2 SPF STUDS NAILS TO STUDS BELOW. HEADER/ STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER INTERIOR HEADER NAILING AREA (TYP.) G (2) 2x HEADER �� E 5J8 A.B. 24 O.C. AND 6 FROM @SEE MIN (3) 2x #2 SPF STUDS @ (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS SEE PLAN FOR COL. SIZE 2 SIMPSON MST37 () CONNECTION SEE PLAN Jr. 7O EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP STANDARD HEADER CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x S ILL PLATE w/ SIMPSON LS30 w/ 6 ( ) PLATE SEE PLAN 12d NAILS AT 6 MORE INFORMATION FLOOR SYSTEM OR BASE PLATE 2x CRIPPLES 16" O.C. 1Od x 1 1/2" EACH SIDE 2-STY. FRAMING , O.C. TYP T & B SIMPSON SP6 w/ 6 10d x ( ) C B B C SIMPSON SP4 w/ 6 10d x 1 1/2 USE P RE -ENGINEERED () ( O FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 T W/ (2) 12d TOENAILS /B AT EA H N F 2 10d TOENAILS C E D O O BAND JO►ST & BLKG. �� (2) 2 x #2 I 11/2 F ( USE SP8 OR 2x8 WALL) @ 24" O.C. j H SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. EWALL OR BEAM WALL) AT EACH STUD AT HEADER / IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP(BLOCK 2-2x4SPF () 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6FEET, SOLID) �\ STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES �� N FROM OPENINGS BE SPACED W/I 6 O OPENING NAILED TO STUD �� A SIMPSON LS30 w/ (6) 10d x 1 1/2 IS SEE PLAN FOR 2 x CONT. T & B I AND MULTIPLE STUD PACKS PACK W/ 1Od NAILS @ 8 O.C. I AT EACH END. T BE INSTALLED E C O COL. SIZE x 4 # PF STUDS B 2 2S G INTERIOR HEADER O TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ 18) „ ! „ G I / 12dTOENAILS. 1 2x SILL PLATE W 2 () ()BOX 16d NAILS & 5/8 HEADER AT 16 O.C. U.N.O. 2 2x HEADER E F I TYP SEE PLAN F HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. SIMPSON MSTAM36 W/ (7) FLOOR TRUSS/ I -JOIST SEE LANEXTERIOR TIE BEAM ANCHOR BOLT w/ MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE f F D 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 10d 1 1/2" EACH SIDE 1Od NAILS & (4) 1/4"x2 1/4" TAPCONS NAILS WRAPPED UP AND OVER TOP PLATE 2x CRIPPLES @ 16" O.C. w/ w/ (6) x PROVIDE BLOCKING SIMPSON SP2 w/ (12) 1Od NAILS AT 6" SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS . � ,. ' .`'� . �� . �, �. � ` . � -- � _ � T ON SP1 TOP AND SIMPSON w/ (10) 10 d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. • ` - *PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN _ _ TO ANY GIRDER TRUSS IN THIS SITUATION. CONNECT G.T. TO 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS AT TOP AND AND EXTERIOR FOR EXTERIOR 2 STORY WALLS ONLY. HEADER CONN. �a 2nd FLOOR s STUDS BELOW BOTTOMEADEESSTHAN8" 5 SHEATHING CAN STOP ONCE UNDER 2 STORY COL. @ GIRDER %ARE OOR PLO SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. - - LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. _ — ADDITIONAL STRAPS SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION REQUIRED AT TOP PLATE TO STUDS TO MATCH HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 1Od NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x4 STUDS I MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN DOUBLE 2x4 SIMPSON LS30 w/ (6) 10d x 1 *FOR OPENINGS LESS THAN 1/2" NAILS AT EACH END TYP. 4'-0" WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 112" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" O/C F.�-T - - - - - _ 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ END OF HEADER. SEE EXTERIOR HEADERS 2x SILL PLATE W/ 12d TOENAILS. • � N� 2 �48•-X�T 2x STUDS 16 O.C. @ " W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) (2) OPENING LARGER THAN 4 ft (2) 2x O TOP SPLICE i1gj� A (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 1Od TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR 4 FEET LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON g IS GREATER THAN LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). ' SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 1Od NAILS SIMPSON (2) MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ,'' W/ (2) 1Cd NAILS NAILED TO STUD PACK / W/ 10d NAILS @ 8"o.c. FLOOR DECK FLOOR DECK @ 32x4 BEYOND AGAINST 2x8 DOUBLE ol 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. aC� 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9_� FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL �o 1 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. CV o z- LD r' - c _ L ( - - �- G U > > a 0 W N N O N O M O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q r- rA E rZ O M N Ih 3k O N J C > y a0 N :t LL W fA rnrr; w a O 04 c70 a YX Q J LL LL a L 7 z o r o60oLu ±' ;X O & QW Z o¢ 0LL02";; L WD N v_j0Z OUn W O❑❑ V M � z N co o� z z o � Q J U N N z CD o c LU O w s cN c N t/) =' ® U � W J - L U o q L u' w Q N 0Cc • soy o w Cl) h z Q J z® E O0 wz Da w¢ � o� Z O o az wo a � y� L Q O � J m E rO mm o za 'a Z N J V) aw ° o z z go d wLL a mw W T f 0- = w= o O 'ate �l< 3 N O i > M J LOm Lid co co F-�- CD CID M :3Mo Y O � m m QI � m 45 o N 70 N Q± L.ci Q N M Q r1 M r E .T i O z E O a E U 0 'a p JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. D2 16" FLOOR SYSTEM SEE PLAN FOR DIRECTION 47 11 EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS W/ USP NAILING SCHEDULE SPT22 @ BASE SEE J/S6 FOR MORE INFO. 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. FLOOR GIRDER SEE PLAN FOR CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" 3 a N PM r'M LO L0 N O CrO cn 0 Cc 0 0 J 00 PP3 N O N T3 co M LO v 0 CO M CD 151 00 PI) O N L. LO O 0 3 Q N N ii E E S O C C J y a� O U C O UI U a i U :n d y ! / 0 O J N �i C) \ r� 0 a- N O N C, 0 0 a m 0 USP LSTA36 STRAPS - ATTACHED TO FLOOR TRUSS /BLOCK OR RIBBONS 2x CONT. RIBBONS W/ (4) 16d — NAILS OR 2x4 CONT. BLOCKING W/ (2) 16d TOENAILS EACH SIDE EACH END TYP. TOP & BOTTOM PROVIDE SOLID BLOCKING BETWEEN TRUSSES UNDER WINDOW JAMB CONDITIONS MIN. (2) 2x6 W/ USP JUS26-21F EACH END DOUBLE 2X TOP PLATE 2ND FLOOR STUDS SEE 5/D2 2X BASE PLATE CANTILEVERED FLOOR TRUSS MAX. 8" CANTILEVER USP MTW12 EACH FLOOR TRUSS TO 1 ST FLOOR WALL BELOW 1ST FLOOR STUDS SEE 5/D2 CANT. FLOOR TRUSS @ 2 STORY WALL 4� SCALE: 3/4" = 1'-0" N 7 CO N Lo r. �✓ _ �0 � 0 0 L ¢� 0Ll1 CV CV O CV CV O 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Q C) E m NUJ O N804 C O J LL c O 7 u7 a M QN u)'r;W N 0 fL Y LL tl W Z m c O L «� O ~ W O '0:od W��°'°' Z LL a N co Z Y N O Z O U U (.9 mm Z N Mo O O z O N Z � Q J _ d � N C')V J '2: V ) 0 4-1 (� w � a U O W S U N C erg r z J EE _. N L N Q N Ol CJ chi z Cl) zo Q J E N � zn ao Q V wo § ao z® O a Ca X U � Q jO O Z O (_ N Ep xz N i wo ¢o ¢w m0 p C _ C z Yz y0 o z z � J a ° ¢w z m zo <U Cl-tZ z W z= a � JZ IIIIIIIj C) w a V za 03 O C O > (o J LO rn �\LID co CD L j O O V ! W m QI 0 O C:) M N 0) Ln Q N CM Q cho T (D m o Z z N c M FL E U v Q p c JOB NO: 22-02398 SCALE : AS NOTED SHEET NO. D3 rn 3 v cn M LO ED v tn• 0 O 00 M O I Q CV LO v (/7 0 cD 0 0 J rb N 0 I o, 3 a N 0 0 v c C J N 0 v c U U N O a V a z I Y i 00 a� LZ 0 N 0 0 0 CV Jj 0 N 4 m FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE i WEATHER DOOR ROUGH OPENING SLOPE RESISITIVE 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 BARRIER 7 TAPE EXTERIOR WOOD FRAME CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. �.� SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. AI RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (ASSEMBLED WINDOW) 2 NAIL BRAND OR EQUAL WEATHER 0 CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of Ir PROOF CAULKING draining to the exterior water that penetrates the exterior cladding. WEATHER � SELF ADHERED FLASHING BUILDING PAPER RESISITiVE 2 BARRIER SEAL TOPS OF JOISTS 1 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 UNDER DECKING SUBFLOOR (SEE DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontal) PP PP 9 p PP • Y, SELF -ADHERED FLASHING 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 HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head 2 flashing and seal with tape 1 2 Q R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing Installed in Y P Y Y P P P Y 9( accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW ' SELF-ADHERED FLASHING 1 SELF -ADHERED FLASHING ' Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid Iced membranes g Fluid -applied PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1) SEALANT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ �� (BEFORE FOLDING, SCORE RE SE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT � WINDOW BUCK TO EXTEND MINIMUM 6" ADHESIVE AS SHOWN) contraction, , , or other a appropriate ASTMC1281AAMA 812thapproved standard as for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF ° i MASONRY VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK 4 2) SEALANT JOINT THRESHOLD t shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall WINDOW FRAME MASONRY PER CODED SELF -ADHERED FLASHING O l./� � �', j finish or to the water -resistive barrier complyingwith Section 703.2 for subsequent drainage. Mechanical) attached flexible flashin s q 9 Y 9 shall comply with AAMA 712. Flashing at exterior window and door openings be installed in the 6) SEALANT shall accordance with one or more of TOOLED REQUIREMENTS BEAD BRIDGING V/ 2 following: 2 CLADDING AND WINDOW FRAME SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration - 3) SEALANT WINDOW FRAME TO WINDOW BUCK ALL THE WAY NAILING FLANGE q I 4 manufacturer's instructions in accordance with the flashingmanufacturer's instructions. Where flashing instructions or details are � 9 O AROUND, INCLUDING SILL. 2 SEAL TOPS OF JOISTS 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER BOTTOM NAILING 8 O UNDER DECKING DETAIL WP07) 2 7 drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. 99 P g P 9 FLANGE (SEE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. BUCK D IINTER SELF -ADHERED 1 SELF -ADHERED FLASHING �' FLASHING �' SELFINS 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND ACENT HALF RO ND WI WINDOW EXTERIOR DOOR WITH DECK DE CORNER 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. - SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. • Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath SHEATHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDDHOUSEWRAP _ PATCHDHEREDFLASHING STRUCTALATHTWIN TRACK 2.5 stucco FLASHING AND WATERPROOFING METHODS TO BE USED. 3/4" CEMENT PLASTER ° ° 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE DOUBLE ® O ° ° a 7/8" Cement Plaster 'V'SEALANT SOCKET WITH JOIST ° ° ° ° °° TOOLED APPROVED SEALANT SINGLE WOOD BEAM Foundation Wall ° in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ASTMC926 in accordance with SELF -ADHERED FLASHING ° ° ° ° 2 Felt backed metal Felt 3" MIN x.:, x?� lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Q 5 ,� Building Paper ' ' ' Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. Metal sheathing SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING ' SELF -ADHERED FLASHING ' . • FOUNDATION WEEP SCREED ' EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Flashing Weep Screed SELF -ADHERED FLASHING 2xFRAMEWALL i Installed As Per Manufact. Specs. PRODUCTS DETAILS V/ j STRIP OF SAF LEGEND SELF ADHERED FLASHING Maintain Stampede or similar TILE FINISH i (SAF) o Bottom Of cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT ` Wee Screed p joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK � > / BARRIER (WRB) -- \ BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER- \' SELF FURRING (SF) LATH %� \, 1 1/2" to 2" Above Roof - Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Q PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS \1SStL\� Manufact. Specs. V-4" PER PLAN Detail Instructions 1'-0" PER PLAN °� WRAP DP WRB ONTO I THE VERTICAL 1/2" Cementitious Refer to the number marked as # in each detail that corresponds to the P SURFACE TO TOP OF `'> Cement Plaster Decorative Finish numbered items in the list o instructions below: ` FLANGE AS AN AIR in accordance BARRIER with ASTMC926 ®,o o,o• All inside and 1. Install self -adhered flashing in order as shown by numbers barrier form g"CMU SLOPE - - - - ( 3-1/2"INCH FLANGE over wood 2nd o• .o'• G •.G° • outside corner will floor to be 2. Install flashing and weather resistive to water shedding ° need miter laps 4" OR 8" CMU ° ; _°'o.G•o I cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) Z Z �. �� -� �� ����� ��„ �,,,�� .i STRUCTURAL FRAMING 'o• G•• o•� butt joints need to G•o 0 0'• 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT a g g I� ecau • o• •4'• blkd using °°o e embedded in the adhesive layer) - for ease of installation and to n o_ - n" STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts ° a THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and a I- cn DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" X 6" ° ui 0ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED W W = ACCESSORY I BOND BREAK WRB 6. Fold as shown by arrows ° ° ¢ w SF LATH II 7. Angle of corner may vary, adjust folding of the flashing accordingly to ° Cn � fit tight to corner VINYL SHOWER PAN ° ° ° A I IDS I Note: 8. Mechanically fasten as necessary ° SLOPE ° lls The building paper and metal lath must be _ Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster 4 CONTINUOUS TINUUS BACKER ROD ovr a 4 a & SEALANT 1 stfloorck a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER . SCALE: NOT TO SCALE N f' C .: C, L C9 7- J � J CL � ,� 0 O -3 C U :. > > 4 W N N N �o co 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. H a o E c o rN Q m r at N_ Op cc,Nik J coO C1 O Oc W 7 ttn 00 N * '� W M �rNiv a Y Q JLLLL a�� 0 Wo @o o~W 0 m rn a Q Z LLW N20 M Z N O 3 0 U U VVi _ Z W ❑�❑ Z N th O Q M V) Z v a-1 f>3 cn w O N N V) U M w m f t 8 si U =o • N Ol Illy o co w co CO0 y Z ¢ 0 zo oLL >- z® E OV z oa ICU ro 20 V a Q0 O Q O C O n o wzo az 04 L ¢ p aw m0 (p z � o ?z Z� � Z U' > � r w Z V W d wLL <0 az N� U & oLL FH = w� Milli! o co 0oa >° 01 Z¢ V� O J L / L0 m _ Q ICU (D co MO OM O Y Y m_ � m � QI cn 0 0 m o _0 N U) CM-0 Q N M Q cM T E o z E CU m tL E U v Q O c c _J JOB NO : 22-02398 SCALE : AS NOTED SHEET NO. W P - - I )"A 1 1 1 1 1 MIMPYWIMMMA Mounting Brackets (110 GaugiI 4-V2*x4-1!2'x2-12" port W) See Anchor SOedule / 11 Right SfaCket (16 Gauge) 1/2" Dia. A325 (Typ') ,#14 If -Drilling A screws 10-5/80- A/C Unit WtDm Edge If Hurricane Strap Washers (Typicak 3 in front) Front Cross Support Self-lLoicking Nuts (May be cut tow) Left Bracket 0 6 Gauge) # 14 Self -Drill Ing Screws Thrut Brackets 8 Back Cross Support Into A/C Und Bottom Side (Typicalt 3 each side for hurricane use) -Nir-lik tnowlLbu.. - pin..W lvub ­43 Bral- Riol000l Sod Dtoreeing avadollelo, upon nolsom fist will apply) Florida Department of Business & Professional Regulation Building 0odes and Standards Product Approval Application Detail Pavel a lvlarL t code Intity or 2" Dore, P", Pat Tinos, Version Manufacturer COMMA Submitted IaC Acaroldid Ai status, AIT,-.dl.n 2020 Smort Vent products. Inc vichavi Grohs. H inmea F Noren. P E Locke Bo"Im P E 12MSM20 42ilent,20 1212&2020 AIV-4 cat"W Structural compononts, ($77) 441-03M P E- 73r, 8 (334)300-1800 SubCaretionn products Introtiluced as a Re W it of N- Technology cobvIkince W�hd Evel'.b. R.pW I-. Florida Rexpistered Ardiftecl cra Umsed Florida P,.ressiamal Engineer FLOM-1111111sesiduct, Quality Assurance Aptirosiod I% Us& AparoYed for use Impact DOSIon AMA Numberrol-ludes, Product Contract Emilodio. a*, in KvHZ outside HvHz Peskiest P.- I Mode 41540�510 F .0. Fl000l nd V-11ahon V-1 1203112023 Y y " NIA .10W�100 2 Model 01540 511 D� F notion Flood rd Ventictim Vent Z: iWU2023 Y. Yes NIA -100,1100 3 se'rivent Moll. le 54 520 hnsdatZ Flood Von 2J3112023 Yes Yea NA :1100t�00 4 __dssm M.0211540-521 Irsulsed! new Vent Z31/2023 Y.� y I N � oc � 00 5 Sma ontMod.101540-524 16Aquld;G;vnNeDoorFIcxz1Vwt 12023 y as Y . N A 1A I SmadVontMod,111540570 Wood Wall nNiated FoadVent ;2/3 201/2023 Yea Yes NIA -1W 1DO I am.dVent Model #1540�574 14 5&qud: Geroge Door Flood! Vent I Z31112023 yes Yes NIA NIA Florida Department of Susirless & Professional Regulation Building Codes and Standards Product Approval Application Detail pea. I of � 74rA2 M-IR Z W Qft bafty or Dial 21111 pallis pondina 01" mm vorsion Manufacturer Coined Engineer & License Validated a, ValidAild Subhdtt,d FBC Anonsvel A-d stal Rewi,mon 2020 Drool Metals I., Jason Shumate Zachary R Pri.at Lease Bavdor E 08110�20 D&OSM21) OW20RO20 I Wl NM20 Applaxed C *=: Rooling 50Z 303-111, PE-74021 (334i 3oo. 1 aoo S= . Metal Rocaria j,h-teadinsurraccom compliance Who& E�Slbatken Report from a Fiance R.9sterad Architect or . Licensed! Florlds Proressimal Engincer FL#I?M-RE Product, Awovid! for Use Amoom for Use Impact D"AM Product Desoldpilon Dole In HVKZ Resistant Pressure DMC 1001,15, DUC 15088, I)MC 1�5& OMC 2008, l213lf202`5`d` Yes No NA tIN-180 DMC 5V Florida Department of Business & Professional Regulation Poos, 2 of 4 Building Codes and Standards Product Approval Application Detail 20 T_ Versiorn Manufacturer Contact E,olneer& License Validated Validated suboo Ifted Approved status R�xslorl 2020 Tharrna-Tlu corp-tim siave jasperson Lyndon F. Schmidt, P E Ryan J Kma P. E 04tl 5=1 12131172020 04t22/2021 OaM&2021 Apprwed Cat"olry: Exterior Doors (M 843'7626 PE-43409 (61 S) 767-6555 SubCatei Swingng Exterior Door Assornlok. jaxNe­n@t1r-mtn.i Compliance Madond, Evaluation Reportfrom a M Florida Registered Architect are Licensed Florida lor.fassional Engineer FLA2Q48B4?6 Produce Number W Name Dust IV Angling ApprovedforUse Product Description Contract Eminstan Date in HVHZ ADbT*v4dfQftJ** Outside HVHZ Impacil Resistant Desion Pressure I F,ber-Cbssic and Smooth. Star Nominal W30,8 J1quotInnipactliquot; Opaque Q131=22 No year Yes NIA Composite Edge Fiberglass SrBe Door (I hsWng/OuI%whg; X beelleursattei 2 b. Therma-Tru Fiber-ClassIc and Smocon-Stir Nominal 59#39r,8 &QU0tlrrIiorCt&qWt Opaque i2f3l=2 NO Yes Yes NIA Composite Edge Fir berglass Seigle Door with Sclolee(s) llns-naiOutswrs, XO: OX. OXO 3 c. Therma-Tru Fibe,-Ci.-c and Smcoth-Star Nominal 69M8 &quortl mp-tIliquot Opaque 1213112022 NO Yes Yes WA Composite Edge Fibeinglass, Double Door Wth or without Sidelfts Rnsviing/Ovoewng: )0(cc OXX0 config.rators) 4 d Therma-Tru Fiber-Clessic and Shooth-Star Nominal S&MO &quatIrripactilquot, Opaque 1213112022 NO yea Yes NJA Composite Edge Pi borglaini Single Door (I nswinglOut-loV. X ocidguraborn) 5 a Thernui-Tru Fiber-Classh, and Smooth-Slar Nominal 8&#MO &quctImpact&qLW Opaque l2f3l/2G22 No Yes Yes N/A Composite Edigs FI bergeour SIrVIe Door with abbi (Imeng/Out-n XO. OX or 0XO Config.rali 6 f nherma-Tru Flibel-CAasec and Smooth -Star Nominal S&#3s0 9quot*Impact&quot; Opaque 11 2t3l t= No Yes Yes N/A Composite Fidge Fiberglass Double Door wth or wrill-tsid.11"s (Iftwirwoutswing; XX or OXXO configurations) 7 9, Therma-Tru Fiber-Cleavc and Smooth -Star Nominal S&P39.8 &qU0tIMPaCt&qWt, Glazed 17J311= No yes Yes NfA composite Eclao Fi balmliess Single Door llruswrqcuthwirq� X "'figuration) 8 Ir Therma-Tru I'llo-Ciassuc and Slooth-Stal Nominal 8&0391,8 &qUol mipactloi-t Glazed 12131=2 No yes Yes NIA Composite Edge Fiberglass SirVI. Door with slidelite(s) inswing/Outsamg] XO, OXor OXO configurations) 9 f Therma-Tru Fiber-0assic and Smcoth-Star Nominal SU39.8 &quotlrnpact%quo� Glazed 12131 t2O22 No Yes Yes NA Co mpoxote Edge R It"Isese Double Door v4 th or without Sidelitex, 9 nswing/Outowng: XX or O>Q(O configuellors) 10 j. Therma-Tw Fliber-Giassic, and SmCOM-StaT Nominal 8"39;0 &quotirnpactiSquot Glazed 1103W= No Yes Yes NfA Composite Edge Fiberglass SmIs Dwr (Ine,wnlifoutc."; X configuration) 11 k. Therme-Ttu Fiber-Oassic and Smoxyth-star Nominal M039.0 &quQt;Irnp2pt&qudt, Glued i2f3lJ2022 No Yes yes NfA Gompositis Edge Rbarrillass SkVle Door with Sidogs) (Inaxeng/OutervAng, XO. OXcxr OXO -nft;;ur;rI 12 1. Tharma-Tru Fiber-Classo and Smisinth-Stal Nommal 8&039-0 &quotirnpactilquot Glazed l213l= No Yes Yes NJA Composite Edge Rbxergil�s Double Dcof with or wthout Sidefit" Ornswing/Outs-rilt; )0(ci- 0)0(0 configunincris) 13 rn Thornna-Tw Fiber -Classic and Smooth -Star Nominal W30 6 &qu.tIrrVacAq-t; Glazed Molded 12*1= No Yes yes WA Open Composite Edge Fiberglass, Single Door gnswrlWOutswing Xconfiguration) 14 n. Thernrna�Tru Flber�Classic and Smooth-Ster N oftral 6&039.8 &cIuotImpact&qo`t , Glazed Molded 12131=22 No Yes Yes NIA open Composite Edge Fiberglass Single Door with Glued 1, Ided Open Sidellbo(s) (I nowing/Ovswing X0, OX:0)(0ocinfigurabon.) is o. Themsei I'llber-Cl2risic and Snooth-Star Nornm2l 6&11 &AuotImPact&quct, Giazed Molded l2t3lM22 No Yes Yes WA Open Composite Edge Fiberglass Double DoorvAth a without Glazed Molded Open Sicelites (I XX oi� OXXO oo-figumbons) 18 ip� Th.-T. Filb-Cf-c and S-th--Ar 8&039:.8 &quotirripact8quot Opaqu l2r3l= No Yes Yes NA 7Nminal is .Mposite ENs Fberg lose; Srlgle Door wqh L.Ided Open Sidelitefs) Onvising/Outli XO, OX or OXO configuration.) 17 q Therma-Tru pibsr�_fassic and Smcolfi-Star N-Inal B&III &I-tinpacAquot, Opaque 12131=2 No Yes yes NIA Composite Ecig. Fiberglass Double Door Wth without G lazed Molcled Open Sidelines (ln&w1ng�OutswkV. XX u OXXO conlig-bom) Florida Departmerill of Business & Professional Regulation Pori di Building Codes and Standards lawl Product Approval Application Detail 911ft ErAft or 29& 211 Done Poridino 292 nm version Manufacturer contact Enednexur A Uctriat vall".4 By Validated supirlittli M Awro" Aporp"d ali Rtnssion W20 PGTIndusiros J... Roso-W MI.A-Ddla OCCO - C�R Mlsn-i-Dd, 8CC0 - VAL llilm2o 10/26=20 11124t2Q2Q AW-d category; Exonlor D-s (941) 48"l 00 1786) 315-25M sulbCategary; Siding Exterior Door Assemble. compliance hNithi C.1111.15.1 Marx or Listing f4AOE-tlLBmdwu Aboroved for use Awroved for use know 22ft Alk" Model Number or Name Product Doscralljolin contnid ed poks in MVHZ Duli HVHZ Resident Pressure 9 70 �I_atgs Misere Impad) V" Slidog Gda­ D- 04 1 yes Yes Yes NIA January 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administratiw Code 913-72, please pro\Ade the inibirmation and approllial numbers on the building components listed below if they will be utilized on the construction project for which you are applying lbr a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 7. 'EXTERIOR DOORS A. SWINGING Thenn aTru Fiber -Classic and Smooth -Star (NON4MPAC1) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) F L8248.3 +31,0/-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7)- F L8248.1 0 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) F L8248.1 1 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries DixAsion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 F L239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 C. FIXE D MI Windows and Doors Series 185 F Ll 5349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243. NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 F L26 1.1 NIA 5/26t2O26 E. OTHER 3. PANEL WALL James Hardie Building Pmd. Cemplank Lap Siding and HardiePlank Lap Siding F Ll 3192.1 - FL1 3192.2 A. SIDIN N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofflt F L1 5272.1 - FL1 5272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 NIA 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/3112025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F, METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V F Ll 7679.1 +0/-180 12/31/2025 5. SHUTTERS A . STORM PANELS Global Protection Products Gal�anlzed Steel Storm Panels F Ll 5076.1 - FL1 5076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F L1 7869.1 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 F Ll 999.1 - FL1 999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F Ll 58.1 N/A 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels F Ll 774 NIA 5/2&2024 The products listed below did not demonstrate product approval at plan rellAew. I understand that at the time of inspection of these products, the following inibirmation must be available to the inspector on the jobsite; 1) copy of the product approllillial, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professions I Reg ulat ion page 1 .13 Building Codes and Standards lr2Sf2022 Product Approval Application Detail In 92112 Entitle or Date Pend I no versio Manufacture contact Enalneer &License Validated By Validated Submitted FDC Approval Apiproved statu Rwision 2020 Therma-Tru Corporation Stexe Jasperson Lyndon F. Schmidt P E. Ryan J King IpE_ 07Q312020 07/12020 07f2W2020 1011 3r2020 Appi-d! Clit"ory. Exterior Doons (WO) S42L7828 PE-43409 (813) 767-6555 Sut-0041101Y. Swinging Exterlof Dw Assemblies on Compliance NkM*d: Evaluation Report from a M F 'pride Registered Architect or a Licensed Fli FLIPM70A3 Professional Eingln- Produ S-9 =_Me slum ber , Namrs, Product Deecriptivin C_!Eaq EXJ%��W Dabs in HVHZ Appro�ed for Use Outside HIVIQ Immat Re nizeant pressure 1 per -Class. and Smooth -Star Nominal W39 8 ftucOmpactl%quirt, Opaque 12J3 yes Yes Yes NIA Composite Edge Fibilpilase Single Door n, (I -WOulovying; X configuribon) 2 Is Therrut-Tru Fiber-Classix, and Smooth -Star Nominal U111391.8 gquotlmpact&quo� Opaque 12131 r2022 Yes Yes yes IWA Composts Edge Fiberglass Single Door with adailite(s) OnswinglO.b.,ing; XO. OX or OXO ccmfiguiations) 3 c� Therma-Tru Fiber-Oassic and Smoloth-Star Nominal S&ili &quorImpact&quoIr Opaque l:j3t= Yes Yes yes WA Compolide Edge Fiberglass Double, Dc­ with or without Sidei (Irs:WngJOub%xJrg; XX or QXXO configurations) 4 d, Therma-Tru Fiber-Clossic and Smooth -Star Nominal 8&#39,0 aquotimpactikeluat Opaque 12f3l r2O22 Yes Yes Yes VA Composite Edge Fiberglass Single Door (Insy-WOutowng; X opirfigurston) 5 e. Thenma-Tru Fiber -Classic and Simmoth-Stor Nominal 9&039,0 Squo1;Impct&q.# Opaque IM11= Yes Yes Yes NfA Composater Edge Fiberglass Single Door wrth Sid.lite(.) (InswingirOutowng, XO, OX or OXO configurraborl.) 6 f Theirma-Tru Filb-Classic and Srinociffi-Ster Nornina 18&#39, D &qxWmpact&qut Opaque QtZilf= yes Yes Yes NfA Composite Edge Fiberglass Double D- with or without Sidelites (lrxawng/Out�nq, XX or OXKO configuni T g. Therms-Tru FIW-Classic and Smooth -Star Nominal 6&#39�8 &qLxWmpect&quat G 2zed 12f3l/2022 Yes Yes Yes WA C-posile Edge Fiberglass Single Door Onowng/Outowng; X configuration) a h, Tbennot-Tru Riber-Cliss- and Shoo"tar Nominal W*8 ftuotImpactiliqual, Glued 121'3112022 yons yes Yes WA Composite Edge Filborglam Singiv Door wth Sidelit'(s) OnswinglOutowng; XO, OX or OXO configumbons) 9 i Therha-T,u Frber-Class. and S-th-Stair Nominal 611,09 8 ftuctlmp ct&quol, Glued lnl= Yes Yes yes NVA C,omposille ENe Fiberglass. =le Doxor wtth or without Sidelhas (InewmiltoutwAnq XX or OXXO configurallons) 10 j 7herma-Tru riber-Classlo and Smooth -Star Nominal 8U39,0 &q-t;lmpact&qut Glued 1 Ml (2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door finswriglOut-angi X configur2ton) 11 k, Therma-Tru Floor-Clasm and Shincroh.Star Nominal U1139,I) &qUct;Imp2ct&qum; Glued 12tW2022 Yes Yes yes VA C,cmpcsrts Edge Floerglass, Sngle Door wth adiellefs) Onswingfoutswing XO, OX or OXO configuration 5) 12 1. 7h-Tr. Filoor-Clawlic and Smipom-Sber N.-.1 8&#3Qr.0 &q..kimpactiquot; Glued 1 Z'31 IX22 Y., yes, Yes WA Compoeft Edge Fiberglass. Double Dco� with or without SKIalitare (Inewli"WOUtowng. XX 0(0)0(0 configurs"pro) 13 rn Themna.Tru Fib-ClaiSSIC 2M SmC,0th­St2F N.mr2I6&9398&quol%Imp2ct&quot Opaque 1 Z3112M Yes Yes Yes NIA Zompolarle Edge Fiberglass Silgie Dioar Wth 6qua1;Non­ImisacAquot; Sidellia(s) (ims-wouterwrQ; XC, OX or QXO configuration.) 14 n Thentrua.Tru R ber-Clamic and Smooth -St., Nominal 69*39, 8 &,quot.q.poctiLquot� Opaque 1MIM22 Yes yes Yes NfA Composite Edg e Fiberglass Ocu ble Door with &quotNion-Inhoact9quot. Sidelites (In"hWOutswng; OXXO wrifiguration) 15 o Therma-Tru FJ ber-Clao,sc and Smooth -Star Nominal S&#3g0 Squot.Impactil,qvot, Opaque lnW2022 Yes yes Yes NIA Composite Edge Fiberglass Single Door with &quot.'Ncih­Impact&q.ot Sdohtef.) 0 nawng/Outexmg; XO, OX or OXO conlig uratons) is p, Therma-Tru FJ ber-Cliassic and Shnooth-Star Noml net 8&#39; 0 &quot; Impoct&qua Opaque 12J31f2022 Yes yes Yes NrA Composite Edge FiberglassDoublisD=wIth &quot;Ncin­Irrrsc1Aquot; S a a Iftes, (I nswing/Outsw mg; OXXO cahl'guration) 17 q, T!,ar-Tru Fiber-Clasak, and Smoxoth-Star Nominal U4039,11 &qL9*,Non-Impaxd1squot: Opaque 12J3lJ2= Yes Yee, No NfA Composite Edge Fiberglass Single Door (I nswro/Oudwng; X configuration) 18 r Themme-Tru Fiber-Cloopso and Sr-rooth-Staf Nominal W391.8 8q�xotNor-Impxsct&quot; Opaque I W1 /2022 y" Yes No NfA Composite Edge Fbeiglan Single Door wth Sdelte(.) prooWnglOutswing; X0, OX or OXD configu,abon.) 19 s Therma-T. Fdw-Claasx� and Smototh-St., N.m,n.1 6&#39 8&quorNon-Impac:8quct, Opaque 120 Yes Yes No N/A -Smiscarle EdgI; Ftbeiglass Double Door with or without Sicielites (IrmwinglOutswing XX or OXXO config."dons) 20 t Thernme-Tru Fiber -Classic and Smooth -Star Norm" 18&#39.0 9quotNon-ImpeoMquot, Opaque I 2J3112022 Y yels No WA Clompoortio Edge F borillaw Single Door [InsWhg1Outswng; X configuration) 21 u Therma-Tru Rbef-Classx: and Smooth-Shu Nom nal 89#39.0 &qwallon-Impact8,quo:, Opaque 12t3V2022 yee. yes No WA Com=te Edge Fiberglass Single Door with Sidelite(s) OnarwinglOubs,-Ang: XO, OX or CXO confourallons) 22 v. Ther-Tru F,ln,.C3awc and Smooth -Star N.m-I BU39;0 Opq- IM1=2 yes Y_ No NJA Composite Edge Fiberglass, Double Door win or without Spdalites (Inswmg/Outswmg: )0(or O)CKO config.rathorlo) 23 w Thommi-Tru Fibor-Classic and SmQQth-Stor Nominal 5&#3918 &quotNon. Impactikuot Glued 1 Ml=22 Yes yas No WA Composite EdIgis Fiberglass SrQle Door O'swirlQ10.1swrIg. Xconfig.ratich) 24 X. Th.--T,u F,low-Classic arid Smoth-Star Nominal 8&#W,8 &quot:Non-InVact&quct, Glazed 112/31= Yes yes; NO NIA Composite Eoge Fiberglass Single Door wfth Sidellee(e) 0n.Wrg/O.IsWhg. XO, OX or OXO configurations) 25 y. Therm�-Ttu Fli ... 4c.rd S-th-Star Nominal 5&039,8 &qucrt;N�1rnpQcI&quot, Glued 12131=22 Yes Yes No NIA COMPoWto Edge Fiberglass Double Doorwth or without Sidefiloe (Invaing/Outswing; XX a CXXO corfig.rator.) 26 2 Thorne -Tru Fibei,CAsWe one[ smooth -star Nominal 88,033:0 &qubtfN­ InVad&quM; Glued l2t3l= Yes Yes No NIA Composite Edge Fiberglass Single Door on"ro/Outswing, X configuration) 27 Ther-Jr. Fbor-Class. and Sm-th-SlIsr Nominal 8&439:0 &q.-t, ,N- I rnpaot8q..t Glued 1213112= yes, yes No NIA Composite Edge R ba"lase; Single Door w,th Sidelke(s) (Inswng/Outawng; XO, OXorOXO configurarbans) 28 A The-Tru Fber -Claaae, and Shhootd-St., Nominal BU39:0 &quatNon- Irroact8quol; Glazed 12J31r= Yes yes No NIA Composite Edge Fiberglass Double Door win or without Sid.14- (I-ir9/Obwmg� )0(cir OXXO config ... b-) Florida Department of Business & Professional Regulation polls 1 0(2 Building Codes and Standards 1512021 Product Approval Application Detail 1221 entity or 091 21" pare, pond DU MW V"- Nerdidtaxna Contact End,, & Licans, Validated EW Validated submitted FSCA-roaii Api-d slafts ReMsion 2020 MI Wrd- and Doomi Br,n Slinger Luis Roperto Lomas St-n M ufth, PE 10,06=20 10006120213 10P912020 12/15121320 Applo,'ad CaI Extenior Doors 4717�385-3300 PE-82514 1?17) 31T-8454 $WCategarlia Siding Ectr- Door Assemblies bthgrQ­d- Compliant. Method: Evaluafich Re- torn a Florida Registered Architect 1. Licarsed Police flit 5331M �d.ssionsi Eno". Phod,ols $we Number or Ham Product Doscriptio Quality Amnersoo, ApoirovedforriUso contrast EXI* Ion ON0 1.1 Aceroyed for M 11111DW KvHZ outside, NV4Z R.61slanit Dixilian 1 ')M:NUM 9GD SERIES 420 ALUMINUM $Go OX0 IM1112024 No Yes No NIA 145. U" q0ot;x80&QuoI; NON -REINFORCED 2 SERIES 420ALUM NUM SOD SERIES 42CALUMINUM SOD OX XO.XX l2r3lf2024 No Yes No NIA 9uqucI;,'0&ciuo� NON -REINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUM.5GO REINFORCED 0XO 12(31=24 No yes Ne NVA l4S-3/4&quotx"&Quo: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUMSOD REINFORCED OX, 12)3112024 No Yes No NiA X0. XX 9"quotX96acuol, 5 SERIES 420ALUMJNUM SGO REINFORCED SERIES 420ALUMINUM GOD REINFORCEDX)V 12(3112024 No Yes No N/A 143&q.M .964qd. Florida Department of Business & Professional Regulation Page i a2 Building Codes and Standards laml Product Approval Application Detail G90 EpAIIV or 291 20 Data Polls- 2�0 Mi2it V`dWer nanloo'" cant"" Endnw a uponst V11"', eV VaIL49ad Submitted facAmrws Approved R"SM 2D20 W.r1D.Ion,. civision fO-..d Door D.ayn. K-1.1, J ohn E Scares JeffimyP Arrosco, 1DA2M20 0%29M20 10r2M020 12M512020 Appro�d Corporation (330) 763-6121 PE-51737 (Wil) 821-5200 Eiwor I dkcmmhQwayn�d.Itph C SapiCatiteen, Sedicrel Gtarlor Door Asomb­ Campilance Method: EY.I.W. Report from . Fields Registered Architect or a I-coneid Florida FLOM64M Professional Enomw Produces At" Qualft A-ance A-,-d for the Aciar-d for U, Wood Ill HVHZ It"Istaill Doolor, 8ODMION200011105 9039: Max wkith 14M39. Mex� height GI I No Y Yo, �31 C-01-35 00 A.Ilebl.11too.oloomedild section 10 800"100200 61123 1 '213 a023 6039. Max width. 14&139; f'hx holghL Glazing No Yes Y., -30.00"3.50 11 800M10M20DA1124 GMS Maxflah 14&,039, Maxholght Glung 12131/2023 No Y. Y. -34 4008 30 In lop 0, rt "modialosodlon. Florida Department of Business & Professional Regulation Feel 1 9`1 Buikfing Codes and Sta ndards; I P42021 Product Approval Application Detail W 4� 0Z W x Mr F. ni ON a-e-W N -No- Y _. % : --- , , _0 -Naft: 0410% K IBM 0 x �190 Entity ol� 21111, ima core pondro 9111 JIM version Manufacturer Contact Wadi IN Validated submitted FBCA-,,* A,,,,d aid, R-Sion 207C CumesDYN. olAADG, Inc Tom Way UL ILLC Troy Bishop, P.E 17ti OM20 12fair2om 12f2112020 ApprWed CaloqW. Exterior Doors (641� 494-21313 ig�)947-08130 SubCon.orf. Everlor Door Components torn.rofterip.-boy.o. CompHonre Nothoa Certification kb rk or� Listing m Quality Assurance Aborro"I for Use Amovid for Lin Impact D"lon iw Prdt D,.,kftn 1, KVHZ outside KVKZ R-Istaird Pro- 1 .1. V��114*717151T 717 His -nd &4 T Single end pairs d I`Wsh, Glued, and I-pvvloneo lingio.nd par, of 12/3lf2= yes yes Yes NIA Doors holl- metal doors. Florida Department of Business & Professional Regulation Pg. I d 2 Building Codes and Standards Product Approval Application Detail Code Dole Dal- Cat. Panding PC- mm Vorsion Illemufacturer contact Enairim L License Validated Bie Validated autproVil FBC Acco-I A,-,d R.14.ton 2020 Ml Wndws and Doors Brert SlIfing. American Architectural Sto- M unch PE 11117RD20 11WIM20 Ila-M2020 Appl-d Clootiorf. Wlnd� ITIT)365-3300 Manufacturers AssocibbOn (717) 317-8454 SwKatogoirr. sirgle Hung tuxtongeromi.ol com Complianois Method: Cordlabon Man, a Usling Quoit, As-, A.-d for U. Ancroved for Use throw Dooh Ill Maribor or Name ended Zinpirstern Cat In HVHZ OUteldb ft*Slstad 2 52172 RoPorge From# IGISG Single Hung I DM=� No Yes NO L-in.t.di Glass -Cu > 2 (D 0 2 CU ­0 CL 0 0 = 0 CU 0 OE L; -, M , - CU J=_ -0 0 E " IS 2 a- li- CUU) -0 '102 . C_ cn 0- < 77 gr'-�A\ L431 cl: C, is ZZ C 0 0 0 -.02 LLI (n L. QD E U) 0 > L- CL 0 0 < - loseeall 0 W 0- LM W Z _J SHEET NO. PA 1.0_ I ..L.4 jl millldilj 141, Ii Florida Department of Business & Professional Regulation Page 6 d 9 Florida Department of Business & Professional Reguis icn pays 1 all Florida Dopertrnent of Business & Professional Regulgition Page 1 art Flaride Department of Business & Professional Regulation Paso 1 d2 Building Codes and Standards IIZM22 Building Codes and Standards 15 17, Building Cis and Standards g ISrp21 Building Codes and Standards 460021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 299E Fifth l Do 2dit Date Pending FBC Approval 29M Approved status gMa Eolihlat GGoa Dale Peadn° aa ggtt � l0�. plat liana Date small Rat Sg� lmkr or Date Pawm Du- gat �! Im Venom Manuficturer Scentafd Egal 2ff 8 License Validated Be j�,J�, �g Version validated vrlaYea l�'y0°fQvtll gaga: �g � ltWKdBCtUM Endnrd Lirms G WA l FBCammva Riga Y,eaigD End -,A Ucsaso Vagdat dEV FaCA-mas Revaion 2020 Th.rip-Tru Corporation SteenJasparaon Lyndon F. Schmidt, P.E Ryan J. King. P.E. IGM72021 OLe'18202t IDs13✓2021 1211Sf21121 Approved Affirmation 2D20 PGT lnduetws Jene Roaa.-eld k9eM-Dade SCCO - CPR MleniDda SCCO-VAL 11M2D20 i1A)5r202y 11/11r2020 Approved Raul 2020 MI Wlndave and Doan Brent Shinger Amencen Arthkeuutal Steven M union, PE 1oN(U202y 1Aro(U2t1�1 IUMS=20 Approved Revision 202g MI Wlntlaxs antl Doors Brerd 9Rtlrper Ametlesn Amh kaounl Steven M. WIW, PE llr}12020 11r2202g t1(18@020 Approved Category: pr Coos 843-7B25 PE-43409 (613) 787.6555 Caelgry: vNndewa (991)488-0100 (78$)315.2590 CMeyay: Windows (7t7)365.33W MsnufaeNrers Asso:atiwl (?1T)317-e454 Category: Wadi 1717) 365-33N Ful-dacturas Assocard. (717) 317-9454 SubCaNgory, M•swinging Extakr Door Assardbibs *sdasp.p ereori@thelmatrU.co SrOCategpry: single Hung JrosewsklMp9pnduarietc "Cereal Horizontal doer bvnngergmkw.com & FiKad pstngergmhrtl.corn Compliance Method: Evaluation Report from a Florida Registered Archaeanor a Licensed Florida m Com allanm Method: Cedric". Mark Lhpng cm Cprplial Method CertificationFkrk m Lg cohm a may mpliane Professional Engineer lLY2]e-Ra6lrodllots fti)153Ri-Ra Pretluds t11HSxa6-ai{readrla FL220451 RT Products Gusty Assrrrvy Approved for Um Anoravbfuuse threats geal Goal assurance Acerovedfr Uat Approved for Use laidailt Di amaML&UUM= AlmevriTor Uea Atoll for UAa Imm DO&E Llualikv Assurance ApprohlaO for Lice Approved for Use lmgBSd � seo# Prtwat Mou4sL Hmara Norma Product Oeesnotlon Corrart Elplrarlon�e MI hVXZ Outside HVMi terry, jp� Froduar Modst. rA.ahrrcwma Pr�{,{�p Jp}QgjZ ,IQgyj $ggjgjMa l?�iBiQ � Product Motet. Jambe or come Pro= Rtseut3aon Contract Exoaetltin Date outside NV)IL pressure 11LtSYF1t ii4lhta0t e�i yl Product Model, Number or Name Product Desenotlon Contract Expiration Date In HVNZ Outside HVHZ Resistant Pressure 2 SHSW (Large Leask. Imp.d) Vny4 angle Hung Wind- 07M2026 Yes Yes Yes WA H$ 466 Fin and Flange Frame 73421insulated deas 02/161 No Yes No .55r-55 1 +8s PW 73 x 72Inmiated Glass 04/= 23 No Yea No T60/-60 1 a Thermo-Tru Fiber -Classic and Smooth -Star Nomi ustf it Ni 8quMh o r-martd&quok Opaque 12/31/2022 No Yes NO WA Composite Edge Fiberglass Single Door (In ivaiglOulewing: X configuration) 2 b. Therma-Tru Fiber-Classk and Smooth -Star Nominal 6a199,S squat:Non-InpadBquot Opaque 12/31/2022 No Yes NO WA Composite Edge Fiberglass Single Door with Sdelite(s) onowinglOutswing; XO, OX a OXO con iiIi...) 3 c.Therde Tlu Fbr-Cassio and Smooffil Nominal 68a39;8 aquotNon-Irr%wdiliquot Opaque 12r31/2022 No Yea No WA Fiberglass Composite Edge Double Door vial a without Steelton (Imwirg/Outsw(ng; )(or OXXO rAnrgurations) 4 d. Therms-Tru FltMr-Caassk and Srootlt-Sar Nominal 784;0 &grtotNon-ItrpaclBquot Opaque 12/3112022 No Yes N , NIA Composite Edge Fiberglass Single Door (Inswirg/Ouawing; X configuration) 5 a ThermaTm Rbr-Cassk and Smooth -Star Nominal 7&#99,0 &(lktNon-InpadBquot; Opaque I2131f2022 No Yell No WA Composite Edge Fiberglass Angle Door with Side libi ormwingloutsning; XO. OX a ONO configurations) Florida DePartrnert of Business & Professional Regulation Florida Department of Business & Professional Regulation Peg.+ di Florida Department of Business & Professional Regulation raw + art 8 I. ThertaTFiber-Clasak art SmoothSer Nominal 0 &quoCNon-Imparx&gOpaque 125112 Composite Edge Fiberglas Single Door No vas No N/A Building Codes and Standards 10=1 Building Codas and Standards $*=I Building Codes and Standard Idol (tnswingioutsvng; X configuration) 7 g, Thermal Fiber-Clasic and Smooth -SW Nominal S&#39;08rquobNonn Impad8qur2t Opaque 1213112072 No Yes No NIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Derail Composite Edge FiboMim Single Door with Sklelne(a) (InsYningMutewhi XO, OX or OXO configurations) 8 h. Therma-Tru Fiber.Ctassic and Smooth -Star Nomnal 611018quokNon-I mpadBquat; Opaque 12/312022 NO Yea No NIA _ - Composite Edge Rbrglan Double Door with or Call EE&E or 20 JYaa Data Pandas GLL EDSBIC. Giif.r am Ial without Sldelas(Inswngl0u* ng; XX or OXXO Izet ` ad Mmufue S�a$ Ewneet Uwma VuBy yylq Ba FDC Appmet y9 Bw ya 9mtistam. gsotatl andmralcre validated 0, ya�aFBA-m,W Aggl ]t g p jtiDIQaBr9 VMdYtl By .� B&imliol MApproval Approved t4 9 i. Therma-TN Fiber-Ckseic and Smooth -Star conngurto Nominal S&#39:8 &quotNon-I mpactBqual Glazed 12A3112022 No Yes No NIA Affirmation 2020 PGT Industries : Jena Ra kI Mani -Dade BCCD- CPR MamlDatle BCCD- VAL 1 iM2020 110DWA20 Iltl i/2020 Appra,ed R.'won 2020 MI VAndays and Doaa &ant 8nnger Luis R Lams, PE Stevan M. Lkich. PE 101081 10/06nom 10M9/ = 12152020 Approved Ansmulon 2D20 PGT Industras Jens Rosenwald MamtD.de Sacco- CPR trams -Dade eCCO - VAL 11135R020 11/0512020 11/1 /2020 Approved C-posits Edge Fiberglass Single Door Category: vandawa (941) 486-0100 (TW 315-2590 Category: Windows (717) 365-3300 PE-M14 (717)317d454 Calagry: Will (840463-0100 (788) 315.2590 Orlw(ng(Outswi g; X eord)guratical subcatayory: Mad )rwoura)dgrpgandustifli 8bCa.gpry. sAdo, In"ingeraffile om Subcategory: Mupms IrosowslrlMpglxlustresc 10 J. Therma-Tru Fiper-Cl sa and Smooth -Star Nominal 63#39;8 &quotNon-I mpacF&quK; Glazed 12r.3i 12022 No Yes No NIA compliance Method: Crmeabm Mark or Laing rm ComptMnu Nalho& Evaluation Raped tan a Cargllla¢s resonant Cortneaeo , Mark or Using en, Composite Edge Flpergltss Single Door with Florida Registered Adhaed a e Licensed Flaride ^.aid' e11te(s) (Insavngf(ht(sving; XO, OX a OXO Professional Engineer Fi�1.-R7=RoArta 11 k Therma-Tru Fi er-Claseic and S?r a"bor configurations) N=hw 6&#39;8&quoCNon-Impactil Glazed 12al/2022 No Yn No NIA Cl Contd Ewinlim Oat. Air-Awdfor Ues Amrowlfateea HUHj impact g,�plh ! ar5a4t.JRprbAxie �-�-�� fig,# ProdAt Yodel Number or win $ILL g y„ Colvact [mlratlon DMe ArsrrsrwforLiu Aparpvedfor Use I� Dal It, HVHZ i 1 Pr.aau . Composite Edge Fiberglass Double Door with or without Sldeffll(Inswing7Outawing; XX or OXXO ltm8 5 Product Modal. I&bbr or Nome PV-5320(Lvge Missile lmpectl 11�$Ef1Mlffir Nau4 Fli Ill 04.W2025 In g Yes Yes B Yea P, NIA /m°vetlTor Ues Aeae°wtlf Lie° lama t� i Muamslor-Al Doorsandmndow.s Aluminum Muaals 05061 Yes Yea Yes WA 12 LThermi Fiber -Classic and Smooth -bar con0guredons) Nornnal7$#39;0&quot;Nol>_Impac*uot Glazed 12/31/2022 NO Yes No NIA ANA 2 BLIW d Moms. nimbi -coma 6704 Product description Yediml Aumnum Mulkan i?1312024 1.1Fil@dL No Vas Aidal a It Yea NIA Composite Edge Fiberglass Single. Door (IrawingfOuawkg; X configuration) 13 m. Themull Fiber -Classic and Smooth -Star Norniml 7&#39;D itquot;Non-Impacaquot Gazed 1213112M No Yes No NIA Composite Edge Fiberglass Sing Is Door with Sidelfti Onswig/Outswing, XO, OX a OXO configurations) 14 n. Therma-Tru Fiber-Cassk and Smooth -Star Normal 88039;0&quothlon-Impact&yuct Gazed 12rd1/2i322 No Yes No NIA Composite Edge Fiberglass Single Door (btswingMutswril X configual 15 o. Thema-Tru Fiber -Classic and Snooth-Sar Nomhal 8039:0 8,quotNon-ImpaU9quo5 Glazed 12/310M No Yes No N/A Composite Edge Fbrglass Single Door with Sdelae(s) Onswirg/0unawing: )(Q, OX or I Florida Department of Business & Professional Regulation Pop I oft Florida Department of Business & Professional Regulation Poe 2 d2 Florida Department of Business & Professional Regulation P.ge+ ors 16 p. Therma-Tru Fiber -Cheek and Smooth -Star conflgurstone) Nominal Stil 0 &quotNOl*Impxt&qucC Gazed 1213112022 No Yes No N/A Building Codas and Standards 1acirl Building Codes grind Standards 109MI Building Codes and Standard III Ccenpos to Edge Fiberglass Doubt Door with or without Sidelaes (Inswirgroutsw;ng; XXor o)o(O Product Approval Appiicatlon Detail Product Approval Application Detail Product Approval Application Detail 17 q. Thermo-Tru Fiber -Classic and Smooth -Star configurations) Nominal 8&#W;88,quothlon-Implxk&quot; Opaque 12/312022 No Yea No NIA Compoeae Edge Fiberglas Single Door with !a !!Ili jii�j�iijjjjjjh I Transom (Inswing/0utswing; O/X configuration) I I as- - 18 I Thermal Fiber -Classic and SincothSYar Nomnal 89#39;8 &quotNon-Impad&quot Opaque 12/31r.= No Yea No NIA Qgk Entity or Ott ¢at Due Pawn 212 SrS4! Cif W or eta 211 DM PMCBW Do Pripet K fit! ➢m Gaa,Parigl0a ga<a Composite Edge Rbergi-Single 0-1 wth, IY0 YOlartar B Contact EnairarA LkValltlaw av Verdured BIb IUd FBC Ammer Beckoned Bed. lYge Version ManufseUtrr Ggodud l5YYtul.i.NrsRu yam( VadMad ALORM FBC Approval BUWa 2M ttbsim Manufacture !o patiii.raLlearha Validated by Validated meted .?5C AMtg2a Approved all Sidalite(a) and Transom (Inavang/Outsang; OIXO; R.Nskn 2020 James HardleBull Products Inc, Chad Poncho V. Andrew. Tan John Saudi P.E. 0110a/2021 iV 2020 011MO21 ding FBC Anon Revision 2020 Made Nick Thad Lyndon F. Sehmld, P.E: Ryan J. King, P.E 20 02n521 02n52021 Tb=021 04M3/2021 Approved Revision 2D20 GAF Morsel 66.n Robed Neminen Jahn W. KnecrAch, PE 0&26/2020 Onil 20 100WO20 12M5/2020 Approved O/OX or OOXO configurations) No Yes No WA Cassel Pant Wadi (NO) 545-8351) PE-818s2 (3S2) 367-252a Category: Pend Wallis (3a0) 922-2386 PE+1340e fat 3) 76?-8555 Category: Roaln9 (8y0) 706.3411 PE-6B168 (a54} 712-0224 19 a. Therml roer•Classk and Smoothi Nominal S&#Sg;S&quc;Non-Impact&quot Opaque 12/3if2022 SubCateati ad It chad,dherduoutruesh.d Subcuegory: ScFks ntha ipsantSeleide.eam SdrCatega7 Asphet Bhinglna mdKruggpd.coni Composite Edge Fiberglass Single Door with S)dehibi (In-AnSIOuhewirg; XO, OX or OXO ComplMnce Method Evaluation Report tom a ..cam Carniallanet Method: Evauaum Repot from a Compliance Method: EVduaivn Report from e Continuous He" and Sill oonflguraaorl Florid. Registered NOft t ors Licensed Florida Florida Rtgat cod Architect -a U-sed Florida Florida RegisteredAlddhxt or a Uwrlsed Florida 20 t. Thermal Flper-Cassk and Smooth.Shor No mina) Suall0 &goat Non-lamactill Opaque 12J31f2(Y22 No Yes No NIA Promsaknd Entire. Professional Engine. Professional Engineer Composite Edge Fiberglass Single Dom with lllljdfir2„raA lhlodursa. Fllnti4lgn. pdd m Sidelibil Onsw)ng!Outewindi XO, OX a OXIO Continuous Head erhd Sill configurations) Quallty Assurance Appround for Use Apaill for Lees Iropact ged.) Gr.dar Asa.ance Approved for Use Anpr-ti forUae laigi )Coakin gLiNWAsurAgo Agore rod for use Aalrmred for vast ill= 2WE 21 u. Themlal-Tru Fiber-Cli and Smooth -Star Nominal S&MI &quorNon-Impsd&quot Glazed 12rd1/2022 No Yes No NIA sea a product Mom. Neal or corm In MVHi out"111HIZ ttfbBant pleasure ewe Rigid Model Manor or coma Product C-Apbon Crsra.1 thmlrNl-Oas an HVHZ outside HVHE aeeMrs Presorts It" Rrrd,et YodM. lAmbr m wrsr. Conrad ExdraUa,Ort in Hyl)j outside HVHZ Ronsistaint prasan Fiberglass Single Compose Edge Fiberglass Single Door with CompositeEdgeD rOXO 1 Cenpinnk Lap Siding iher- merit lap adin 121312MS g Yes Yes N/A N/A t a. s ct27 qt &gllbt 9olE Vent aSolid Vpyi 9da 121312023 No Yea No WA 1 GAF Asphalt Rad Shirglef FA.taureinfasw 342h.lpnlnatatl, 3-aband 1Zn82022 No Yes MIA WA XO, Continuous Head and Sill configurafmrs) 2 HardtPank Lap Sting ilh—mant lapa1ding Imina23 Yes Yes NIA WA 2 b. 8duct AJllance T46qud: Solt Vent sir Slid Val Spat 121312023 No Yes No WA hipal p asphelt shnglee 22 v, Therma Tru Fair -Classic and Smooth -Star Nominal S&#39:0 &quotNon-ImpadBqupt Glazed 12/31/2022 No Yes No N/A 3 c. &quat Grenblter Linage Bernal 9: Sol Vend a Sold M i Sol 12/312023 No Yes No WA Composite, Edge Fiberglass Single Door With 4 d LquotoHil t Sol Vent -Sold Vil l Edo I V312023 No Yes W WA Sdellle(s) g ravMglOutawlrg; XO, OX a OXO 5 e. &gtd;Chrler Dak&xatd; Boni Vent or Sold Vinyl Pont 1 N3112023 No Yes w WA Continuous Head and Sill configurations) 6 f 8quct,Sup. Sics"quot Said Van!- Solid Vi Ste QM12023 No Yea No WA 23 w. Thermal Flber-Ciawic and Smodtr5tar NomNvl 68#3g;8 8quot hlon-Impam&quot Opaque 12131/= No Yes No WA Composite Edge Fiberglass Door Panels v4al Vented Sddelite(c} (Inewmg/Oulawng; XX XXX or XXXX configurations) 24 x. Thanna-Tru Fiber -Classic and Snnothaar Nominal SBMD liquMNon-Impacd&quot Opaque 12/31f2022 No Yes No WA Composite Edge Fiberglass Door Panes with Vented Sidelia(s) OnswinglOulevrirg XX, )=-XXXX configurations) 25 y. Therms Tm Fbr-Cassk and Smoothi r Nominal BlUll 8g1uet, Non.ImpactIll Glazed 12f31/2022 No Yes No NIA Composae Edge Flitergaw Door Panels wW Vented Sidelil OnsvingrOuRNviag; XX XXXor )O= Florida DeparCtent of Business & Professional Regulation Pees I oft Florida Department of Business & Professional Regulation page+ off Florida Department of Business & Professional Regulation pay, t ofI cmifgurationi Building Codes and Standards Building Codes and Standards ++ 21 Building Codas and Standards uBr2m1 26 z Thernmi-Tru Fber-Cluland Smooth -Star Nominal 88r ;08gwtNon-Irrpad&quot Glazed 12131/2022 No Yes NO NIA Composite Edge FiberglassDoorPanels WaVented SidelpasOnsyAngloub6sepXX, XXX or xxXx Product Approval Application (cation Detail Product Approval Application Detail Product Approval Application Detail configurations) - -is 1 ill gipllp�lli�i 27 -.Thermo-Tw Fiber-aassicwd Smocth-Star NomimleS#39:88quotNm-Inpacd&lluot Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Dom with 38abtiS3D owl Siddgurat Onswinp/fluLsvdrg; XO. OX a OXO � Entity PJIr. lam& 1 l� fi444 entry a pyt 292 late poni MR Se4� Enm or W2U Date Position )fit 28 zb. ThOrrte-TinFiber-Classic, and SmnWa t10nTbureftNa) Nominal mGazed 12/31/0 No Yec� No WA -TtaYglalgD Endmr&LeaY YiMrt FBC Amt a Ala IHa YagO GgEndleel Ukani Vwdaed IN YY95 FaC Amrovm EO✓gg)MQ t1taE1L SffPP venal aanufaetura Contra [ahomaraLicense Vallmtw av Whill &�nl�iq all Amrwd Apaproved status Composite Edge Fiberglass Double Door with Fill 2020 TALIKO eulding Products LLC Kam Eden Robert NWM- John W. Krusp , PE 10,m42020 OW292020 10M212020 12MSM20 Approved Re i 2020 L.V. Thompson. Inc doe Thompson Achdactxe Tony Christman ZsoMry R. RMM Steven lot Urlch. PE oam 7r020 osM911020 091222020 12n52M Approved Revision 2020 Florida Mora Produces Inc. CIUM Jones James L. Ba 1. REG Steven M. Urkh. PE grr2?2D20 09252a20 10A42020 17ME2020 Approved U#39A 8ideliM5(I nswinglOubwing; OXXO caegca:Pool (417)624.6844 PE-Wifis (954)772E224 Morels Company tTAMCO) (913)248-3456 P1374021 (717)317-8454 Steeply: ROMRg (s0e) 783-s4g0 CgUCK Engineering (7t?) 31?A454 configuration) SubCltq pW-- Urderiayml karrf_oda Ctemko.ean Cassel Rooag. trnyagion tat -furl m that are n Rookm9ling drkgjnismeo.ean PE-31242 29 zc. Themis-Tru Fiber-Cassic and Smooth -Star Nominal 83dill 6quot Non-ImpactSucil Glazed 12i31/2022 No Y� No WA CWVIInm Mi Evaluation Report tom a "Cue7onn Rcoano Access-ies that are n Pa o Integral Syades Imegral Pam pima Rating System Composite Edge Fiberglass Single Doa with 3SA 0 Florida Registered Architect -a Until Rorke Irdeprel Part dthe Rooms System Coapllmc r Method: Evaluation Report horn a Sidelie(s) OnswingrOuawfng; XO, OX a OXO Professional Engine. ComplMne Method Replan tom Frofes ReglaEngin tlllact a a Uta+aw Florida canfiguralians) hiredEvelundona r Rama Registered Aruddted -a Licensed Rada Professional Engine. 30 zd. Tharma-Tru Fiber -Classic antl Smooth -San NOmshal S&tr3B:0 &quotNon-Impard&gLlot Glazed 12131r2022 No Yes No NIA .. tonalE Professional Engineer Composite Edge Fiberglass Double Door with FLM- 381 Sdales(I nawmglOutowing; OXXO Quell Assu— AlaKMLIorbea Passaged for Use laroadi 1 31 ze. Thermo u Fiber-Clasalc and Smmth-Star configuration) Nominal 7&#39;0 E,quothlon-Impad8qud; Shaker 12/3112022 No Yes No NIA $tR i lard Model. Number rill - TAMKO Rod Underayments(HVFQI Product 0uakdbn „Dift Rootunderla me is fa use n F8C HVHZ 0602023 Y In FMu outside HVHZ Yes No Br,a d,* NIA ft-ft WA BEe,$ Contract x kdiwED $>10YLD SSG!$ Appf1, Hi Use Amxovde M Use lO.tSY.tiL GW�i lm sta BlM1taLL � !e aMICL Bug 3 3- FLAI Yamt Mumbr or Ham. 3- FIAMC(d aqua:RV 10 Rube Vel&qud: ,$( ME�t Aluminum Ridge VanVans for ptchee roots Abrllxad 12/3G AmrIn HVWZ for lla Amtside rm the � )� rat_-da HVMZ �� Vea litWo WAR�sss a Saws Composite Edge Glazed Fiberglass Single Door with -without I itolli Sdelae(s) j rlsdor al. 1 TANICO Flat Top Oft-Podge Vent rrith Safe for Tre 26 ga. saga rodvartllatas4tlr pal o8i Yes Yes N/A WA from g.02.5' Aluminum onew)nglOutswing; X. OX XO of OXO configurations) 2 TAMKO Rod Undemyrnems (NON-NVHZ) Rmfundedaymenls lot us. h FBC now+4V1¢ 0&219i No Yes NH WA 2 TAMCO 0—mck Vert 26 ga. 09,09 2v No Yes NM W1-52.6 Iunsdoxiens. 3 TAMCO OR --Ridge Rod Vent lsah Bale 269.staac fofveofata wiN integrated Della 0800612028 Yes Yes NIA WA 4 TAMCO Round Top Off -Ridge vent with Balae for Tie 28 go. waft rmfvadlator with pate 081 Yes Yea NA NJA Florida Department of Business & Professlonal Regulation pagan all Florida Department of Business & Professional Regulation P.gei a Florida Department of Business & Professional Regulation page of 1 Florida Department of Business & Professional Regulation Page i of I Building Codes and Standards 1//1200 Building Codes and Standard 19=1 Building Codes and Standards t252022 Building Codes and Standards ir2e/2o22 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail army gat 2tt go%hnto a gat Will Gem firtilho or gas ads Data Pon&- gga Code Entity or fate Daft Dale Panama Do gab Pallor 120 20 Data lawrolitim Mgt 4i BsiNnaffi A,, -,IC Apm A—wd Beasts MEM Vonaipr,jBggyj�y(g, CW*. � ! ) a Elastic Validated sir yylddd submitted FBC m C Arovai 9Fgml ilagti. IjQt varsim dllML4acum Contact Enokrrwr &Licenst Valid Validated By ,Q�yj BSubmitted FBCApprovalr � Ancrowd al" 1A2 version Manufacturer corn art Povr e& License Validated By Validate Submitted FBC Approval Approved 5talga a ZY� Version 2020 Marwhoctuder Lametoo Kenn. Mky James L Buelm.. P.E. sewn M. Unch. PE I m3m20 11232020 11=020 ding FSC Apple Revision 2020 earl Rcaanp And— Rol to luO untiam Evainatlm .Gary W. Walker 11A32020 liA10=20 11/D52020 Approved Revision 2D20 Global Protection Products, LLC Tim Robinson Wafter A. Tilt Jr., P.E. John W. Knezevich, PE 09/082020 0908=20 lo10112020 12t1512020 Approved Revision 2020 At American Shutters and Glass Mice Barick n Frank L, Ealnall RE Troy sat)ep. P.E. 10252020 10/15/20'20 111105/2020 12M5=0 Approved Rv iaicn Caterill Rol (501) 983-6163 PE-31242 (717) 317-8454 Cerea y:. Rating (801) 380-wgl SerAm LLC. (205) 854-0160 Category Shuters (954) 6$1 PE-44187 (954) 772-8224 Catraiii Shutt-s (561) 712-OW PE-004654 (954) 947-OBW SrbCo apary: Real Aecessaim that are an kleltyelomw - SlbCatill Roving Tiles Ro%nArdersonel aal.co SubCategory: Btorm Panes tim.robinsonQgpperit.com subcata(pry; SWrm Panel. mikeb@allamericanshutte lateral Put ofthe RooBnOSyern C"flan.e Method: Evelurlm Report tram a m Compliance Method: Eral.... Report from a Compliance Method: Evaluation Report from a ra.com Compliance Method: Evaluation Repot tan a Product Eveluaded Entry Florida Registered Architect or a Licensed Florida Florida Registered Architect at a Licensed Florida Florida ReglstereclArchdrod a a Licensed Florida Professional Engineer Professional Engineer Prdeasleral Engnwr Rl;a4t30'fa-Ra ProtlUcts. curW Assurance Araxevee for Use Approval for tea PMIM24tg Products guff Aear t Acoroyod for Use Apaowd for Use I nwd 229M At" is Real MdL Flurnber , ft- Faxmy- shake, Sate Country sire. Sul Old English Product DadicAlob- Control Eitalrallion Fiat Rafe Qmw3, CO 12/3i2020 call tab Z �Yess NiA WAS SS- 4 Product Model. Number or Name Quality Assurance Approved for Use Aggrieved for Use Product Conscription CoMrapt Expraton Date In HVHZ Outside HVHZ Resistant P S # Product Model. Num bar m Name uality Assurance carolled f r llsa 1a A o Apgmyod for uaa Product Ommriptim Contract Expira8on Date In HVHZ outside HVN2 Rtel�smnt Premium Bggg >ati~rwr nr_:_r or coma G .Efdat':lenGaa 1, HVII. outside Hvriz fie sta. S P— Thatch as i "pact 1 20 Gage Galvanized Steel Storm PamIsMVHZ C-mgabed Galvanized Steel Storm Panels reburied 121312022 Yes Yes Yea NIA 1 2492 Galvanized Steel Storm Panels 2492 Galvanized Steal Storm Panels 12/312022 Yes Yea Yes WA t Deck-Airl DA-4-TRI-Buif Dock -Air WW Low Prone. Pd)pmpyana peak, RodV.em 12/10=5 No Yes Mo -97.51-97-5 17 18 Sau(enY 800-Sea. Snake &emD: Split Shake Sexmy 900 - Shl Shake &amp: Split Shake Fat Prota-,dakten. CA 12J312020 Fat Frail. - Risk., CA 12131r202O No Yes No Yes MIA NIA WA WA or not by backs to provide hurricane, McMnlcoy Attached to py4roee Deck. Socaon, CA t2/3/r2020 No Yes N/A WA 2 24 Gage Galvanized Steel Storm PaneIaJNHVI-Q Storm Panels aetl Steel Scam Panels retained 121312022 rat Corrugatedbytracks No Yea Yes NIA i6 Saxony 700-9hake Sae&emp: Spit Shake Per Prafla- 2D .Axmy 700-Straka Star. damp; Sod Shake flatRona- Prato, CA +21312020 No Yea NIA WA 27 Talep Eapma 1 Bamalana Figs I- Katy, TX 12f3112020 rip Yes NfA WA 28 vMa Low Rage - Katy. TX 1zaI1=0 No Yes NIA WA cks to or not by hooka 10 provide hurricane protection. Florida Department of Business & Professional Regulation Paget at Build] rig Codes and Standards Product Approval Application Deal] Gs4t E" DAR .a4 Dart Patdm PAY fQft mm vshaftan litarartaidursor FBC Ammva Eeg@7lg f1alLL 1)Iga Version m/nufoctum RaUskn 2020 Apm Stuart Leafs ICC EVduadm Service. LLC Wlllrn M. Ranarl. PE 1113112020 +022=20 11A5r020 iimw"20 Approved Retain 2020 Commercial Comae Rodktell carepblKma ory: 9tua Carpone (321) 71(1.3377 1407) 881.191? CMepay: (Anidirai components etbcateeory: Truss Plates rr+ds@epneRiv.com ehucreyorr. Products Introduced as a Result of Comp lar- Method: EYWUMIW Report Ban a new Tedmldggy Product Evaluation Entry Cwvlte Method: Evaluation Report from a Flaide RegiatamdMchni ore Licensed Florida ltaMlN9-R?Roduats Professorial Eng)new spa Product YodLL /Ysrbr or Mime Gurev Assurance Prodsd Reecrlurtlal CprredemirYlonDate Approved for llss Approved In KVN2 Wises for Use XVi1L I�taMlr4 - i ITW SCG/Alpim MI her Straogth (H &.l S) Meld Coneder Rea 12/31=4 Yea Yes NIA N/A JimProptat YedM. Number a Yams 2 ITN/ SCG/All An. Pleb Morel Conadr Rate 1 M312024 Yes Yes NIA NIA . 3 trW SCG/Atam TrullMorel Canada Rate I V312024 Yes Yes MIA WA ! 1 Quality Protest a Commaciel Concrete Pmodloa 4 ITW SCGhkone Wavy Maas Corrector Role I V3112024 Yes Yes NIA MIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 of 1 1ffrm Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail -- 6tan1e0 Endideser A LJ Ma Roen Glfa Samuel A Steinberg (613)659-3707 PE-34245 or... gror®yahoo.co m Pinecastd Conchl Unteb Patti oft 117/2D21 20 gat Dal Pra+>m gets VWkjshad By 1(tlltl" §kUlUd FBC Appmvet Ala gym BWaa John Hoy 12AGM20 +2Mdwzo 1242&2020 ding FBC Anon (352) SM-5311 Oualllr Assrrrnrs AaQwad fa Liu Amrguw fm lea Imaard Gsalon Cmtrad Emlretlm Dre in HVHZ DtAetde HVfIZ tiliiMed Pressure• 05252024 No Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel all a'Al gg)g Ertft or 2" Gat ➢dLEI M data Seta 90 gas m.PmcEm Bore Am Ved o MeavlecBlfS Sexed a mover aUcwse Validated by Maldaaa lac, Aogrdval Ala Status TM Ya;4d4ft MaD411a6g3Y csEacl dnin.era LJcaroe validated Ba Valued oubmit4d MC Awrovel Apgtyxtd amn Revision W20 CAST-CRETE USA LLC Craig Pa.no MwrtDade BCCO - CPR Moroi -Dam BCCO- VAL 11ROQ020 1027r2M I1/172D2o Approved Amenatidn 2020 ApheA urrnum, Inc Jose St. Luce W Lomas Sewn M. Uhdl PE 11n 82o2o 111162020 1 WWI) 0 Approved Category: SnMura copanents t813i 621-4641 jean 315.2590 Category: Penh Was (407) 509-2008 PE-62514 (717) 317-8454 Sbcategory: Products Introduced as. R.s.Rd eparho®eaerrete.eam Subcategory: Sdita ebhaaluminumjmc ho Nev, Tedhnell Conplonce Method: Evaluabon Report Loma o.I»m Corlpllnce Method: Cerl"paaen Mark or Llsme Florida Registered Arehtiect or a U-sed RIXlde FL#1641,M3 Produab Proh-c ed Enron - 290 Product Model tamr eort6arM onset, A—. Arugvedf-Use Accounted for Use Hill HilOutside � Impact use- lieastam I-ILM*"44ti all" Approved for Use Aggroved for Use 1111tiPd Dealing Hold Strength Concrete Lail 4. S. 8. and 12 inch wide uses 05,21(M2 Yes Yes WA WA 012"YedeL Nrpbr or come ,FnXIKAd Jgj(Ejt[ Dumm t1VH2 $ep—ga 1 Apha Nuni aum Slid aarrp: Vented Aluminum 8011W Alpha Aluminum Solid aapp; Vented Aunhum 07r302o23 No Yes No WA CMU &Imp; Wood Sd6V Curl &amp; Woad I= � Manuaaurr Revision 2D20 IInc. Cd.ow. amuctral Cernpcnerxa SubCatagory: Truss Roes Compfante Method: Evaluation Report from a FL_ern.97.R8etoap[s Product Evaluation Ill aw# Product Moth, tamer or Hale M1aAM5 2 1a188H8 3 MI 16 4 MTISNS 5 MT20HS 8 TL18. Wire 7 TL20MT20 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Psee 1 d 2 11ma'N21 EIIIIbLCi ads Arts Rae Pocono 20 ess$gg Validated By WWI BlrbWM Ftac-Approval BeelIIved a n& E71n Walden ICC Evaluation Service, LLC ICC Evi Serval 0Bn 12D21 08MOM21 oaA2/2021 Approved 1952)690-605 LLC. euadenlf$Ml.com (20) 599.SBN Product Desedlotlon 18 go. high stram)b aassponneCa plant dirty Assurance Conrad malsi npair 12/312022 Appeal for Use In HVNZ Yes Amxoved for Use Outside Yea Imeact ftestowt WA D!lMMI Pltawtt WA 18 ga suer high strength truss connector plate 1213IM22 Yes Yea NA WA 16 gal Wee crnnedor plate 1V31=2 Yes Yee NIA WA 18 ga. high strength truss connector Pate 12131/2022 Yes Yes MIA WA 20 go. high strength was cenneoor plea iWV2022 Yes Yes WA WA is ga. truss oonnedrplates 12/310022 Yes Yes NIA NIA 20 ga. truss conneCor gates 12/3laO22 Yes Yet NIA WA C26 SYga Model ai6Uf.GWli liwl ZD20 Wayemaul Cuegay: structural Components ElbCueeory. Engel Lumber Cormilana Method: EvaUSI Report it= a FLOM7•M1/ Particulate Procla d Evanwaon Ed* Soo! Product Model Morrbr m Mama 1 Mcrolam LVL 2 Panda. PSL 3 1Imb.Strend LSL 4 TJ Rim Board $ Wy.haeua. Rim Board Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Page l di e/14r^Di 21 Clmtlt� an gat Dot Pond- Qffit Contact Fear & Lice she Vadaw BI y WWI FBC Approval yam Biagio Rep Baldwin ICC &Wuaton Sallol. LLC Ian L.ITr. PE y2A22021 tat 312020 02AY.VA21 Approved 1253)924-E476 1BOB) 839.32b8 Rabed.Boldadnayyerhe a -..- Product Description Lamnsted Veneer Lumber Quail A,— Cared emlralM Rae ftor Uss In MVHL No hoora.Wfm U- 9s8MrM111d1Z Yes Inroad IL>lffiM5 NIA Gaskin PJYgkaf€ WA 031312023 P.ralef Strand Wmher 03r3i= No Yes NIA WA Laminated Spend Lomb. 03/312023 No Yes NIA N/A SW ducal Composite Winter a Orknted Strand 03/31=3 No Yes NIA NIA board Rim Bcnrd Wanted Smnd Board Rim Board 031312023 No Yes N/A WA -11I N N CD >0� L L � 0 .5 U 0- cill O \V W 0 O O Q O W 0 U ^0^'' W 0 Z Z W J Go Q e< r C:• >_ u ✓ !A O O t� c6 � ; E 0 w Cn QD E W Z U) ICU Lea. > CL 0 0_ Q L U 0 L vI U `MC W ises- 0 LM W M C ^C^'' W Z Z Z Q J al SHEET NO. PA 1.1 I I q - il., Imm �j 'I 1= Simpson Strong -Tie MM FBC Approved Products Updated 12/30/2020 CMFor direct Inks to all 88T approvals listed below CLICK HER For additional information regarding Florida's Statewide Product Approval System and Mani County Notice or Acceptance (MCA). FL#235&R7 JMg Product Model, Number or Name Product Description I Trion Stainless Steel Concrete & Masonry Screw (TTN-SS) 1/4" diameter Train Stainless steel masonry $Crew I'LlIlIVAS-RO All" Product Descrliotiori I SDI 01 12DBB Outdoor Accents Conn sob r Screw 2 SD91 12. SD9212, S01 0112, SDI 0212 Strong -Drive SD Connector Screw 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 4 SDCF22434, SDi SDCF22614, SDCF22700, SDCF22858, SDCF221014 Strong-Dirve SDCP Tiri Screw SDCF221134, SDCF221334, SDCF271958, SDCF272358 5 SDCP22434, SDCP22512, SDi SDCP22700, SDCP22858. SDCP22912, Strong -Drive SDCP Timber-CP Screw SDCP221 100, SDCP221134, SDCP271400 6 SDHR27400, SDHR27614. SDHR31400, SOHR31614 Sirong-Drive SDHR Combo -Head Screw 7 SDS25112, SDS25134, SDS252010, SOS25212. SDS25300, SDS25312, SDS25412 Strong -Drive SDS Heavy -Duty Connector Screw SDS25500. SDS25800, SDS25800 8 SDS25112SS, SDS252OCSS, SOS25212SS, SDS25300sa SOS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Sirong-Drive SDWF Floor -to -Floor Screw FLUI 0007-RB AS" Product Model, Number or Name Product Description I ATIl ATRIIZ ATR518, ATR314 Threaded Rods 2 ATUDS, ATU08-2, ATUDO, ATUD9�2. ATLl ATUD14, ATUD14-2 Aluminum Take -Up Device 3 BP`&S-2, BP1/2, BPI/2-3i SP51&2, SP518-3, BP314, BM4-3. BMTU03-4 Bearing Plates 4 CNW318. CNWlt2, CNW516, CNW3/4, CNA1518-112, CNW3/4-5/8 Coupler Nuts 5 CTUD55, CTUDi CTUD66 CTUD75, CTU076, CTUD77, CTLI CTUD88, CTUD97. Coupling Take -Up Device CTUD98, CTUD99 6 N3, N4. N5, NO Heavy Hex Nuts 7 RTUD3, RTUO3B, RTUD4, RTUD48. RTUO5 RTUO6, RTUD7, WILDS Ratcheting Take-U p Dev ice 8 TUD9, TUDIO Take -Up Device 9 TUW38 Take -Up Washer ID URS3 316" Uplift Rod Run Tockim System 11 URS4 112" Uplift Rod Run Tleclown System 12 URS6 5fS" U plift Rod Run Tedown System 13 URSO 3/4" U pin Rod Run Tiedown System FL#IO44I-R6 AW Product Model, Number or Name Product Dew rlotion I DTT2 Hold-clowri 2 HDCIO14, HDC10122 Hold-down 3 HDO8. HHDQ11, HHDO14 Hold-down 4 HCU2, HOU4: HDU5: HOU8, HOU11, HOU14 Hold-down 5 HPA28, HPA35 Sirap-style, purlin anchor a LSTHD8. LSTHD8RJ Stail hold-down 7 MASA,MASAP Foundation anchor strap 8 MPA132, MPA144 Stap-stye purbin anchor 9 PAI8, PA23, PA28, PA35, PA51, PA68 Strap-v" purlin anchor 10 PAI18, PA123 PA128. PA135 Strap -style purlin anchor 11 STHD1 0, STHD1 ORJ Strap -style hold-clorm 12 STHDI 4. STHD1 4RJ Strep-style hold-down Simpson Strong -Tie 2020 F13C Approved Products Updated 12r,(M20 For direct Inks to all SaT approvals Ned below CLICK HER For additional informapon regarding Floridas Statewide Product Approval System and Marli County Notice of Acceptance (NOA), 21 LB series hangers Top flange hangers available in woth of 1 -9110" and heights ranging from 5-3ffl" to 15-1/8" 22 LBAZ series hangers Top flange hangers available in wdth of 1-9116" and heights ranging from 9-3f`16" to 13-1f8" 25 UEG3, LEG5. LEG7 series hangers Top flange hangers available in widths ranging from 3-114" to S- 7/8" and heights ranging from 9" to 33-1/2' 24 MEG5. ME07 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 718" and heights ranging from 9" to 32-1/7'. 25 MIT series hangers Top flange hangers available in widths ranging from 1 -9116" to 5- 118" and heights ranging from 9-1 /4" to 24' 26 PF. PFS, PFDl PFDSB series hangers Top flange hangers available in width of 1-9116" and heights ranging from 3-5/8" to 7-11Z' 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widths ranging from 1 -9116�'to 7- 118" and heights ranging 9-114"tc, 32". FL#10960-R5 ,%Ul Product Model, Num bar or Name I ABA44. ABA"R, ABA46, ASA46R. ABA56. AGA66R 2 ABU44, ABU44R, ABU46, ABLl ABLl ABU5-6, ABU65, ABUS6, ABU66R. ABU88, ABU88R, ASU1010. ABUIOIOR. ABUI212, ABU1212R 3 ABW44Z. ABW44RZ. ABW46Z. ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 4 AC4, AC411R, ACE4, ACO, AC8R, ACES 6 SC4, BC46, BC4R, BOO. BOOR, BCS, BCS2-214, SCS2-3/6 6 CB44, CS46, OW, CM6, CBS8 7 C65044-SIDS2. CBSQ46-SDS2. CBSQOS-SDS2, CSSl CSSQ88­SOS2 8 CC, ECC, ECCU Series S CCO-SDS2.5, ECCQ-S0S2 5 Series 10 CPT44Z, CPT66Z, CPT88Z 11 11 EPB44. EPB46, EP866 12 EPS47 13 LC844,LC886 14 LPC42,LPC6Z 15 MPB44Z, MPB66Z, MPB88Z 16 PS44, P644R, PS46. PBW, PB66R 17 PBS44A, PBS48. PESOS IS PBVO.PBV10 19 PC44-16, PC46-115, PC48-16, PC64-16, P086-16 EPC44-16 EPC46-15, EPC48-16, EPCM-16 EPC8S_lS 20 PC4Z PC_4R7_ PCBZ, PC8RZ, PC8Z, PC8RZ. EPC4Z, Il EPCOZ, EPC8RZ. EPC8Z, EPCBRZ 21 PPI344-4Z, PPB44-6Z 22 RPBZ ll 0868�RS 0 ad" uct Model. Number or Name I FJA, FSA 2 FRFP 3 GH4", GH4", GH48-6. Gil GH410-6. GH410-8, GH66-6. GI­16S-8� GH68-6, GH68- 8, GH610-6, GH610-8 4 GLB5A, 011 GLB45C, GLE35D. GLB7A, GLB7B, GLB7C, GLB7D 5 CLST512, GBLTS12, OLBT518, GSLT616, GLM20 GBLTS20 6 HGLBA, HGLBB. HGLBC. HGLBO 7 HGT-2, HGT-3, HGT.4 8 UFPIO_SDS3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Postcap Post Cap Embedded Column Base Embedded Column Base Bolted rolumn caps with WI ranging from 3-114"to 9-It2" and W2 ranging from 3.5f8" to 7-1/2" Screwed column caps with WI ranging from 3-1f4" to 9-1/2'and V42 ranging from 3-5/8" to 7-1/2" Concealed Post Tie Bass Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glula m Bearing Plate Heavy Girder Tiedown Universe I Foundation Plate Universe I Retrofit Foundation Plate EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12130/2020 For direct Inks toalISST approValsfaled below, CLICK HER For arictional Information regarding Florida's Statewide Product Approvaleystern and MarrdDade County Notice of Acceptance INCA). CLICK HEIR FL#1044113�RG §%11 - Product Description 1 A21. A23, A33, A34. A36. A44 Angles 2 APA21. APA4, APA6, APVA21, APVA4, APVAS Outdoor Accents Angles 3 APB44. API344R, APVBO6. APB66R, APB88, APB85R. APB1 010, APE31 01 OR, APVB44, Outdoor Accents Post Sea" APV844R, APVS66. APVB66R, APVB88, APV888R, APVBIOIO, APVBIOI OR 4 APDJT2-4. APDrT2R-4, APDJT2-6, APDfT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6 Outdoor Accents Dock Jo W Ties APVDJT2FZ-8 5 APHH46, APHIl APHI-610, APHH61OR Outdoor Accents Heavy Hanger 6 APL4, APIUS, APT4, APTS, APVL4, APVL6, APVT4, APVTS Outdoor Accents L and T Searm-to-Colurrin Ties 7 API-H24, APLH24R. APLH26, APLH26R, APLH210, APLH21OR Outdoor Accents Light Hangers 8 BVLZ BrickVenaer LedgerConnactor 9 CBT2Z, CBT4Z Concealed Beam Tea 10 CJT3Z. CJT4Z, CJT5Z, C_JT6Z Concealed Joist Ties 11 DJT14 Deck Joist Tie 12 DS Dry Well Stop 13 FC4. FC6 Framing Clips 14 FWANZ Foundation Wall Angles 15 GA1, GA2 Gusset Angles 16 H2A, H2.--DTL H8; HIOA-2, HIOS, H14, HGA10 Hurricane Ties 17 HCJTZ Heavy Concealed Joist Tie 18 HH4 HH6 Header Hangers 19 KBS1Z Knee -Brace Stabilizer 20 Angles 21 ll Post Cap 22 LSW. L-550, LS70, ll Skewable Angles 23 LSCZ Adjustable Stair Stringer Connector 24 LS--,J26LZ, LSSJ20RZ. LSSJ28LZ, LSSJ28RZ, LSSJ21OLZ, LSSJ210RZ Field Adjustable Jack Hanger 25 LSSRI 81, LSSR2.1, LSSR2.37, LSSR2 56, LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 26 LTP4,LTP5 Tie Plates 27 ML23Z, M1_24Z, ll Mll ML21OZ Angles 28 Mill RootTie-Down 29 MMHC Hinged Roof Connector 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hangers 31 RBC.RBCP Roof Boundary Clips 32 ll RoofTio-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 Seg III Product Model, Nurn bar or Name 1 AHEP 2 DSC2R-SD83. DSC2L_SDS3. DSC5R-SDS3, DSCSL-SDSrS 3 GBC 4 HCPI. 81 � HCP2. HCP4 5 Il HHRC42, HHRC42-2. Il .81, HHRC", HHRC5.25f3.25 HHRC5.37r3.12, HHRC66 a HRCI 81, HRC22 7 LRU26, LRU28, LRU210. LRU212 8 LSIJ23, LSSU2a. LSSU210 9 TBE4, TBE6 10 TC24 TC26 TC28 11 THA29, THA213, THA218, THA218-2, THA222-2, THA413, THA41 8, THAC418, THA422, THAC422 THA426. T HA422-2, THA426-2 12 THAI 1.81)22, THAt2.06122, THAl2 1122, THA1222, THA1322, THA135", THA1422 13 THAL422, THAR422 14 THJA25, LTHJA26, LTHMA 15 THJM2-4-SD83, THJM2-5-SDS3, THJU25, THJU28-W 16 TSBR2-24 17 VPA2, VPA25, VPA3, VPA35, VPA4 IS VTCR EEM Simpson Strong -Tie 2020 F13C Approved Products Updated 12130r2020 C= For direct Inks to all 881rapprovals listed beiew, CLICK HER Far additional Information regarding Florida's Statewide Product ApprovalSystern and Miani-Dade County Notice ofAcceptance INCA), CLICK HFR a Pmduct Description 1 ET,BTB.BTH Brick Ties 2 CMST12, CMST14. CMSTC16 Coiled Straps 3 CS14, CS16, CS18, C520. CS22 Coiled Straps 4 CSHP18, CSHP20 Coiled Straps 5 CTS218 Compression/Tension Strap 6 DSP, SSP, TSP Stud to Plate tie 7 H1, HIOA, H2.6A, H3, HO, H7Z, HIS H16S. H16-2, H16-2S Hurricanti 8 HGT-2, Il HGT-4 Heavy Girder Tiedown 9 HS24 Hurricane Tie 10 HSS2-SDS1 5, HSS2-2-SDS3. HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe 11 HST2. HST3. HST5. HST6 Straight Straps 12 HTS16. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 13 HTSQ16KTZ. HTS020KTZ Heavy Twat Strap 14 LFTA Light Floor Tie Anchor 15 LSTA9, LSTA1 2 LSTA1 5, LSTAI 8, LSTA21 . LSTA24, ILSTA30, LSTA36 Straight Straps 16 LST149, LST173 Straight Straps 17 LTS20,LTB40 Bridging 18 LTS12, LTS16, ll LTS20 Light TwistStrap 19 MGT Medium Girder Toclown 20 MST27. MST37, Ml MST60. MST72 Straight Straps 21 MSTAQ, MSTA12. MSTA15. MSTA18, VISTA2`1, MSTA24, MsTAW, MSTA36. MSTA49 Straight Straps 22 MSTC28, MSTC40, MSTC52. MSTCSS, MSTC78 Straight Straps 23 MSTC48B3, MSTC66B3 Pre -Sent Straps 24 MSTI20, M5TI36, MSTI48, MST160, MST172 Straight Straps 25 MTS12, MTS18, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 26 NCA200-12, NCA2xl2-12, NCA2xS-16, NCA200-16, NCA2x12-16 Bridging 27 ll RCWB14 Wall Bracing 23 ll RPS22. RPS28 Repair Plate Strap 29 RSP4 Stud to Plate Connector 30 SPI, SP2, SP4, SPS, SP8 Stud Plate To 31 SPH4, SPH6, SPH8 Heavy Stud Plate Tie 32 SS1 �5, SS2.5. SS3.51-54.5 Stud Shoe 33 ST9, ST12, ST18, ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 34 T820, TB27, TB30 T1336, TB42, T848 TB54, TB56, TEED Tension Bridging 35 TWS1 0 TW61 2, TWI314 Wall Bracing 36 VGT,VGTR,VGTL Variable Pitch Girder Tiedown 37 WSI 00. WSI OOC, WBI 26, WBi 26C. W8143C Wall Bracing Product Description I CBH2.37xS.5, caH2 37x7.83, C131-12.374.75 Adjustable Hip -End Connector 2 OU, CHU, DH UTF series hangers Drag Strut Con necto rs Gable Brace Connector Hip Corner Plate 3 HGU3.63-SDS. HGU5,2�-SOS, HGU5.5O­SDS, HGU5.62-SOS, HGU7.00-SOS, HGU7.Z- Heavy Hip to Ridge Connectors SDS, HGU9,00-SDS 4 HGUS series hangers Hip Ridge Connector Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS, HHGU5.62-SDS, HHGU7 0O_SDSF HHGL)7.25-SDS, Light Slopeable/Skewable U Hanger HHGU9.00-SDS Truss Bearing Enhancer 6 HHUS26-2, HHUS28-2, HHUS210-2. HHUS46, HHUS48, HHUS410, HHUS5_50110. TrussClip HH US7 25M 0 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, HTU2% HTU210, Il HTU28-2. HTU210-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spacer -Restraint Variable Pitch Connectors Valley Truss Clip 10 HUCOI.8119-SOS, HUCOI 81111-SDS, HUCQ211I-2-SDS, HUCO210-3-SOS, HUCQ310- SOS, HUCQ410-SDS, HUCQ412-SDS, Il 2M-SDS, HUC05.25111-SDS, HUC0610- SDS, HUCQO12-SDS IMM Simpson Strong -Tie 2020 F13C Approved Products Updated 1250/2020 CM=For direct Inks to all 8ST approvals listed belmv� CLICK HERE For additional information regarding FicridaCs Statewide Product Approval System and Marn-Dade County Notice of Acceptance CNOA),.Ce�. FL#1 114611-115 INI Product Model, Number or Name Product Description I HHUS210-3, HHUS210-4 Joist Hanger 2 HRS6, HR58, HRS12 StrapTes 3 HUCQ210-2-SDS, HUCO210-3-SOS, HUCQ310-SOS Joist Hanger 4 THGB2, THGB3, Til THGBH3, THGBH4 Joist Hanger 5 THG02-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3­SDS4.5, THGQIl Joist Hanger 6 THGW3-3, THGW3-4. THGW4-3, THGW4A Joist Hanger FL#l1473-RS §dMI Product Model, Number or Name Product Description 1 DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL. FGTRHR Girder Retrofit Anchor 3 H16, H18S, H18-2. H1&2S HurricaneTte 4 HETA12, Hil HETA20, HETA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor 6 HGAMID, HMO Masonry retrofit connectors 7 HHETA16. HHETA20. HHETA24, HHETA40 Heavy Embedded Truss Anchor 8 LGT2, LGT3-SDS2.5, LGT4-SDS3 Girder Tiodown 9 LTA2 Lateral Truss Anchor 10 META12, META16, METAIS, META20, META24, ME-FA40 Embedded Truss Anchor 11 MSTAM24, MSTAW8, MSTCM40, MSTCM60 Step Tie for Masonry 12 MTSM16, MTSM20, HTSM16, HTSN120 Twist Strap for Masonry FL*ii496-R5 §1" Product Model, Number or Name Product Description 1 DTT1Z Deck Tension Tie 2 HD12. HDI9 Bolted Holdowns 3 HD3B. HD5B, HD7R. HD98 Bolted Holdowns 4 HTT4, HTTS, HTT5-314 Tension Ties 5 LTT19, LTT20B, LM31 Light Tension Tea FL*I 3628-RO &W Product Model, Number or Name Product Description 1 S&5/8x24, S8718x24, S81x30 SB Anchor Bobs 2 SSTB1 6. SS71320, SSTB24. SSTB28. SSTB34, SSTB36, SSTBI 8L, SST820L, SSTB24L, SSTS Anchor Soft SSTB28L FL#138?2wR4 Sea X Product Model, Number or Name 1 CMST1 2. CMIST1 4� CMSTC1 6, CS1 4: CS16, CSI S; CS20, CS22 2 HRS6. HRSS. HRS12, FHAS, FHA9, FHAl2, FHA18; FHA24, FHA30, MSTI2S, MST136, MST148. MSTISO, MST172, WST27. SIMST37, VMST48 3 HTS16,HTS20,HTS24,HTS28 HTS30,HTS30C 4 LSTA30, LSTA38, LST149, LST173, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 5 LSTA9, LSTA12, LSTA16, LSTA18, LSTA21, LSTA24, ST292, S72122. ST21 15. ST2215 6 LSUSH3_25, SUSI 25; MSUSH3�25 7 11 8 LTS12, LTS16, Il LTS20 9 MSTA30. MSTAX ST6215, ST6224, $TO, ST12� ST18, ST22, MSTC28, MSTC40. MSTC52 1D MSTC68. ll STS238 11 MTS12, Ml MTS18. MTS-20 Ml MTS24C, MTS30C 12 S181.56, StB1.8i, SfB2.06, S,!B2.37, SIB2.56, SIB2.88, SIB3.12, SIB3.56, 61B3.62, $IB4.06, SIB412, SfE4.28, SS4.75, SIB5.50 13 SIBA2.12f;O, SIBA2.12/1 0: SIBA2.121 2. SIBA2,12/14, S/BA4.18/8, StBA4.1 8/10, SfBA4,18/12, SIBA4,18/14 14 SfH1A 15 S/H DOS. StH D8B, SIHD I OS, StH DI OB, SrH Of 5S, WH DI Sa 16 SfHDLI4, SIHDU6, SfHDUO. S`HDUI1 17 SMOT, S/HJCT Product Description Coiled Straps Straps 97 mil (12 ga) Heavy Twat Straps Straps 43 mil (18 go) Steps 33 mil (20 ga) Bridging Connector Lateral Tie Plate Light Twist Straps Steps 54 mil (16 go) Steps 68 mil (14 go) Medium Twist Straps Top Flange Joist Hangers Top Flange Joist Hangers HurricaneTie Holdowns Holdowns Joist Hangers Pmduct Description Concealed hangers Face -mount (OU, CHU) and top -flange (DHUTF) hangers available in widths ranging from 1-9/19'to 3-9116" and heights ranging from 9-118" to 23-15116". Face -mount hangers Face -mount hangers available in widths ranging from 1-518"to 7- W" and heights ranging from 5-U16" to 12-718"� Face -mount hangers Face -mount hangers Skewed face-irrount hangers available inwidths ranging from 3- 118" to 5-lf8" and heights ranging from 4-3Wto 15-3f4"- Concealed flange version (HSURC, HSULC) available for all double 2X and 4Xmodels: only acute flange is Concealed Face -mount hangers Face -mount hangers available in widths ranging from 11-9116"to 7- 1/2" and heights ranging from 2-7Z'to 10-114' Concealed flange version (HUC) availablefor all models having width aqualto or greeter then 2-9/16". Face -mount hangers EMMM C= Simpson Strong -Tie 2020 FBC Approved Products Updated 12rJO/2020 For drool Inks to ell SaT approvals Ned below, CLICK HERE For additional information regarding Florda!s Statewide Product Approval System and Marni-Daide County Notice of Acceptance Ill aWVJJLL.U. 18 SILEIV1.55, SILBV1.51, SILEV2.06. SJLBV2.37, StLBV2,56. SILBV2.e8, S/LBV3.12, Top Flange Joist Hangers S/Il SILBV3 62 SILBV4 06 SfLBV4 12. Sq-BV4.28, SILBV4.75. S/LBV5 60 19 SILTT20, StDTT2Z, S/HTT14, HT74, HTT5 Holdowns 20 SIMST60, SIMST72 Slaps 118 mil (10 ga) 21 SP4, SPS Stu of Plate T es 22 SSP, DSP, TSP Stud Plate T es 23 STC. OTC Truss Clip 24 TRO22 Truss Brace Diagonal 25 TJC37 Truss Jack Con nector FL#1 3904-R5 12a 1 CCC)VG.82-SDSHDG, CCQM4-82-SDSHDG, CCOM5.50-SDSHDG, CCTQM3-62-SDSG, CCTOM4.02-SDSG CCTOMS.50-SOSG, COCON43 62-SOSG. CCCQM4,62-SDSG. CCCQMl 2 ECCLQM3-62G4(T, ECCLOM4.62G-Kr, ECCLOM5.50G-KT, ECCLLCMD3.62G-KT, ECCLLQMI)4,62G-KT, ECCLLQMD5.5OG-KT, ECCLROM03.62G-KT, ECCLRQMD4.62G- KT, ECCLROM05 5OG-KT 3 HGUV6.25 HGUM5.50, HGUM7 CC, HGUM7 25, HGUMS 00 4 LGUM26.2, LGUM26-3, LGUM2134, LGUM28-2, LGUM28.3. LGUM28-4, LGUM210-2, LGUM210-3, LGUM210-4, LGUM46. LGUM48. LGUM410 5 MBHA3-12/9 25, MBHA3A2J11 25, MBHA3-5617 25, MBHA3 56t9.25. MBHA3 56111.25, MBHA&56/1 1.88, MBHA3.56)14, MBHA3.56)16, MBHA3 58118. MEHA5.60fT25, MBIl 25, MBHA&5O/11 25, MBHA5-50111 88 MBHA5 50f`14, MBHA5 501'18, MSHA5.50/18 6 MBHU3.56/9.25, MBHU3.56111.25, MBHU3.6611 1,88, MBHU3.56/14, MBHI U3,56116, MBI-111-13.5618, MBHU5.5019 25, MBHU5 50111.25, MBHU5.50/11 88 MBHU5 50114, MSHU5.501113, MBHU5,50118 FL#J 3976-RO Seg X Product Model, Number or Name I SDW22300. SOW22338, SDW22438, SDW22458, SOW22500. SDW22600, SDW22638, SDVM634 2 SOWC15450. SDWC15OOC 3 SDWH1O3OODB, SDWH19400DB, SDWHiDOOODB, SDWH19800DE, SDWHI1gIOOODB 4 SDWH274OOG, SOWH27BOOG SDWHI278ODG, SDWH271000G, SDWH27120OG 5 SDWS16212, SOWS16300, SDWS1 6312, SDWS1 6400 6 SDWS19600, SDVVS1971Z SDWS22400,SDWS22--,OC.SDWS22512, SDWS22500, SDW=800, SOWS22900, SUM221000, SOWS221100, SDWS221200. SDW=1500 7 SDWS2230008. SDWS2240OD8, SOWS2250008. SDWS226GODB, SOWSMBOODB, SDWS221COODB 8 SDWS22312DBB, SOWS2251208B 9 SDWS27300SS, SDWS2740OSS, SDWS275OOSS, SDWS2760OSS, SDWS2780OSS, SDWS271CODSS, SOWS27120OSS 10 SDWV13400 11 STN22 FL#J5363-R3 §2" Product Model, Number or Name 1 AS 18, AS I SS5. AS I 8SO 2 A52OHS 3 AS-20 4 ASHP IFL#I 5730-114 .)%al 1 ET -HP 2 GAC, GDP, GOPM-50, GDPM-75, GOPM-100, GDPS, GW-50, GW-76, GW-100, GTH 3 PDPA, POPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWR Pli POPAWL, PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECILDPA, PTRHA3, PTRHA4 4 SET-3G Product Description Masonry Pier Caps Masonry Pier Caps Heavy Masonry Hangers Masonry Beam Hangers MascirryTop Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDWFI TIMBER-H EX Screw Strong-Drrve SDWH TIM13ER-HEX H DG Screw Svori SOWS FRAMING Screw Strong-Orve SOWS TIMBER Screw(Intencir Grade) Strong -Drive SOWS TIMBER Screw (Exterior Grade) Outdoor Accents Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strori SDV%fV SOLE -TO -RIM Screw Outdoor Accents Hex -Head Washer Pmduct Description 18 ga Truss Plates 20 ga. High Strength Truss Plate 20 Ore. Truss Plate HNe Plate Connector Product Description Adhesive Anchor for concrete Gas -actuated fasteners and assemblies Povider-actuated fasteners. threaded studs, and assemblies Adhesive Anchor for concrete CM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r02020 For direct Inks to all EST approvals listed below, CLICK HER S For additional information regarding Ficirldes Statewide Product Approval System and Mami-Dade County Notice OfAcoeptairce tNOA), I I HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1-518'to 3- 9116" and heights ranging from 4-5`16"to 11", Concealed flange version (HUSC) available for models having v4dth equal to or greater then 3.9116". 12 IU S series hangers Face -mount hangers available in widths ranging from 1-718"to 3- 5/8" and heights ranging from 9-114" to 16' 13 LGUS-25-SDS, LGU3.63-SDS, LGUS.25-SDS Face -mount hangers 14 LU24, LU26, LU28, LU210 Face -mount hangers 15 LUC26Z, LUC21 07 Face -mount hangers 16 LUIS series hangers Face -mount hangers available in widths ranging from 1-9/16" to 4- 518" and heights ranging from 3" to 10-15116' 17 MGU3.63-SOS, MGU5.25-SDS, MOU5.50-SUS. MGU5.62-505, MGU7.00-SDS Face -mount hangers 18 MIU series hangers Face -mount hangers available inwidths ranging from I-W6" to 5- liS" and heights ranging from 6-15MV'to 19-11Z. 19 MUIS20, MUS28 Face -mount hangers 20 SUR. SUL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1 - 9/16" to 3-9116'and heights ranging from 3-111 61to 13-3/4" Concealed flange version (SURC, SULC) available for all double 2X and 4X models; on ly acute flange is cono"led. 21 U series hangers Face -mount hangers available, in widths ranging from 1-9/16" to 8" and heights ranging from 2-5/8" to 11 -114" FLUI 0667-RS 12" Product Description I BA series hangers Top flange hangers available mwdths ranging from 1-9116" to 7- 1/8" and heights ranging from 7-1 Wto 39'. 2 DGBF series hangers Top flange hangers available in widths ranging from 3-618" to 7- 118" and heights ranging from 9-1/4" to 24". 3 DGF series hangers Top flange hangers available in wdths ranging from 1 -IrZ'to 3- 5,18" and heights ranging from 7-11,V'to 24". 4 DGHF senes hangers Top flange hangers available in widths ranging from 1-314" to 3- 5ffl" and heights ranging from 9-114" to 24" 5 EG5, EG7, EGO series hangers Top flange hangers available in widths ranging from 5-114�'to &- 7/8" and heights ranging from 11 " to 32-IrZ*, 6 EGQ series hangers Top flange hangers available in widths ranging from 3-51W to 7- 114" and heights ranging from 11 -114" to 32" 7 GLS series hangers Saddle hangers available in widths ranging from 3-114!'to S-7t8" and heights ranging from 8-112" to 28�'. 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 118" and heights ranging from I I" to 32'. 9 HB series hangers Top flange hangers available in wdths ranging from 1-9116'to 7- If2" and heights ranging from 8" to 30r* 10 HGLS series hangers Saddle hangers available in widths ranging from 5-114!'to 8-718" and heights ranging from 10-1/2"to 2W. 11 HGLT series hangers Top flange hangers available in widths ranging from 3-114!'to 8- 718" and heights ranging from 7-117'to 32" 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 14!'to 33" 13 HIT series hangers Top flange hangers available in vAcIths ranging from 2-5tlff'to 3- 9116" and heights ranging from 18" to 26' 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8" to 3-9116'and heights ranging from 5-3/8" to 13-118" 15 HUTF, HUCTF ser�es hangers Top flange hangers available in wdths ranging from 1-9/18"Itc, 5- 1f2"and heights ranging from 3-7tlB" to 15". Concealed flange version CHILICTF) available for all models having width equal to or greater than 2-9110". 16 HWP series hangers Top flange hangers available in wdths ranging from 1-9116" to 7- 118" and heights ranging from 5-3Wto 26' 17 HWPH series hangers Top flange hangers available in wdths ranging from 1-9116"to 7- 112" and heights ranging from 5-318" to 32' 18 ITS series hangers Top flange hangers available In widths ranging from 1 -9116" to 3- 5/8" and heights ranging from 9-116'to 16" 19 JS series hangers Top flange hangers available in Width of 1-9116'and heights ranging from 5,V8" to 7-14'. 21) JeA series hangers Top flange hangers available in width of 11-OtIS"and heights ranging from 9-311 S" to 13-11a" EM= C= Simpson Strong -Tie 2020 FBC Approved Products Updated 1213W2020 For direct Inkstoell SST approvals listed below, CLICK HERE For additional information regarding FWcWs Statewide Product APprova[System and Marni-Lede County Notice ofAcceptance (NOA), CLICK HERE, 5 SET-XP Adhesive Anchor for ooncrete 6 Strong-Bor: 2 (STS2, STS24SS. STI32-6SS) Stirong-Bolt 2 Wedge Anchorfor concrete available in carbon steeland Types 304 and 316 stainless steel 7 Titen HID THD-H. THD-HMG, Tll THD-HOSS, Till THD-CS8SS) Then HD Heavy Duty Screw Anchor for concrete and masonry available with hex head in carbon steel and Types 304 and 316 stainless steel, or with countersunk head in carbon steel and Type 316 stainless steel 8 Trion HD Pod Coupler (rHD37634RC, THD50934RC) Trion HE) Threaded Rod Coupler for concrete 9 Train HD Threaded Rod Hanger (THDB25158RH. THDB37158RH, THD37212RH. Tion HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge -All (WA) Wedge -All Anchor for masonry FL#16230-RS §aX Product Model, Number or Name 1 AT-XP 2 ET.HP 3 SET_XP 4 Strong-Boh: 2 (STI32) 5 Titen 2 JTN2) 6 TMn HD (THD-H4SS, THD-H6SS, THD.CSBSS) 7 Titan Turbo (TNT) FL#1 607-013 §ZLIF PrOdUct Model. NUM ber or Name I X34BI 01 6-5K: XI S1 0 16, XI 9101 64K XQ I S1 018, XQ1 6101 6-41K 2 XL01 1 4Ti 224, )Q_Q 1 14DI 224-2K 3 XM01 14SI224, XMQI 14BI224-2K 4 XQ1`14S1 224. X0114131224-2.51K X114S1224, XQII 2S1224, X011281224-2K 5 XU34SI 016. XU34BI 01 O-5K FL#35320-RO JW Product Model. Number or Name 1 DSSCB43.5. DSSCB46, DSSCS48, DSHS 2 FC943-5, FC845.5, FCB47.5, FCB49,5, FCB411 �5 3 FPHS034SIC16, FPHSD34BICI8, FPHS034B1O1O-5K. FPHSD34S1214, FPHSD34BI214, FPHSD34181214-5K 4 Il ll 25, I-Sl SFC2 25, SFC4,25, SFC6,25 5 LSSC4 26, LSSC6 25, SSC2,25, SSC4 25 SSC6 25 MSSC2.25, MSSC4.25 MSSC6.25, MSSC4_25KW, MSSC6.25KW 6 RCKW3, RCKW5 5. RCKW7.5, RCKW3S RCKW5 5S 7 S0843.5, SCS45.5, SCB47 5_9CB49,5, SCB411.5, MSCB45.5, MSCS47 5 8 SCS32-5197. SCS62-5197. SCS62-5/118, SCS82-5,11 18 9 SCW3 25. SCW5.5 10 SJC8.25, SJC10.25, MSJC8,25, M,9JCIO.25 I I SSB3.51 a 12 XLSH34B1414, XLSH78131414 13 XQ 1 S1 018, XQ 191 C1 6- 4K. XQI S 121 A. XQ 18 1214-3, SK, XQ78SI 2 24, XQ78Bl 224- SK, XQ 114 SI 224, XQI 14DI 224-2.5K, XQ I 12S1 224, XQ I 12B1 22 4- 2K, )(348101 8-51<� XIS1018, XISIOle-4K, XIS1214, XIBI214-3.5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry Trion 2 Screw Anchor for Concrete Then HD Heavy -Duty ScrewAnchor for concrete available in 304 or 316 stainless steelwith hex head, arid 316 stainless steel wth countersunk head Than Turbo Screw Anchor for concrete or masonry Product Description #10-18 Strong-Dirve X Metal Self -Drilling, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XIL Large -Head Metal Self-Driling, Tapping Screws with #6 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive XIM Mediurn-Head Metal Seff-Drilling, Tapping Sciews wtth #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #6 Drill Point #10-16 Strong -Drive XU Metal Self -Drilling, Tapping Screws witill #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed-Clito Connector #10-16 and #12-14 Strcng-Drwe FPHSC, Framing-to-CFS Self - Drilling, Tapping Screws Steel Framing Con necto r Steel Stud Connectors Rigid Knee Wall Connector Bypass Framing Slide -Clip Con rector Bypass Framing Connector Head-af-Wall Side -Clip Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 41110-18412-14 and *12-24 Strong- Drive X Meta I Self -Drilling. Tapping Screws CD Cn -a CU > C) C) (D CL 0_ 0 0 1- CU -0 (n (D =3 -0 CU Q 0 -cu -0 -r-- Cf) -0 0 C 2 0_ = 0 (D CU = 0 0 = CIO LL ,- 0 > w Cn -0 (D Cn E I- 0 CL r CU -0 "o . C: CU -0--t W C�L < W mi C1__) C_J 4:1.1) _LC co C\ CL -0 CL a C J) 0 0 C: 0 CO 0 LU CL %6.- Cn E -6-0 =:3 (D co CIO > 0 > L_ CL 0 CL < 0 :3 _0 0 L) ICU Cn -0 0 ICU LU < Z Z SHEET NO, PA 1,2. (D > U MIAMMADE MIJAM-DADS COUNTi' PGT Industries. Inc. PGT Industries, Inc, _0 0p PRODUCTCONTROL SECTION PGT Industries. Inc. N Q 0 11905 sw26 Srm Room 208 NOTICE OF ACCEPTANCE: EVIDENCE SI.B_&ffITED NOTICE OF ACCEPT kNCE: E` MEATCE SUBSUT•TED DEPARTMUff OF REGfUIr4TORY A" ECO_YOARC RESOURCES gust) Mnw Floh& 13175-2474 BO4RDAND CODE ADMIN3STBATION DTLrISTOY T (786) 3I5 �Seo F (7ttbj 315-?3Si9 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSUR.UNCE _# - N O 0 NOTICE OF ACCEPTANCE (-NOA) www-miamMade.e®v:ecosouf 1. Evidence submitted under previous NOA P A. DR.AIN!NI GS 1- Manufacturer's die drawings and sections. B. TESTS (continued) S. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 1. Miami Dade Department of Regulatory and Economic Resources (RER)_ � Q Co U) a) N � U p _:_ -0 O Q q O (DNorth 3:SCOPE: PGT Industries, Inc. 1070 Technsrlogy Drive, Venice, FL 34275 (Submised under• :1TOA & 11.-01 Q7 04) 2) Uniform Static Air Pressure Test. per FBC, TAS 202-94 E. M4,TERLAL CERTIFICATIONS = p � 2_ Drawing No. MD-5570.0, titled 'Vinyl Sliding Glass Don[ NOA (LM)", streets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice of Acceptance No.15-0528.14 issued to Vision Extrusion Limited for their CO � � O ThisNOA is being issued under the applicablerutes andregulatioos governing the use of coustructionmaterials. The through 21 of 21, prepared by manufactures, dated 10,105/15, with revision A dated 4) LaErge Missile Impact Test per FBC, TAS 201-94 "�171:it�e Rigid PVC Exterior Extrusions for W endows and Doors". dated OS I3.+'15. to -0 E O documentation sutauftedhas been reviewed and accepted by Miami Dade County RER -Product Control Section to 04105/17, signed and sealed by A. LyrmMiller. P.E_ 5) Cyclic Wind Pre Loadingper FBC, TAS 203-94 expiring on 09,30119. -YE � (DCL be used in Miami Dade Courtly and other areas whe a alla wed by the Authority Having Jurisdiction, (AHJ)_ 6) Fumed Entry Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-1)920.08 issued to Vision F_xtrusion Limited for their co M Q This NOA shall not be slid afterthe expiration date stated below_ The Miami Dade County Product Control Section B. TESTS along with marked -up drawings and installation diagramm of viliyl sliding glass door, prepared 1000 Tan 202 and tighter Shades (Non -White) Rigid PVC Ertel r+l,r Egtrtlsions for .O U) Q (In Miami Dade County) ancVor the AHJ (in areas other thanMiam,i Dade County) res erve the right to have this 1 _ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc._ Test Report No_ FTL 8.� l9, dates 11 :nCZ'i 5, signed and Windows and Doors", dated 12/08116. expiring on 1129:21_ product or material Nested for quality assurancepurposes_ If this product or material fails to perform in the a ccepted 2) Large Missile Impact Test per FBC. TAS 201-94 sealed by Idalmis Ortega, P. E_ (Test report revised on 12,1M.15 and 02/11i16) 3. Notice of Acceptance No. I5 5528,15 issued to Vision E. rusion Limited for their 'Brown manner, the manafkaurer will incurthe expense of such testing and the AHJ may immediately rev oke, modify. or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this along �� Y door. prepared withm2rked draw s and installation diagram oftiriu l 2) Umfoml Static Air Pressure Test, pee FBC, TAS 202-94 W'mdow•s and Doors", dated 08,113 fI5. expiring on 09�30,19. acceptance, if it is detemaned byMiami-Dude County Product Control Section drat this. productor material fails to by Fenestration Testing Lab, Inc., Test Report No- FTL 8717, dated 12'07.� 15, signed and 3) Water Resistance Test, per FBC, TAS 202-94. 4_ Notice of Acceptance No_ 16-0712.02 issued to ENERGI Fenestration Solutions USA, meet the requirements of �e applicable building code_ This product is approved as described herein andhas been designed to comply with the Florida Building Code, sealed by IdaLmis Ortega, P_ E. (Test report revised on 01115i16 and 0212446) 4) Large Missile Impact Test per FBC, TAS 201-94 Inc. for their "TAN 3040 and Lighter Shades (N on -White) Rigid PVC Exterior including the High velocity Hurricane Zone_ 2, Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Extrusions for it mdou s and Doors" dated 09i 15il6_ expiring on OZ 04121. 4i_ 770 Z in}•1 g Glass Door (Reinforced) whso 90P & 13.5° corners-L.M.I. DESC`RIPTIOTM : Series "�57 �' 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 with marked -up din and installation d of vial slid s door, P �m&s Y Pad 5. Notice of Acceptance No-16-0712.04 issued to ENERGI Fenestration Solutions USA, `Bronze APPROVAL DOC17WN-M Drawing No _MD - 5 570. 0 Re B, titled "Vinyl Sliding Glass DoorNOA (LAP", sheer 3) Water Resistance Test, per FBC. TAS 202-94- 4 �Ssile Test FBC, TAS 201-94 ) e A by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12'04115, signed and r seated by Idalmis Ortega, P. E_ (Test report revised on 02 15,� 016) Inc. for their and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09;15116_ expiring on O4i L6 �0. 1 through 21 of 21. preparedby matan#'acturer. dated 10YO 15 and Last revised on 02101t21. signed and sealed by 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 7. Test report on 1) Uniform Stag Air Pressure Test. per FBC, TAS 202-94 6_ Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA A. Lynn Miller, P-E..1`ieariag ihe'_4iismi-Dade County Product Control Revision stamp with the Natiee of Forced Test. FBC, TAS 202-94 Entry p� 2) Large Missile Impact Test per FBC, TAS 201-94 Inc.. for their --White Rigid PVC Exterior Extrusions for Windows and Doors- dated Acceptatycenumberxtud expiration date by the Miami Dade C ray Product Contorol Section along with marked -up drawings and installation diagram of vinyl sliding glass boor_ prepared 3) Cyclic Wand Presmr Loading per FBC. TAS 203-94 0"0117, expiring on 02,28118. ALISSTLE IMPACT RA.TPi G: Large and Small hTtsstle Impact Resistant by Fenestration Testing Lab, Inc., Test Report Na_ FTL 85t6_ dated 1 lib6"15, Signed and along with marked -up drawings and installation diagram of vinyl sliding glass door, prepared 7_ Test reports No(s). 10-002-792(A), 10-06-NI0527. 535753-09- per ASThiE-84, Limitations: 1. See table 1 (sheet2) and table 2 ('sheet 8) forapplicable SGD unit sizes- design press res_ reintorcements types, sealed by Idalmis Ortega, P_ E. (Test report revised on 0110416 and 0? r11'2016) by Fenestration Testing Lab_ Inc.. Test Report No. FTL 6638 (samples A-1 thru A-22), dated ASTMD 1929 and ASTMD-635. issued by EXOVA to Vision Extrusion for cellulosic glass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchor layout sheets requirenxents in 11 thru 16_ 3, Test on 1 Ail Infiltration Text, FBC, TAS 202-94 1).Air 19.+'10, signed stud sealed by Jorge A Canso. F. E. (Srtbntitted under NO-4 �'10.11- composite matetisi- 2. Rigid White PVC, Tan (Non -white) Rigid PVC and Brown coated (Pained or laminated) white Rigid PVC to be 2) Uniform Static Air Pure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 010704) 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 (Submitted under MOA A'o.11-11107. 04) 8. Notice ofAcceptance No. 14-,0916.11 issued to Kurmy America., Inc. for their labeled per referencedNOA'srequirements. 3. Egress operable doors must comply with ruin clear width or heieht per FBC requirement, as applicable. 4) Large Missile Impact Test per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 `Senn• GL•tst (Clear and W7rite) Interla} er"- spiting on 07?04i 18. 4. Pocket walls under separate approval. to be neviewedby Building official 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94_ 9. Notice of Acceptance No.16-1117.01 issued to Kuruay America Inc- for their LABELL'tiG: Each unit shall bear a permanent label with the mararfa►rturer's name or logo, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Nfissile Impact Test per FBC, TAS 201 94 " Trosifoll- Ultrackaar, Clear and Color PNT Interlayers7. expiring on 07+108.19. n following statement: "Miami -Dade County Product Control Approved". noted herein along wzthmarked-up drawings and installation diagram ofvmvl sliding glass door. prepared 5) Cyclic Wand Pressure Loadiagper FBC, TAS 20394 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no by Fenestration Testing Lab, Inc., Test Report No. FTL 8547. dated 12-1304115, signed and 6) Forced Entry Test. FB C, TAS 202-94 � F. STAIE'4iEI�TS change in the applicable building code negatwely affecting the performance ofthis product sealed b Idalmis Ortega, P.E. eat revised on 0?115,'1 y (r repot 6) along with marked -up drawings and installation diagram. of vinyl sliding glass door, prepared tr ti< 1_ Statement letter of conformance with FBC-S Edition (2014) and FBC-6 Edition TERAM ATION of this NOA-will oc cur after the expiration date or if there has been a revision or change in the 4. Test report an 1) Air Infiltration Test- per FBC, TAS 202-94 by Fenestration Testing Lab, Inc_, Test Report NO_ FTL 6337 (samples A- I thru A-5), dated (2017} issued by manufacturer, dated 0&114117, signed & sealed by Lynn Miller. P.E_ Misuse of this NOA as aaendorsement of product, materials, use, andlor manufacture of the product orprocess. � airy 2) Uniform Static Air Pressure Test: per FBC_ TAS 202-94 12106110, signed and soaked by Jorge A_ Causo, P. E_ (Submitted under A0-4 Ao.11_ 2_ Statement letter ofno financial interest, dated 04118,�17_ issued by manufwturer. signed for sales, aciv ertising or scut o9wpurposes shall automatically terminate this NOA. Failure to comply with am,3) Water Resistance Test, per FBC, TAS 202-94 0107 09) & sealedby Lynn N+.iiller, P.E. section of this NOA shall be cause for termination and removal ofNOA_ 4) Large Missile Impact Test pet' FBC, TAS 201-94 3- Letter of lab compliance, part of the above test reports. A.DVERTISE_ME1T: The NOAnumberpreceded by the words Miami -Dade County. Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. CALCULATIONS 4. RER Test Proposal No. 17-0387. dated 05,I' /17. signed by Ishaq Chanda. P.E_ expiration date be di ed in advertising literature- If any portion of the NOA is displayed, then it sha 11 be xp rosy splay g�Y 6) Forced Entry Test, per FBC, TAS 202-94 l _ Anchor verification calculations and structural analysis, complying with FBC-2014, done in its entirety. along with marked up drawings and installation diagram of vinyl sliding glass door, prepared pared by PGT_ dated 12.09t15and last restised on 02.'15/16- signed and sealed by G. OTHER c ,� Ij\ SPECTIOI : A co of this enure NOA stall be rovided t4 sure user b �e manufacturer or its elistrnbntors and copy p y by Fenestration Testing Lab_ Inc., Test Report No. FTL W-0- dated 12.04,`15, signed and r Anthony L Miller, P.E. (SubsrMed under.Y0.4 A'o.151210.01). 1. Notice of Acceptance No.15-1210.01_ issued to PGT Industries, for their Series , re shall be available for inspection at thelob site at the quest of t$eBuilding official. sealed by Idalnis Ortega, P. E. (Test report revised on O1+t}411b and 071I1r`16). f 2. Glazing complies with ASTME-1300-09_ r -557012770" Vinvi Sliding Glass Door (Reinforced) - L.3.11". expiring on 04/14•21 _ C%, t ThisNOA revises & renews NO Ai#Z0 0429.03 and consists o€thispage 1 and evidencepaes £-1, E-2, E-3, E-4, = 1 {; r - 00 I ane E-5 & E-6 as well as approval docume l mentionedabe. Ishaq L Claaala, P.E. Ishnq L Clanda. P.E. Ishaq L Chanda, P3_. e �- The submitted doetiticar was reviewed by Ishaq I Chanda, P.E. Product Control Uxit Supervisor Product Control fait Supervisor Product Control Unit Super -riser LO •, ; _ �� No. .1-0,.fl5A3 NOA No.11-0205.03 NONo. i :01;.Q3NOA NOA \o. 1-8288.fl3 Q c f �� " QIMAM tOuU Expiratian Dater April l4. 2026 Expiration Date: April 14, 2026 Expiration Date: April 14.2026 Expiration Date: 1pril 14, 2026 .1pproral Datr:blarch 25, 2021 Approval Date: March 25, :021 Approval Date::ll:rch 25, 20:1 :�pprova! Date: ;!lurch 15, 2021 Pagel E-1 E-2 E-3 l I -_ cJ Q 1 0 l ✓ ��+i` LL L O O OW CL PGTlndusnies, Inc. CGI W'mdow•s and Doors, Inc. PGT Industries, Inc. NOTICE OF ACCEPT-4-NCE: EVIDENCE SLBMIITED NOTICE OF ACCEPTANCE: EN7DENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE StB31ITTED 2. Evidence Submitted under pretions submittal E. MATERLAL, CERTIFICATIONS (continue) 3. New Evidence Submitted 5. Quanex Part Super Shaver Standard complying with ASTM C518 Thermal Conductivity A. DRAWTNGS 0-891 BTU -in, hr.-it2-T, ASTM F 1249 W'G TR Pass, ASTM D3985 Oxygen -Pass. ASTM E A. DRAWINGS 1. Drawing No. DID-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LW-. sheets 2190 I.G_ Durability -No Fog -Pass- (Subndfled under prMous A°0-4 Ao.1 5-0409. fly) 1. Drawing No. ?A D-5570.0 Rev B. titled "Vinyl Sliding Glass Door NOA (LW. sheets 1 1 through 21 of 21, prepared by manufacturer. dated 10,05115 and last revised on through 21 of 2 L by manufacturer. dated 10,'05115 and last ra ised on 02 OI12 L /1 04,"22+20, signed and sealed by A- Lyme Miller, P.E. 6. Quanex Part Duraseal courtplying with ASTM C518 Tbeimal Conductivity 2-22 BTU -in signed and sealed by��L }Miller, P.E_ V � hr_-fF-a': ASTM F 1249 A'VIR-Pass, ASTM D 1434 Argon Pemneance-Pass ASTM E Note: This revision consists replacement of same existing installation screw with flat head- � B. TESTS 2199 I_G, Durability -No Fog, ASTM E 546 Dew Point Development -201F in 48 his_ 1. Test reports on: 1) Air Infiltration Test, per FBC. TAS 202-94 (Submitted under Ar0.4 Ao. 15-0409.05). B. TESTS 2) Uniform Static Air Pressure Test. Loading per FBC_ TAS 202-94 7_ Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification 3) Water Resistatue Test. per FBC. TAS 202-94 for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd --VEX- I by 1. None_ 4) Large Missile Impact Test per FBC. TAS 201-94 AAMA Fenestration Exterior Profile Certification Program. (Subinwed under NO.4 A'o. 15- C. C'ALCLTATIQtiS 5) Cyclic Wind Piess-ture Loadingper FBC, TAS 203-94 0409.05) i_ None. along withmadmdup drawings and installation diagram of all PGT Industries, Inc. 8_ Vision Extrusions, Ltd_ Parts complying with P'VC AANIA 303-13_ }, representative units listed below and tested to qualify Dowsil 791 and Dow•sil 983 silicones. (Sub»titled under A'O-4 Mo. 15-0409.05) D. QUALITY ASSTUTM NCE � prepared by Fenestration Testing Laboratory. Inc., Test Reports No.: 9. PVC-AAMA 303-13. Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions_ Ltd_ -`VEX-1 by AAMA Fenestration Exterior Profle 1. Miami -Dade Department of Regulatory and Economic Resources (RER). FTL-7897, PGT PWT5520 PVC Fixed Window (unit 6 in proposal), dated 09103/14 FTL-20-2107.1, PGT SGD780 Alu nrimtn Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGTCA740 Alum_ OutswingCasement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution- USA, Inc. for E. MATER.UiL CERTIFICATIONS M 2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their --Tan 3040 S light shade (non -white) White Rigid PVC Exterior Extrusions for 1_ Notice of Acceptance No.19-0305.02 issued to Kurarati America, Inc. for their PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07113120- all signed Windows and Doors , expiring on 0MV21. "Trosifoll, Ultraciear, Clear, and Color PVB Glass Interlayers-, MC expiring on 0724_ Co � and sealed by Idalmis Ortega. P.E_ 11_ Notice of Acceptance No. lit-0122.02 issued to E Fenestration Soluticu USA, Inc, for 2. Notice of Acceptance No_ 17-0808.02 issued toKuraray America. Inc. for their their series-111ite Rigid PVC Exterior Extrusions for Windows and Doors", expiring on "Senti-rGlast (Clear and White) Glass lnterlarers", expiring on 07/04123_ > tL CL C. CALCLT ATIONS FBC 7'a 02-P8.0-3. 3_ Notice of Acceptance No.18-1106.10 issued to Vision Extrusions Limited for their `Brown O < 1. Anchor verification cakulations and stmctural analysis, complying with 12_ Notice of Acceptance No_ 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for Coated (Painted or Laminated) W7uite Rigid PVC Exterior Extrusions for Windows Edition (2020). dated (W2220, prepared by manufacturer, signets and sealed by their "Bronze R light shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on M-30: 24. L� Anthony Lynn Miller, RE. Windows and Doors". expiring on 04/16,25_ -l_ Notice of Acceptance No_ 18-1106.11 issued to Vision Extrusions Limited for their series U ?. Glazing complies with ASTMEIMO-,0-1, -09, -12 and -16. "YE 1000 Tan 202 and lighter shades (Pion- %Bide) Rigid Cellular PVC Exterior _0F. D. QUALITY ASSURANCE STATEI�NTS Extrusions for Windows and Doors_ expiring on 12129,21. 0 lbiiami-Dade Departm�! of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 7a' Edition (2020), dated 04,22,2fl. issued by manufacmrersigned and sealed by Anthony Lynn Miller, P.E. F. STATE3iEINTS E. MPiTERLA.L CERTIFICATIONS 2. Statement letter of no financial interest and of independent- issued by manufacturer. dated 1_ Statement letter of conformance to FBC 71 Edition (2020), dated 0101,2i. issued by Q 1- Notice of Acceptance No.19-0305.02 issued to Kurarar America. Inc. forth& 04,11 V-0, signed and sealed by Anthony Lynn Miller, P.E. manufacturer. signed and sealed by Anthony Lynn Miller; RE. "Trosifolg [?th aclear, Clear, and Color PZB Glass Intertayers. expiring on 3. Private Labeling Agreement document between PGT, dated 0330i15 and signed by all 2_ Private Labeling Aft dated 010 21 between PGT Industries, Inc. and CGI 07/a8124_ mvolved parties Windows and Doors Inc.. signed by Dean M Ruarir, P.E., V.P. Engineering. on behalf of 2. Notice of Acceptance No.17-0808.02 issued toKuraray America, Inc. for their "Send ', bothcompanies_ Glasl (Clear and White) Glass Interlayel•s hiring on 07,04,23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their 'Brown 1. This NOA revises NOA# 17-0420.06 (PV rw;CGI) and updates to FBC2020 (7*Editian), G. OTHERS Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions expiring 0 21,121 _ 1_ This NOA revises R renews P+O.si# 20-0429.05 (PLA wICGI), expiring 04114t26. for Windows and Doors", expiring on 09+30124. 2- RER Test proposals f#19-1155 dated Ol i 10120 approved by Ishaq I_ Chanda_ PE, expiring 2. The current associated PIA, CGI file. #21-0205.01, expiring 0411+26. O L � 4. Notice of Acceptance No_ 18-1106.11 issued to Vision Extnisions Limited for their 0414r21 series "VE 1000 Tan 202 and lighter shades (lion -White) Rigid Cellular PVC: _ c',.,,>:. �� w Exterior Extrusions for W'mdows and Doors". expiring on 112M 1. , f , f Q CD Ishaq L Chanda, P.E. Ishaq L Claude, P.E. Z J Islaq I. Ganda, P E. Product Control Unit Supervisor Product Control Usk Superrisor Z Product Control Unit Supervisor NOA No. 21-0209.03 NOA No. 21-0205.03 Q NOA No. 21-02o5.03 Expiration Date: April 14.2026 Expiration Dade: April 14, 2026 J ExpiratiouDnte: April 14, 2026 Approval Date: March 25, 2021 Approval Date: March 25, 202I t1 Approval Date::ltareh 25, 2fl21 E -5 E E -4 SHEET NO. PA 1.3 L ; - I I I I I I -I I-- �- III 1-111-fi�IIA�'llill IN-11'r II I I III I I -- - I I I - I I I ,I- I FT /IT TTE —00 I N C \ InLLIT TESTING A ENGINEERING CC I - WAT TRR A. "LLIT. JP- F.F. ,=1-1-corn .�.,C,. Z" FL CA U­ N,, 00(*719 PRODUCT EVALUATION REPOR REPORT NO.: 20-07211.011 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products U-C, 4800 S.W. 51 Street Davie, Florida33314 I. PURPOSE OF EVALUATI N: This is a Product Evaluation Report Issued by Waiter A. Tillit Jr., P.E. (System ID # I 906) to the Global Protection Products, LLC, Rule Chapter No. 0 1 G20 -3, Method I D of the Fla rid a Depa rtm ant of Bust n litas and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compl lance In accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for thIe purpose intended at least equivalent to that required by the CodcL This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT IILUATION DOCUMENT(P.E.D.)m Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by 7ilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part Evaluation Report. 0,%tI,N,MlS10,F1 1� o1,tR A. rQ%, L,%P ........... /'N -- 04.,-, 00EN,9".., - - *z , " �,, , -- ��--, ", e --�.�% - . - S --I-- g��-- No. 44167 ', a '2/2�, ,�� *: . " 4-0:'. ­:! -- .1A I .—MIJr I S^P" '& 0. .,-� k . �II x- I top,lu� -"*,,li-, V � . A ,;1,'e,9`.. -.";�F 'A k , S — ... V Al 6355 N.W. 36th StreM Suite 305, Miami, Florida 33166 - Phone: (3015) 871-1530 - P, , ­Iffllsoflwk,�, , . IWII$Ill$L"W"�IRIK,49(43�Z1,431�ltj',406�f#Wi,I 4I I 2.2.TES REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-5eg dated 08/0911 996, #96-570 dated 09118/1996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0611 998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-1 97 by QC. Metallurgical, Inc,, dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. ST UCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and In accordance with section 16116 of the Florida Building Code. Calculations prepared by Tifteco, Inc-, dated 1 1103/08 and 03112115, signed and sealed by Walter A. Til lit, J r., P. E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. C MND LOADS RESISIANM- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1, 14,15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document i(P.E.D.), drawing No. 20-176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document (P,E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 26 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. potillillilip", ,"I'S k t/41/','4,y 101'�'�x ...: ... �� %, ,,, ,.� , I .... .. - V, -N I - -g��.- ,,\r,EN,9j' ..:T , -1 Z '. -' . ' , - � '19 -=f r � 7 '- �f7:�­-- �­.-441 6 I :�,'­­��- --- * /7 I � :* . . - I , - / / -S ��t STATE OF ..",T, �� -,,; - A III , 14i I wk 0�,­. towl) .,-�-�,,,* -44 " F, - - . I 111111I, � C it,11'11%�"` GENERAL : 9 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE FOR 2a GAME BMAMM MM RM afittii�� EXISTING WALL ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAN STRUC'URE BEHIND SUCH PANELS. �IrSTOFIM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR CO1WPLJ,NCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8 1) AND IN 0-2) ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODC. CC) 10-1�111il]itil�ID (MIN SPECIFIC GRAVITY n - 055 MR. ; DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. - 1/4-0 TAPCON ANCHORS. AS MANUFACTURED BY IT IN BUILDEX. INC - 014-10 PANIUMATE FEMALE 0 AND PAIREAUMATE PLUS ANCHORS. AS MANUFACTURED IN ELOO CONSTRUCTION PRODUCTS FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL K INSTALLED AND THE - 1/4 0 LAG SCREWS PER M.D.S. FOR A DIRECTONALITY FACTOR Kd-O 85. USING ASCE 7-16 AND SHALL. NOT EXCEED MAXIMUM (A.S.O�) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14. 15, 16. 19 & 20 - 7/16'0 . 5/8' WOOD BUSHI AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECL44-TY 00. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMAIT DESIGN WIND LOADS DETERMINED PER ASCE 7-16 C, 1) MINIMUM THREADED PO4LYRATION INTO WOOD OF TAPCON ANCHORS SHALL ENE I 1/2- AND 2- FOR ELCO PANDMATE PLUS SHALL BE FIRST REDUCED TO A.S.0 DESIGN "NO LOADS try MULTIPLYING THEM By 01 IN ORDER TO AND PAREUMALE FEMALE JD, COMPARE THESE W/ MAX. (kSo) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 17. 14. 15. 16, 19 & 20 IN ORDER TO VERIFY THAT ANCHORS ON THIS P ED. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE C 2) MINIMUM THREADED PENETRATION Of LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2-. NO r.FI PENETRATION INTO STUCCO SKAu, BE CONSIDERED AS PART OF THE REOLKREID THREADED PEWTRArON. STRESS FOR WIND LOADS WAS ML USED IN THEIR ANALYSIS FASTERENS SPACING TO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH AIDS. 2018, C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PAI ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEER VERIFIED W ACCORDANCE WITH SECTION 162a OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING & TCSTING INC. REPORTS %-Sft, 96-570 R 96-T30 AND - 0 - LONG WUM4jW C 4) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8' 1/4 -20 SCREWS USED SHALL BE 1 1/2 FENESTRATION TESTING LAO W.. REPORTS 12032 & #2124 . AS PROTOCOLS TAS-207, TPS-202 AND TAS-203. SHOULD STUCCO EXIST, Mo I' MINIMUM Poll WALLS WITH NO STUCCO AS WELL AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT 002 19.01-09. AS PER TAS 201. TAS 202 AND C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAN". STUCCO OR WOOD BOARDS BE FOUND ON THE MSTIND TAS 203 STANDARDS, WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS, 2 ALL ALUMINUM WRUSOVS To BE GM-TG AIM AND MUPER (UNLESS OTHEAWISE NOTED) SEE SKEET 2 MOC40RAGE SHALL BE AS ANEWrICINED IN C 1), C 2) & C 4) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL 4AVE 3105-HI4 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING AL- OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR*S MANUFACTURER 4 ALL STEEL SHEET METAL PANELS 94ALL HAVE STRUCTURAIL QUALITY STEEL. ASTM A-653 GRADE 50 MINIMUM. G-80 B PAWLS MAY ALSO BE 94SALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 THROUGH to (SHEETS 4 GALVANIZED STEEL DESIGNATION W/ry- 541.3 III (AFTER ROLLED). THROUCI 6) EXCEPT THAT HEADERSM&CD 94ALL NOT BE USED 5. ALL SCREWS TO BE STAINLESS STIDEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. 17 SHALL BE THE RE OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE "RE SHUTTER IS TO BE DIN SOCIIS W/ 50 lew Mo STRENGTH AND 90 k.i TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE ATTACHED TO lAISURE`P=0PER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACKED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 2411.3-3.4 BUILDINGS, 8 BOLTS TO BE ASTM A-307 GALVANIZED STEI OR AISI 304 SERIES STAINLESS STEEL MTIH 36 � MINIMUM YIELD STRENGTH, IQ EACH REGULAR STORM PANEL WATH LENGTHS OVO V-8 THROUGH 12'-4'. AS PER SECTORS 6, S. 2 * 10 AND ALTERN&TIVES 8W. 9W & I OW ON 94EM 3. 6 & 12 RESPECTIVELY; SHALL HAVE A LEGIBLE AND READILY VISIBLE MARIONG INSTRUCTING OWNER OR 7 ANCIORS To WALL SHALL BE AS FOLLOWS TENANT TO SECURE PAWLS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING (A) a DO 11, THE INSTALLATION CONTRACTOR IS TO SEAL/CMJUK ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CDfttACT WITH - I/ -0 TAPCON ANCHORS AS MANI ED BY I.TW, BUIUDEX. INC (M., f'C-3192 Ps.i) THE BUILDING To PREVENT ONDI INTRUSION - I - CA" W /4� 0 . 7/5 -IN ANCHORS, AS M:KW BY DMALT INC (MIN. f'c-3000 ao.A.) - 1/4'0 , 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POWIT SCREW, BOLT A, SPECIALTY CO. 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED 0 THIS DRAWING PLUS ANY 9U`UXNG AND ZONING REGULATIONS (Lfi- ('­3000 as..) PROVIDED By THE JURISIDICTON WHERE PERMIT IS APPLIED TO - li I 0 PANELMATE FEMALE ID & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS 13 (a) THIS PRODUCT EVALUATION DOCU61ENT (P.ED.) PWPARCD BY tHiS ENGINEER IS GENERIC Mo DOES NOT PROVIDE INFORMATION (MIN, V -33W P.J') - 1/4-0 C; TAP-GRP ANCHORS. AS MANUFACTURED By TRU-FAST CORPORATION (f'­3100 as,) FOR A SITE SPECIFIC PROJECT. ,* WHERE THE SITE CONDITIONS DVAATE FROM THE P.E.0, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND WSTALIATION INCLUDING LIFE SAFIETY Or THIS PRODUCT A 1) Mlk�fld EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2' FOR PAWLMATE FEMALE BASED ON THIS P ED FROMM W/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 0 AND PAHEMALTE PLUS AND 1 I/C FOR CF TAP-CaP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSISKrry, &2) CALX-IN & SOU,D-SrT ANCHORS SHALL RE E&ORIM 7/ - INTO THE POURED CONCRETE NO EMBEDMENT INTO ILZ (c) THIS PRODUCT EVALUATOR DOCUMENT WILL BE CONSIDERED iNVALM IF MODIFIED, STUCW SHVILL BE PERMITTED 1/4' ­20 SCREWS USED BE 1 1/2- LONG, MINIMUM 94WW STUCCO EXIST. No I* MINIMUM FOR WALLS MTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THRIACIED SCREWS W/O HEAD. (d) SITE SPEC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUT& ENGINEER or RECORD (ED A,) FOR TH PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E 0. ENGINEER OF RECORD ACTING AS A DELEGATED ENCINCER TO THE A.3) IN CASE THAT PRECAST STONE. PRECASI CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E D ENGINEER. SHALL SUBMIT TO THIS LATTER i4 SIT SPECrhC DRAWINGS FOR RVAEV. EXISTING WALL OR FLOOR. ANCHORS SHALL BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN �I) AND IN A2) (e) THIS PE.O, SHALL WAR THE DATE AND ORIGINAL SEAL AM SIGNATURE OF THE PROFESSONAL. ENGINE" OF RECORD THAT PREPARED a (a 14 SHUTTER MANUFACTUI LAB& SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - �/4' A TAPCONI ANCHORS AS MANUFACTURED BY 1, T W BIALDI INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIM BUILDING CODE. ONE LABEL _ 14* 0 ,I 7/8' CALK -IN ANCHORS. AS MANUFACTURED Dry DEWALT INC (MIN I'C-1500 P.2j) SHMLI. BE PLACED FOR EVERY OPENANG, LABELING TO COMPLY WITH SECTION 1709 9.2 OF THE - 114 " X 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED By ALL POW SCREW. BOLT III SPECIALTY GO FLORIDA BUILDING CODE (MIN r_I aOO P 3" I THIS DRAWING SKILL ONLY BE USED TO - #14-10 PAWLMATE FEMALE to AND PAWLMI PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION Iff OBTAIN PERMITS IN THE STATE OF FLORIM I I PRODUCTS (MIN. " C -207 I P" ) 00,001141 - "o - 1/4' A CIF TAP -GRIP ANCHORS. AS MANUFACtURFD BY TRU-FASI CORPORATION 0 -,0! 'A"Aw" " � �: - �lq,h'l, " 'I.. 8, I) W14NUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND CF TAP-GRP AND., INTO THE C ... .. � CA, ./- - FLORIDA BUILDING CODE (If9h Velocity Hur icon* -..' BLOCK UNIT SHALL 13E 1 1/4- . . -- I 4 - 1 1 - M'DIXI, WC 1 20 GAGE GALVANIZED STEEL STORM PAIIEL ; : No, 4 167 '. - " 44 8.2) CALK-014 & SOUD-SET ANCHORS SH,AUL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. NO INTO STUCC BE PERMITTED 1/4' 0­20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOU 01 S ------- —0 PRODUCTS U.C.1 '- <Z�r iiiII-- � -'�, - r ON I fil-L \ JGLOGAL PROTECTI ,SHAUL EXIST. AND MINIMUM FOR WALLS WITH NO STUCCO. -1 . % . R1 T nc E I. , , _ 0 a / C — . �-- 3 6. MATERIAL CHARACTERISTI AND - . SP-EMEIGATIOM Shall be strictly in accordance with General Notes and Components Inidicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LWTATIONSAND CONDITIONS OF USE: 7.1. Shall be strictly In compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thru 16, Indicated an sheet 21 of26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by TilteGo, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tilift, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719), ,,%I"K14ft##I,,0 "" lik N I T14 4;� NN ` ,011 �,'�x : .... �" ....."', .` I/ \ .,� �� ,�c N -.�, , I . E .. P I - - -1 -2 * . . ` - * I ----- - I- I;_---- I 4167 . = - -W-�----7��* —7- 1-*,- :*E -�� "�o--?O,A-�-. TATE OF .. : I -- .. I O . . / , 11 \,Oe ... ,�RT . �-� j , ,�-. ""ZORID ..., '11111ZSi6 �'� � `., . WAT)LL D�� T)LTECO ADMON RECORDS � P. E. REPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED STEEL STORM PANELkORM # 20-175 k REPORT# 20-072&01 I I N I I L1 ECO w4c. TILLIT TESTING & ENGINEERING COMPANY WALTERA. nL1JT, M, P.E. tiltCOO@aOI.COiD FI.Rr Li—N;I 44161 fIA:.A. L­'4,,.'>*6?I9 REPORT NOI 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME. 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products. LLC 4800 S.W. 51 Street Davie, Florida &3314 1. PURPOSE OF EVALUATION' This is a Product Evaluation Report Issued by Walter A. T11111t, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Fl orl da Department of 6 usl ness and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Flolida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affed its limitations and conditions 2. EVIDENCE SUBMITTEDl 21. PRODUCT EVALUATION DOCUMENT (P.E.D.) Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/2712020. This drawing is an intevM "I ,118 . . tv, Evaluation Report. "N kt . ­:... I/pl,"'. p ,V ,o� . , .. 5p�,, 1-1 4-10V- - , I " "I '. I ---- � , �-\\I�ENS,4- .... -. � , - ---�­­,.5;;;;: - - . ' * -- ' - ­� -44167 - - - � - , - �E--- -146' , "'1-:wi3Oi', , * ': * I I . / S -0'- STATE OF .-'Qz. 5, .P,. .,4, , 1�,!?�;7- -�t O R oP,- .-. -,:�;'i 6155 N.W. 36th Street, Suite 305, Miluni. Florida 33166 - Phone: (305) 871- ULAR & LIFE SAFETY ST (SCALE 1/2-I-) - �- - , . - - - - - 15. 1 116- (TOTAL WIDI ---- -- - - - -- - - - - - -- - - - - 13.IN- CTOTAL WOTH) I - --- -7 7 - -- --- -- - 12�500` (EFFECTIVE WIMI - -- -- - - ­ ---- 1 -- - - - - 6 1/4* - ---- ­ ---- -11.250-- -------- 7- -- 1 --1.3?0' - -I�W- - - '.3 a- - , 'N -W 1 ,-N.500- :/ - . I I I � �A'x 11 ; � . - 1.350, - A DOW MIN. TRICK -1.3w- Xx I � , , - -- -- --- - ' -- I � � . I I - - - I I GKWAM STEEL ' A �-- --"'N r- - T ­­ I " , � --- - - 7.j �� - - - ��57AWM ' ' 11 '. - I " . - , I -- ASI A-653 *O* �o I 1 "'M - . , "�ffl) -� I / 1 0.036' Aft, THICK , /, , HEIIIIIIII 1 " / I 4 2.657' GALVANIZED S7M EDGE -- I ) 14 24-51-- , MAV GE -G-W5O GALV MOE - , _ / 2. ASTM A­MS3 I L I . I �P O�­ *, ; * *? TYP, C _ -, I -1 "DAMD 1 . - � QEy_ GRADE 50 DKETAIL - DETAIL al 1 I -,�ETAILE:Gf I _ _ C-50 GALV ­t-�VA17 �, 7 [ � .. 45.6 _ " 48.v . ,MS Er � . - -*- - , - - -- ----- � I ___� -- ------------ --------- - I 3150' _ _ -I L-11,Ao- � I . ---� -I ZW - I - - G.25O­------- - (D STORM PANE & END STORM PANEL ---2.167' - -- , � --- - -- - - 11 -250 1, �� I � ,125 qe­20. PAWLS END UP ,---" �-,, I 1 ­ 3r ------ ­ -, ---- 1 2. I 87' - - ,*I& 12S7 W/ HEM" Ew. 1-1 :,,_----" - � I � 100, 1150' .100, %�- .: .750* 304 SERIES %. .. - A a t -�­-- - 125- SS STUD 01I 53. STUD RIVERED - .750* . � I I -� � ; LE r ,,, - :-z I - I � D To V I, �I ,N� , � 11-11�-- Do' 3-375. --T0-01r- 1 .093" - . I.,Wd I, Ii 12 1111101.500. -"�� -, " � � I I I - VI 2 1 25. 2 ODD . �- :P3 SEE ���--�, �< 7 _ I- M. I .09A: cETAIL I . , 6 ��, ��, 2,125* - I I - I- . - -1 - , Al a 37j5' I - -�4 ., , t d -!- "'Ne"El", - -, I- ­1 - -1 I 1,125- I I . , , /" - I I .1 (V FIAL it - 30"C' - 5, me. - - --1.500, - L--J,5OO­-J ISOMETRIC VIEW DETAIL A 2,000 ... - I 2.000' - ROUNDED CORNER 0 ENDS OF PANEL'S Aj/L--- it END UP W1 HDAINIED EDGE. ANGLE WITH STUD A14GLE WITH (�) 1h" HEADER (�) Wife HEADER (�) ANGLE (4 @ (NI REVME STUD f - - --I VAINES I I SEE W, - = -f--A 1/14 A, 2/14 01344' T,P Too IDGE .ilf ... -374 - 75W - T - . . - .ON' I f � OF PAMEL .I", - l5a.- -- 310' "O* - �- I L--'I­1 .. '?Y�1/4*0­20. 304 MASS I - L- f - - , - . � ". r Ss. STUD RKTO To 063 375, -.3.0 I . r �� 12 t/r CC 1.407`1 ' .S. I I- - --I a-� -14-4-11- + - - I -1 t I 1671* . I I .11 " I I -11 � 1.34 �R 052"'. % 3WI --- L I& _ .390 I.M. :!i _ I 8 _ . � 921. HOLL FOR . :�, 015, �7iO' LOCATION AT - --- Al, I C: 7 ., I I - J - - ---- I 1 - - - I EVERY PAM OVERLAP I - W.00* ".060 L- �054' . Zri.-. -- 2.000- � - -TTYP-) 7.DW (�) KEY HOLE WASHER - -.063, (�) "E' TRACK ANGLE (R 3/8" 'F' TRACK (?) FLAT PLATED - aom- (W.-) ­004' WITH STUD GALVAWED STM . - - 4 .i" 010 III. AA ". 15' LONG, - 0 ...... !7!1�21, �V� 11 , ..��,\ . , -- Vl� . .. I � � I 13. A .. OtE�AF`!Ip ( . I. - f , - 7 I.... -. I ... 11 I 38`0 .875*0 Z . &:� 0 -- I - - 0 I -1 I -- = : No. 44167 -. S E: -�­ . 37S* = .. . r *:. : Tor i FLORIDA BUILDING CODE fth Velocity 1- 3 * � Hur one Zono)l A --- - --I .- - ThED it" OF PAMM SI.. STATE Of ..'- � IXACa Mc. IR .063*- ILA: C MICKE - TnI. BOTIO. Z 1. - Z 20 GAGE GALVANIZED STED. STORM PANEL I, - . � MAIN,,, W 1 .125- -1-875- ONG NO %4�`- ) "`A, '4=­� *,- ,�- , (�� KEY HOLE * - 2.000' - - 6 "' r . .�*x --.,-I- . am- Igo, .; AT PANEL "I j " -- /- - --, Z 11L1EC0..:.�GLOMPRDTECT10NPRgWM LLC — - WN , ,. ' ... ­ , , AM AIR 31 sum _ , ANY (1) 2"X7*XI1A' &79-^TAa� USE WMC Mur W/OUT jr/-/,'-y---1 .-I Ze" 1 DAME. F. 33314 20-176 ALUMINUM ANGLE NDNDUW M - - e. - - - WOM., � - MOE CWYM-75-k FAX, "Mo-on, / (M--- ­c"A­ - v-1.7--=�= — I — 1 MR Im. — I- MWONG - �- �­`XXWI` I 2! . , KAJ'SOOT.W.10ATE STIOD. OR OWL PLATO STEEL). WALM A. "Aft .. PAL 1 I Fill]),\ U. J 1 " `r"R F29 - I - 1 � INIXT 3 Or 26 2 2.Z TEST REPORTS: Large missile Impact load tests were performed under SSTD 12-99 standard as per section 1600.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P,E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1809.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Juno E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2000, signed and sealed by Frank Grate, P.E, as per ASTM E-0 and Tensile Test as per QC Metallurgical Report No. 1OKM-1 318, dated December 1, 2010 signed and sealed by Jerry Jacictfano, P. E. as per ASTM E-8- 2.3. STRUCTURAL ENGINEERING CALCULATIONS6 On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1804 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08127113 (for this revision), signed and sealed by Waiter A. Tillit, Jr., P.E. 3. MISSILE IMPACT tESISTANCE: Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4, WND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thrut 16 and 18 of 18, of Product Evaluation Document (P.E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTID 12-99 Standard. ,k%%41WIIIN et� A . r!"; N . V,11111 ....."." - - �, 'III - - ,,- � g. -, ,� ., - - )�OENS,6. ..... C­� -`� ---�7-:� .. \ ------I- �1-4 : = ,�� , 6--,4467 * - -�21'-2- I '_74-#� * .-* F 71, . . - / / S,& STATE OF ..- f % _'. .4��-.;t � 160'... "ZOR10'...."i�0 1141" r� I - - - .\' Q ,Q S/0 ......... o� ­'� 'J/fit, NACIF �\#" 1,111111010 I I - 3 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8. 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, 1 6, I 6 and 18 of 1 8, of Product Evaluation Document (P.E-D.), drawing No. 20-175. 6, MATERIAL CHARACTERISTICS AND SPECIFICAT11ONS; Shall be strictily in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMrTATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance wfth General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by Walter k T11111, 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. T111111, Jr., P.E. (Florida License No. 44167), President of'nkeoo, Inc. (Florida CA-0006719). OkNlllijk..A.114�4- XF �-,, ". .. ... "s , . 4/1 4 .. - \ --nr . ENS, " -- � -- e . III .... CD -V�� I I ��a ;,-. . 7- . 1 7 : / . , * : WAT�-L I 's -V . . , I D:�TILTECOADMONRECORL)S%P,E.REPORT.20\GL(7iALP4Of4 ' NP S. �0� I GALVANIZED STEEL 87ORM PANEL k DRWG #20-175 I, REPoPT*2O-M27V .. , - Ik . � .... \ " R;IF , �t,111111 . 6NX 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, *IW/ 0, 2W/10, 3W/10. 4W/10, +6/5 SW/110, 6W/11 & 7W/11 3' NMII _ _ ANCHORS; FOR CONCRETE SEE SCHEDULE ON SHIMS 8 & I -- - —_ 3' MAX_ -1, MIN, MR WOW SEE SECTIONS Olt SHEETS 10 A I I I I* M. . a a I .r I a 6 1 4 --,--� --- i--11- -­1---T­ --- 1- — --I- - - � D.M..q).(�),(j)l I I I I , -- �--� -- f-,.----! ,,,­T-7--11--T`1--T -`11--7 I ; - --I - -1 - -- , (,)+(I) , (�) I ! . , � I -G)-@ I I : I I i I : I I - � 11 ,- I' I I I � i . I I � 1 � � : I . I I I � ED ; I I I i i it I I I I i . -I'' --� ,�- - :� --�-� -i - �- -, ; , I' � -L- I I , -, ": I - - 9 V , , , Tr, - I - - --- -- - - - 11 F i - - . � - I - - * i, f � -----, , - -- : . i . i � I A ,-�v - - -I- -i - t � . , - I i , " I "i �- I- T - i i� i -- I i I 1, 4v I I I I � . 1 � I I I I - - - - - . - - - I 9 � A I, � 1 � , BOLTED PANEIS-Vil I /40- iOx I I .--- .- ­­ i I - i i . I S.S M.S BOLT W/ 7/8' . 3/32* *11 (SEE SECTIONS AS I I APPLICABLE) ! I ; I I , I Vk� 0 EA OVERLAP � , i I I (SEE SECTIONS AS APPLICABLE) � I , 1 i I 1 [ I I i 1-1 I I I, I I J I I ­1 , - , , , , I . I . ; � - L - I : - "I. I ]­ -1 1-1 T - 1 , - , V ' I l , � ; � I I ED I . I I - I I I I I - -- - I � I J-1- I - ` J I � I , � I ! . i I I i I ! i I � I 1 1 1 ! � '-I 1 I I D. M.. & CS 0.@.-@ -L- i. I -.- -, L�� ,,-*I---! - �1 J,j4 � ; L - - I 1--� I i - i -10 --- 1 , 4 I I � � I I .L� li--LOLI a 1 0+(�) - (�)- @ - &, 7 r MAX _ � 3"MAX _ - I' MR. 1/4, 2/4. 3/4, 4/4. 5/5, 7/5, 1, AIM. �SW/10, IW/10. 2W/10. 3W/10, 4W/10, 6/5 6W/11 & 7W/1 I I -- - - - - -- ANCHORS: " CONCRETE SEE SCHEDULJE ON SHEETS 8 At 9, -- - - FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 LS 6) & Q ELEV*TION N.T.S. 2.67' t/4- M­ GOP (MAL 0113W -1 WHOLE O&IM -A - � I I N � 1/4' '� \-T-/ , -/ ,- , \--/ u MAX. GAP r 4--.1\ Lr. 1-N �: ........ 4 .... .. EN -. FLORIDA BUILDING CODE (Nigh Velocity Hur Cane Zone)l 15 ol,1120 TILTOOD. FIX. FP+ : 20 "GE GALVAMIZED STEEL STORM PANEL =44101 - I Di� 11W , . . * E - * '.. 10 . — , I SECTION I — GLOBAL PROTECTION PRODUCTS. U.C. '� NITS S ` t � �.-,: � Z �-- - �-- - - �- - - ,A-. � , WK0 IL.. 6 SARDS OR% I FAIJI --a 00 FAMA-MI,M. , — PROW, FOX 20-176 rwim.2"A'ANY MAE F­ XCII.(OH)", (954)�?M& ..�Jqr ��� - ;; ..... - CON-Ree - QW11-1.1 cheec, IIIII,. I . A'L - - , CA-OOWIS !e.l I - - . — IMR 0 WINSE. A nUST ... P.E. I . FLORIDA Lk. It , , I - F'-Mq ' 11 � 1 : Mean 3 OF N — -6-1, a) 0) 47- U) -0 (D -Fu > 0 a) = -4-' -4­0 0 = -0 L- a) (1) L- CL 0- C- 0 0 L- = — CM cu -6-0 0 -0 (1) -IZ CL U) . (2) -N-0 C- Q) = -0 0 CU 0 0-2-0 - CU U) '— C 0 c I- CL = I- —0 (1) 3: CU C: 0 .0 -4-- CU U- U,- 0 — CU > Cn — Cn .— a) U) " -&-IIF " CL 47- III— CU -0 402 = . — -4cu- U) CII. < a 14 Z Z W WJ N Rg� - r- ) -) .000,,,0I " -,, - . , � ) CC \, �, I 11, (= CL , Ll Lo -C - , - = !7 1 r- 4r. (� , 0, - � , L I . 47- * �, , 1.11 . I I . - . 11 , Ad , = .1 I , - . , C " - - < J - <� , . 1, ,- � M - , - I - - , � W Q .""-, - - - � 4c 1 ILO , ", 77 -,, 'Z " 1� ­ �-) a) -1: C) 00 - -- 1) /-,\ - r I �z ­,t- , C, I-.11, a.0 - , � -- & J= C: - 3 5;: C -- L) 4.0 - � .7ff is L - ,*5 --�. ai �2 W INSTALLATION DETAILS FOR REGULAR PANELSCD & CIA END CLCSM nErAILS FOR INSTAUATION IN POLMD 008CRM iNsTALLATioN DETAiLs. Fog REGuLAR PANELsni & 6A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STR COMMM SM OR WOM INSTALLATION DETAILS FOR REGULAR PANELSCb & dA CK STRUCTURES CoRmn ReMCAS I =,D4,� "C. ,It, n"W'"O. ­1 VAUD FOR REGULAR UFE SMM AND E-Z KW ad INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES .. commWAADC". -- . INTO EXISTING POURED CONCRETE OR CONCRETE SLO (SEE am SCHEDULE ON SHEET III * III) (M ScHev" ON �,� vs�� . I . I I _ _ _ _ _ _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 0 - CONCRETE ANCHORS 0) I :::: SHEETS 9 THROUGH ;) � , I — I -191.101?w - _7AC11E0IGZf10GX - TIREDGMfRIETOEC. FOR WOOD SEE SECTIONS ON SHEET 12 - � - , I I 14 COWIC� 0 1 SIX � 0 M . 3' U-1 -MXKM I I I Uo"', L I- .* � REQUIRED I REQUIRED REQUIRED " MAI Mi, - (SEE ScNOUU: ON �1`1, I , - � -� � I/ 1 2' - '4. * 3, Ift.. DMV ,,,,,2.er CIO -IIII-0 CONCRETE AMWORS SHEETS a THROUGH EXISTING POURED I I "I . _ CONCRETE AN04M CONCRETE ANCHORS - - ,:�l WHOLE WUM III. I. 14 am "" " - I -- - '. . C. NLI, � 4 ,� - 4 1 , " F .�, MGI -- NEE SCHEME ON -Iff R.m.= ­ DA * " (D � ""O'" ON I " .7 \ CoMoRrm REQUieffi � I ,:L I -I J= - SHEET 9) ?SM SONEDU ON r me a" a. . . .L) (�) (�) , . -71 T= 1-i - , , , , ��, - . W. ,\ I I C�?% %.-- : ' , - I I SHEET 9) : 94V 9) 0 i ; 0 � - 9=� - IF) "I - - ,a� oc"O"I "OHM " - - 1 \7 /2* o"", `�-- - - " , ='U"O" E.D. LLL -0- ==V 1­11.0 I LL , a 0 ----W- ; ; a I ; ­V- I , , ,!2. I.- (�) 1, I t. ,, J . - \\'N�4-1 J11 � ; �L 0,R, � LL I I I 0 , " "I . - 'AI ! 1 - (�) - ---I I T -- L �,�� - -- - I � - i I - I - - t � - . E:z - . - -\ A: F-Fee- - _J 1/4 1���1�1� ,�,� �': � � , - 1'�"1'1'1',',��,',: .­E:-1 I C-'J t - vc: '. at NEOUREM, I I � I . � ­� . . . - . � . (D M ­t ,�, - ----- I I 92, I I I I, J : : , L I I � ,,,, ; : 11 ----I "I I � : I , I . .'� ; I -- A :- -1 I EA - ; I � � , L-Z-* C2 4 : I I . - I , I I F 4== ---Jr - , � C -I I , .1 ---- I :,�­_",j­.- - �. ..".. 1 -2 ; , I I �, , I ;�'11'1 1, I I I ! , , - 'L 11 . .. :­ I 1 ! � : � I I : � sox -4--i U) REQUIRED 2 I � -- � 11 i 9", ar k I ". r- I : ; I : L � : : ; . ; L I , OF *L7 - 11 � 1. CONCRETE REQUIRED. �,� 11 � , , I � - .-I - ' : ; J: � III, I I I : I : L �. ��, cI,,A ,% 1. ", - I I �1 , I I i I I EXISTING i -., . 1i E.D. , � I I a) ", I , : a i DOTM A-0unp E.G. : - ., I a � ' -9 I L Co. 1, -1 ! 'L " i I I I . -11 ","4" � L�; ��,`� ;. � : ,Ik i CKISTING POURED - � F '. ��' 0 � , ", i - (i) i .90 - ' '-�. 1, � ! 1 - CD : � -13 , I '- - ­-j­ , I -1 *� 4111r. --- 01111111h - U I � �� ,]__ . ""A" � -- - � 1­ — ----- - -- -41BRIBRIBO i 1 L,, , R ­­J�:�',��] i - 4 i � T 6 V= I . N - 5 L " t\ � W� i —, &I 1:7T`7 - A J77. .�l - - 1� . --- ------- i � 3 : M,I,, M�. , All ; 12 � t4le, smuc 0 - I REQUIRED. I - ; , i­, ", � i L I ,� �L � I L I I , I - ,.I " ""\ � I I I ,", � -, I 040"NU119 5 1 i ; . . . . : ! . , I I I : - - = M I : at $.do" I i I I - I= -i I L'�,k��:, I � - : I i � We I&I, ovemooK - 1 "'r " ! WX SMORL,, n ,/r QC I ! � : � I ; I ­ ��',�Z,� gis 1 w- : -,�) 6 � , - ; 1 i i Qq"fl) T�I r,.! MAJ l".- I i I ,I , I I -- I -W`FNM`aW " - - -,-. IKGF`� . I � (i) L - --_ :L LL ­- ­­ = - =X­ - ; . . > I Z, - : I : ,��o �,--=4, : (D � ': I . : , , ­ I I . I I � - - . ; VA, IONIAWKIA, . eJOL , . MAIM I WAAA I * &~� - - i I I i -11AAMINK I I I - � ft : 1 a I lar I " ��� , vaAM, (i) I I .� I.-W U."Oku - I- I-- - � : I 1 I ': I NJ`0� . - Ic I ­ , sarlal �­ , . I il 0 ; i". M04--1 : SCALE 3116-1- : , : I ! I I I I -W ; CASE B (SAW a ZMAr. � : X W, W I I - 1, � OWNING - 9 : V i k++, =1I 1 5 : : ! : ; 1 i � : : � . I -1i : I - I a ­4 I I � -".. I _ I I 5 cLASS ­1� , ... � I : IR ! I �w - I � I � I . � M -1. I, t � I �� 11 I I I M-""-Jl -, - - � I 11 - 1: , I i - . . . ! , - - I . � . I A 5� L- I 1 � : ""`�-, - I WC -I A -1, � - 0 1 A� . I � I SOX : ; !� i ; ; ; I i =6; . ir & a -1. I. ff a r = ig : 1� I I I I � I - ; - - - T - , . I " ,/.-.-M,- . 11L g :,/rI - OF 'L, I : i I , : -"V ...,.­4- -- I I I 4`1 I. :7SL W L I - I , , ,�'=* I � I A I d � t , " � i - I � : AQ, - I If I � I 0- : I L­-­Ae, ft I -. Ir- 11 7 3 " = ., '. I :1. ./ , I - MAX . -ANW a 7 . . I L 1043LAP � : I : I I :`��.'�� I GLASS. : . I - . , I � 1; . 0 i I I I J .- - : I "GARl' 1 - (i) 'm -r- (IT) AA 0 . :w.y-.­EV. 9 9 !;XvV%A* � - � I : -T I 1 (�y : ! i I I It$ - - I : ti , ..., -- . I : . SPAINAMIK 01 I =*, - , Lr I � I I , I : I : I 1 , � � :: 0- � - I : i I X� I . IT" � I .777177 I 1 t, I : r IF AN' -, , - - - f .19 -- . - , - A " no `" DUO" , " , - ,- "' I`- , , , - , , " , � I I -� I -I. I �,L I � *'4� --1 I - - I - I , /" " A'�_� _� -. :0 I _ _ _ I ' -1 -, "I , - � , - — t I 1­� /11-i\ I - _ I I i . ..I.. I = , M -A. 2I I , = 7.....-.- , �.,- i I �, , I I ED I —� 11 I I I -- , I _ : , I`, 1 -41`1\ -� - 1-1 , � I L\ - r �"` --.-. 4—=�- '.....""... I I , i.", 73 I I I .. .r,, 1 -4 ' "' - - I - ­ ' " ' " 11 ' �1] ; :, ; I I . �," I ­ .11 -- 7"A" -- ., -r- , � I I I I I : I �1, III I I i - , - - -_ -� I .- 4� -- -- I I < 1XV11-6 I I I I 1: 1: - al, -,-" - -- I i - ----- -1 - - -- - - , 1� I I 1 � U) 4 - ww,r ��': - � 11= -113 AM - ,�, - "I L is 'Ir at , I I ....a- I - - I I- , t r I � , elm * - Q � 1; ': ��­.� 4. I R " - e I �- � I � i : "I i I I 111no. I ­\1 i K�- 1 11 I , 04ft sm III 1 '77 77 � I'll : I I -1-1/T \— ­1 :- V 5 �E I -6-0 EXMT94 POURED E D.. .� . i '2 I/� - Lo - ED. "`� I C'm I � ; : - t OR " , EXIST" . 1� 12 Ilr at, , * 12 '704, : /--\T4A - ! - : : : i III CONCRETE Olt OCK V 11 :� " I I I . I I . - , � - 71. - - ,/ � 491" -� � I "� E L --- ­ I . : ; 77 "� " 7, , ", � I : ;1 =Wva- I ! - - - -- I =EI ;1 ,/.. I I CONCRETE BLOCK �-- - -- - . i 11 CONCRETE BLOCK I -� ". I - - 25,0I 4- 1 : REOLOO, � 12 Iff at 11 ! ­ I CONCRETE BLOCK " L \-,/ � 0501t. ; I - - & I it am wo 3. �... ��_= , � REOURED. L,�� . EV. �,, i I I I F -L I 5011; MW" " ", " A-Ea�uolm 1 '/2 EXISTING POURED W=== �-= o5ox ='I r Ma.. ­ LIL-0.0 + 0 T - - �- ` � "I ii!111 ­ 1-1 - I �11­1 : " L, I -4 /I CONCRETE OR � I I 1� i - I I I F "L I I . : MAY 6 OF 'L' I' mk,. [IT=. 11 ,\ �\ L , , t I: -1 �]', -,� ,/t -, , " I --(t 41 1 , - 3 I , � IVOCHORS� FUR CONCRETE SEE SCHEDULE ON SAM 0 CD =3 , - I . 't,t /-i-m 1. 9 ��, �: : I . I, il I '"' A I *­`­ �-J CONCRETE BLOCK I II , Ga&&�Dp) , -, I ,:j�� ­7 �'� , 11. io �-" MAX - -- - - .9I "I ,� � .1 .-I, &V, , EXISTING POURED I = , , � t �­ 7 ' - I I I � � I " REOU"I -1 i I QS 1, ' I I ; FOR WOOD SEE SECTIONS ON SHEET 12 = -0 I . - I - - =I7CLAIB� 'L IT ­ � I I., - �, " ��, I CONCRETE � - I LI - --- , &&��) -" -3 3/4'- I'L I CONCRETE OR , " ' I I -1, " I -X �1, E.L `1 � , ,;/ REQUIRED. 0, L,-, 'a C� 4) —i� , I , / � "r I­­1 BLOC" . . — .� L , . , jWo`7 , /��, 1 2 - .1�1 I STORM III IEMATIOIL - = ScHaIM ON - U` - I I ... REGULAR ttft24P a CONCRETE ANCHORS , - ANCHM comO" ANCHORS �, & oral CONCRETE ANCHORS T an , REOJ1REQL I I; �� - i10 Vit * ..R,a. , �',, - MP� ==- vmms 4---'-"%'­AK 1 1 . 012 1 , --- 19� . (D. N ... - (SEE SCHEDULE OW - . I O., Vell. �'-; I STAGODIED / OLD (= ScHWULE cK IS VAIAP- :tl i ,,, " Ur at �,A � (Sol SCHEDULE 0- SHEETS a INOXION 01) ban a TWO" 9) SOTS a umoua,, 9) 113p/---iw " .0 0 =.OR - - I � I ZT-311. I RMAA =1 "i 0 ! � i %::-ii2l 1/4' MAX. GO L- =n .'�., 11 --- -- I- , pan S TwAoucm S) I CONCRETE AMC "�'�� ' ,\,­­�',':­"­7" L L. '­ " -i , PLUS On OF TAP-0110, (WE SCHIEDUU , (�) , ­ I I - - - - - I - I . I -r- . . - � %�, d % ff /� I I - -- ,-� ­ �', "A """-* -�T I IT � , I , I I \ (SEE scmwuu:s ON �. , - .. ; � A- - I I - I ORN GVEFRAP2.57* germ 8 THOUGH 9) 1� ---I i/4- ;!' - I - S.5, - -*HOLE WILLEY) WA�"RNTNIIG CFAUNG MOUNTL411 BUILD 9A..h=KnNG ALTERNATE M&ff MOUN7`111,119 SHEETS 8 a 6) WAI I I AIIA ., BUILD -W , - Emp"11:4 1 _44'0­20.3/4 4— -- - -- - -z, . CIO a- , � 11pl! !n I r , " At 4 A&M5 --I .JM \ T - -,, 7/6'.V32- WING NUT - :- �-- � SECTHM 3 2995KI - FW& Mk* K� I -* "" I !�L �- - -- �7�- �-- - �--­' ,;i SCALE 3/8-1- SCALE 3/0-' SCALE 3/8-1- SCALE 3�1-1- SCALE 3/8-'- No.- . 4-0 0 12 1/2- O.C. CONCRETE ANCHORS . - - ­- '' - ­ -- --- ONDAMI.O.0 -� / .. - CONCRETE: ANCHORS (ter SCHEME ON I/�. Mo. I� .1 WUVAMM-WW`IIMIJ I-W - � (SEE ScNixu ON 9W 2) 0 a) I - = COSTIAIG * NEW I' WIDE , VARIES , 1/8" E.D. - EDGE DISTANCE W/ Sm Call: ScROAXE ON SRW 0) 11; ED. -( EDGE DISTANCE --(D - 0 . SHEET 0) � SECTION A -A 0.1 11111 U) : SEE SCHEDULE ON . .­1 THICK ALUM. TUBE OR I' . (SEE SCH ?li� ON , CASE F If OR OW OR . EXISTING STUCCO/ P.T. WOOD PLATE SPACER SHEETS ) -AM4011CRETE -(D 11 SHEETS 8 & 9) ­-WQGO VAND SCALEE 3/16-1- OLOCK - . k, : WWROAAU' J I -�ANLOINAMI I i lt� OR INIMARED SCALE 3/32 M DAN, i . I 'UN KOLA= o `Oo 4 - I I I I I . IF NEW I* WIDE . VARIES . 1/5. �.11 I REQUIRED, " ICU I I - I i --'11 NOTE ME COMBINATION OF SECTnIONS DIRECT A WALIL gQUNTING NTING DIRECI Il=kfflNG (n : I I I ALUM. TUBE OR I' . VARIES I BROZON- I - .*- NOTE. FOR COMBINATION OF a P.T. WOOD PLATE SPACER �-�, i , MQ DIRECT AMD 06 11M I I a . I - I . BEHIND TRACK I TOP & BOTTOM MOUNTINGS CAN BE " I I EAW SM 0 1 1 6 � CONCRETE ANCHORS I i 11 12 11 at ;, TOP A BOTTOM MCUNTMS CAN BE � I COMBINED IN ANY WAY TO SUIT ANY SECTION 9 ,- .1. I I INSTALLATION. ScALE 3/0-1- SCALE 3/8-1- SCALE CIIK 11111"I COMBINED IN ANY NAY TO SUIT ANY li (SEE SCHEDULE ON - " I G%&" I VEIN" , ��/!� INSTALLATION. I C-U : , A.. T/jZ - T.1i I , , � "I 1� ,� � . I /V e-c ` 9) .DRACK .. I M i , pEft A. �/,� -]; I LIJ .... I ]I_ , "I"' . li�/�) T ! . I - :JiBil 00,�' �t� �:. - = Lz��--,,��­,�,�,,, ,� " ,� �, . I .. . MI, -.1 . . 1 - "'�,�q'-��- � N -­��i� - 7�5--: LLETmK - - - 4,1�n:i FLORIDA BUILDING CODE (Mgh Velocity Nu Gone Zone) � -� I? � +, --vancI uNiiTII .r .r.., ., EAi.(*1". FLORIDA BUILDING CODE (1,09h Velocity Nu cans Zone)l EN'S"P` I �L �' I 1 �, I *.'..-. I ��N FLORIDA BUILDING CODE (109h Veloc *...., ­,N�i EXISTING POURED ',�, - - t alKla 1XIM. INI ity HIM cane zone)i -�� -- ="I ��4 MALSANCIR "DWY `NI K ... IP `* ..- .2010 ftqm Me. . .. I WOO, INC, 11 CONCRETE ­114 =- _ __ _ 1, , . 7 . = ow, e-exxx 1 112- m; , CONCRETE BLOCK WJAL a OURTA - 1. 1P Om < E.0 - I *. . _ FP, ft win, A . .) * I . 44167 1. I REQUIRED. 20 GAGE GALVANIZED STEEL STORM PANEL 3 ..." REQUIRED / 1 20 GAGE GAILYAWED STEEL STORM PANEL 20 GAGE GALVARM STEEL STORM PANEL ��, . : * : Z MAN!, W, YNNI ~ OMAN BY NOTE Fol i = ! No, . DRAWN ft. �-r W. I, = . .*- L ED. - EDGE DISTANCE ." �`- - 1' TATE . 19 F x� I *: * , — 2- C -a - S * '. * - 13I*��,��---� - SCALLE 3/8-1 * % 1. � r . - "_!:�- - o/w3m - - - , a/m/am - - DUE. % 7: . AII .* �-,� TOP III BOTTOM MOUNTINGS CAN .. -. - S 01� --- GLOBAL PROTECTM PRODUCTS, I.I.C. am CEILING AND .. I - A�DiiAL PROITECT" PRODUM' U-c- '--. � SiI 9) COMBINED IN ANY WAY TO SUIT ANY 11L 1E C 0 INC. AM m 5 SOW - sk i?��.. 0 1! - 2�-­� :�� > ; GLOBAL PROTECTION PRODUCTS. U.C. 001'. (SEE SCHIEWLE ON BE - ,;� - . 5 11LIECO. L NTE . Amu � 1c;. RID . I 4100 S.W. 6, VRW DETAIL FOR SPACERS UQUIRED AT TOP OR 1�� .2 - LO-70 TILLR TICITAW AF DIMINUENDO �AW CAMIL R. wl. . N --� TILLIF TIMPANI a � COMPANY ORAL n- U31. INSTALLATION. TILUT Farwell a � cow,Axy QML n­ 133'. 20-176 SECn01I 2A C"4)mm-730. =14 20-176 BOTTOM TRACKS ADJACENT TO STUCCO/WOOD aMDS . 03'.. .... AAW-We­W&-AAWoWR-. nNIM (�)�n.5 FAX, OW)�, 20-176 k. 0,,',-. N $17 - - ON AH-- - am A- I=- - -,* - ANAM, AL - PONE, COM)M-7&W I- (�)M-sm '� ��" - - -.40-1- - am -.1 CAMARA; - '* ;p,,,. ­:-;�� - " - a". l;001- I . . Z IILIECO....�r % a;)... Z .-,� .. . . I ""I DR10'. Z . . J,r Z-WAAWW.A,AFM PROMIt (164)180-M ..... e I < AM 0 �", . - - !-!-.I - I-- , , -00011I n.! - 1-1 �f�V - VAROCAAr SCALE 3/0-'- �ALMP-14-4-1 ----- O*A.M - CA `11I I - !M.l - I - 1- - !- . I RA -,, WALTER A. FIX , I - - - - I ; OW. Wn WALTER 4 WIT .� P11 I- - - -J --V.L SE./6aMTuAEJMX - WTM �k%"T I., . I.E. Al. FM9 ,; 1 IQ11*1111 IN . I 1 - - FLOADA LA, J ID . FT9 I 1 E 1 : am' w" WKA M 1-� . I - FLORIDA , I F09 - - 1 - awl o's a - SHEET NO. SH 1.0 I I 1 1 1 _ I I 1 11' 1_ 'OIL 4R1. llnllr aSIM.t • WALL AND FLOOR MOUNTING INSTALLATION FOR ED°I°TH:"L�/f ° N` .Nn mNNUR MNuam Dil01'PIp.IAF RtlRe SPLIT PANELS RIM 72Dw. LKIroEUA�am1Ea �\ 1/Nti THNI eoAn x A Alf. - -- - -- - - -- -- \. YGM/.1r-r YC.t/•'.°'-r ,T_ T; UNIC" I �' 1/4.1 \ I-t1. ,tu�r7 I - - (wso.-Y*�L�� •'7- '^T^'T'^ '�"'® 1 MOr. I 2 $ , • 1,. TOP . eMtO) 1 C (1M TOP • wrw I - \ (IIIA", net NO7. I - •. 1 / / 2 r/ , 1 • Yeea1 • An. 2 i 2 } - I `--"..- ,/ EOiE W Alt ': • ' • ; rr�'°~DO1�.no/r C \\ 1• :/,4'• OPCOn sL \_ 1 r - 1 • 4._� 1 F0 dal GpU1 \ �.. el•OQ a/r 1 MN�/FILEEL. -' x rUm BURR ON aan I 1 1 1 I 1LIEDro •I7arMlwl,Ar=aa�a•T WA■t'RKI• ,1I - CCA WALL 1/4- iMl1• lI DETAIL I 1 1 I I1' DOIaN P�Ndl�ia M° iNo R e , / `--••'v - • Ra `na a w sl¢0 y I I O •H5D r.•J,. -77.0 -1. :`.. ®� I N•N .NRKO /fO At NIQ 1].14H � 2 u-W�P1'"P� "'°"° - • same W DI sNNltr) I 1 rat I Yr AK WOOF I fie• ] » • ' • I �.. ' I i'nDE71e, w-Om,"•'wt Miwo i/ 'ypin. u^s0.n I of .sss _I_ - rAaon 2 2 I - AI.A IINaf--1.--) , I ti¢m'at."• 7 ° M Y (RANI NLKI,j ,n'- - - /'' '• • .won s„N • as nucN so®,A ] um" TOP a ) • • - - I 2- ELEVATION SECTION Y-Y \ �¢ SPLIT STORY PANEL ELEVATION SCALE 1/4'-1• DETAIL O SOGI LE 1/4--1• RNw°fnlaC SE 1/8 -1- eF0°rNL a MAe tiA L i i /A MULLON SCHEDULE m SHEETS 66 .) rSHOD'S ... I 9 CNP pf [� .. W T° +�E0 i� P.aLS ENCASE dtlENRiO SECTION I TO SCALE 1/1'.1• NOTE: MULLION CAN ALSO BE eSfALLED W/0 STORM PANELS ON TOP OR BOTTOM s0 THAT IT 6 LOCATED AT TOP OR BOTTOM OF OPENING (ONE PANEL OPENING W/ TUBE TOP a BOTTOM) MM. MULLION SPAN (n.) REOUBED MN,. TUBE MULLION - MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH NLN SCHEDULE (MUD ONLY FOR ! INsiAI3At1DT6 AS PER SECTIONS I TH RU 10. ON SHEETS 4, 5 ! 6) MAXIMUM A.S.D. • BOLTED W/ 1/4'0-2W- SS 41 ! WOM r &DIUP ! MULAC N OF nVtL DESIGN PRESSURE RATING (gk.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS n A IQ INSTALLATIONS INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (WILM DAILY FOR PANELS(1Da QN6TALIATIONS AS PER SECTIONS I THIRU 7. ON SHEETS 4 a 5) ,NNNIN1NNw.. 3.•' '.T a �10ENSF FLORIDA BUILDING CODE M h VelocityHu Cane Zone S • No. 4167 i mmo HEED. Nc 20 GAGE GALVANIZED STEEL STORM PANEL. FP `- '� arm" ft °'�n070 :s $: ST OF :yy��= f P IL GL08AL PROTECTK!!1 PRODUCTS, LLC. ECO °A'E Z O �j"y �yy _�-' sv%rESSIO ENO. ,.BD B.N. 51111.01 TnLIr I. i LEI► w a PW a1CA4Ie • .W. Went 0. M,N pane lse.yw Ts•Re n�a (•5•).B-rn7 OW P 10. 20-176 OWNMNO PAI E 4!L/SIOMMIE/OJE Ws•.N _ NLTp A Tllill }„ _ UN. I•,1 11• .IQT . a tR INKINIIY ASA oEMstaliraT Wa. LE/OM MHNe ro a oo.°ip v+ or TN(4 .as.a -72D r-s• at MEss 2 ,/.• LI1euT[o : TtetU s • 7 .ass. -7z.o >r-a- ro r-a" IM.. 2 J/a• uBOLTEo , Tt111V s • 7 +asD. -Tz.o >r-r ro ,r-2' INN. 2 f/Y • ��IC1f e +w, -Lao ,r-.• OR L453 , 1/z' • e0.A�° a e a +o AM1(YN AS.D. DESiOI PnE4S1AE MTNG U-.+.) MA,IaY MOORS SPACING FOR E0. - 7 1/]' w 5[CilO6 ♦6 ! ' WtRKN PANEL AMY NM»RWKN LENCM T.• (n.) a tuEN TAPCa C< TAP_aRP Glll-N 1VPENAND[ FEIa•lt O PANIYAE tiM ro cKINOIEIE D� ro CONCRCR WExnEf[ ro WNNrAFTE CONCRETE ro CDNOEE BLCOMOCILEVIF ro CONaq.7E mr41oET[ 6• N/A N/A NIA 6• M/1 1• A,/A f• A(/A , (TOP) e' S' N/A N/A 6' r e" e• r e- , (Banes) e' N/A N/A NIA 6- N/A e' N/A e' M/A 7 (TOP) I r NIA M/A M/A 6• N/A 5 MIA S- MIA 7 (BortuO +55.3, -72A e' N/A N/A N/A 6• N/A I' N/A e' N/A J ! i (,OP) OR LESS OR ll35 6• !' N/A M/A e' e• 1• {' 6' 6' ] (e0f10M) r N/A N/A N/A e• N/A {• TVA 6• M/A T ��) F::1--, sN/AN/Ars•e(BOTroMQ N/A ,2 In' a ,/4' ,7 tn• o f/!' -1 /r a l/•' a 1/r s (TOP/ROrTOM1 I SEE Ielle l0 t tt FOR AIGa16 THE • lPACIIG idl NSTANAIaHE IIIO WOOD iMA1E YD.YO. Ie.MMw MONd1 SPK•GS AND MINIMUM FDE oI1ANNa AIR .N[ATED ON THIS srAEouE roll E.D. LESS THAN PaNAIED ON 9OeDNi REDID[ NIa,011 lMDMO BT 1NUWRYea SPACNG SON a fONEDUU: er 1HE PDLLDN.a FACTORS. roll tt» OPERATION ro E Poaslel.E REOIOED vAOHa Oeanlm USING FACTOR 9WL Mal E LEA 1l,AN Mr11.NN MNCND .•pCJ,iED FOR UO, AArJaR fYR Al ANCHOR LEGEND. _LMDOM.. V - - - GRK=« SIPS, •.�� a..+ a,J D , s J T J ,n R•..H en.r r PJ s s s ,n > ,n s ,n AOIR 4 PsE wA IREIaI J, - Im - Im ,m MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rad j AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS d) & 9 INSMU INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANELS 1Qa QDWALIATIONS AS PER SECTIONS 1 THRU 70. ON SHEETS 4. 5 a 6) ATIONS ANCHOR NMIInIN A:.7 ",�REa l 'VGENS ''•:✓�' F FLORIDA BUILDING CODE Nf h Velocity Nurrleam Zone ' NO. 4167 s e2mD n,BGD. Ne. 20 GAGE GALVANIZED STEEL STORM PANEL rr. �,'•• Si f � roc- ' � ` ORION W. PROTECTION PRODUCTS. LLC. 01 '--•,O'1`(f`s!'i (o►.• S/0 •� ' .; ) 1 L E C O T» C 060 Le. 51 SMIEET °"` FL ' 20-176 ,tia- PM a,-,u 1E �r ••e•Oa°�°"Tn . ti , tMe >n. m-,a PHONE. (L%4)N°-T54L FADOW. AX; N54)0"M7 rANNN E EM,iSOMRIRE/aAII OA-OON7,► Iltlp A TUB }.. PE MNWr a a e" w ,t,tl - - fQl 4 a N MAaHRaM MAKeaN ANd10WB SPACING roll Ed. - 7 1/2' 'S.D. OESPOM TACON Ci TM-O6P OMN-HN Pr4MAi[ FFsI•lE q PANi1MTE PLUS 90tA SET APPl1C,BlE ro ECit0tA5 I • HMKNNN Prat P,E9s1IE M11NC ro OONGET[ CONCRETE aoeK m c°pcnETE CONCRETE BLOCK TOm L'OMGiiE CONCRETE EacHL TO m CONCRETE CONCRETE01ETE (aDGn ro colK:tIETE CONCRETE aLoeK m capQflE fLll ATE EDCK ANY co1INMTON a THEM LEIICM 'L' (n.) °• N/A N/A N/A 8' N/A 8' N/A 8• N/A N/A N/A 1 (TOP) 8' 4' N/A N/A 8• 6' 8' 6' 6' 8' N/A N/A 1 (BOTTOM) 6• N/A N/A N/A B' N/A 6• N/A 6' N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6• N/A 5• N/A a' N/A N/A N/A 2 (BOTTOM) 55.3, -7i.0 6' N/A N/A N/A 6• N/A B' N/A 6' N/A N/A N/A J a t (TOP) >7'-5' TD B'-8• OR �� 6• {' N/A N/A 6' 6' e" 6' 6' e' N/A N/A 3 (BOTTOM) 8' N/A N/A N/A 6' N/A B' N/A 6• N/A N/A N/A 7 (TOP) 6' {' p/A N/A 8' 8' 6' 6' 6' 6' N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 T/z• 6 1/{' 12 1/2' 6 1/1' a t/{' 8 1/4' 6 1/4' 6 I/4' N/A N/A 5 (LOP/BOTTOM) SOLO. -53.3 N/A N/A 12 1/2• 6 1/4' ,2 '/2' ° 1/{' B 1/4• 6 1/t' 6 1/{• 8 1/4• N/A N/A 6 (TOP/BOTTOM) '-g' TO 11'-2• 55.0, -72.0 N/A N/A 6 1/4' N/A 8 ,/{' N/A 6 ,//' 6 1/4' 6 1/{' 6 1/4' N/A N/A 6 (TOP/BOTTOM) '-8• TO 11'-2• N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' 8 1/4' 6 1/4' B 1/1' g, y, tp (TOO) 43.8. -48.0 6• {• N/A N/A N/A N/A N/A N/A 8' 6' 8 1/4' 6 1/{' B (BOTTOM) °R LESS 6• {' N/A N/A N/A N/A N/A N/A 8• 6• 8 t/{' 8 1/4' 9 (BOTTOM) 12 •• OR MESS N/A N/A N/A N/A N/A N/A N/A N/A 8 ,/a' 8 1/{' 6 1/4• 6 1/{• TO (BOTTOM) SEE 9NER5 14 1, AND /2 FOR ANCHORS TYPE a SPACeHG FOR N6TAUT10td INTO ts000 .RASE BLB.DelO. M.eMJM MIIC.IDR 6/I4k105 AND IIRXIRlM FDE DISTANCE All[ NOG/TD ON INS BC,EOMII. FOR ED. LESS T1AN .WNATED OM SOEDIAE IEpIE ANCHOR SPM:NG M MULTIPLYING SPAC,NG SHOWN ON SCHEOMILE er TIE FOLLOWING fACrORB. FOR iMs OPERATION ro E P039l1F, REDUCED SMCHG OBTAINED ,PIRG FACTOR 9Mll NOT E LESS NNW Me1.M1UM SPACING pl(YAIp Fdl EACH ANCHIDR TYPE AT ANCHORS LEGEND. NIOIq lYB[ ,/r• ORION t/r• ? RP-NP //1•• HABITAT[ t/{'• 1/ra 1/r• 70UD-Ei MR. M/aaR saaG (A•) 3 • •.•N NIfw e.N..N fM) ] J J 3 ] ] to 1.• A•.I oN.r eNA a.) J J J ,n J to ] +n AC110. LY �R mew FA{TOR ,• INSTALLATION DETAILS FOR REGULAR PANELS(l) & CIA �-�, INSTALLATION DETAILS FOR REGULAR PANELSn & AA i/.- ID . s/r Um eM4s eLMHeG N/ INSTALLATION DETAILS FOR REGULAR PANELS Ali &IMAM INTO EXISTING WOOD STRUCTURES //Y-2*.r SS M.S. e 6 I/r O.C. MR INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES PAIN UWFNS LIP TOF-O- AND 6 1/4- O.C. FOR UDOna {M m r-r ON. aR /,4-,0 �.- ,Y.,R p•J _ �eY ue - PAW/MTE FEMME a a1 Ir4WTE PLUS • f /+r w Baas • r K 4 allo i , r. ••I•R• Isms - ��.. 1 t2 r?r M.a. WIN t In' MA. TH,RgD[D _ 1/.Y IA° 5aa.6 B 6' O.a •/-'Y:� . , , r. •RneN Neo.IFIW - '' AN►m NNon NON ro HIF+AOER MR Au IEMGIIa MP �.. - nIR`r.M. •on w,n -� - - :' /1h 10 PANEIANTE PLUS /ls-,0 PINELINIE PLVS ttt-10 PANETUNTE PLUS �'. ,//n w Mml • r nc • ,/.V w Tons • r oc V i T1.B/p� PBE+1w1on it L, -i 6 1/a' O.C- W 1 7/8 ' �' ♦ Na •.. ) F , .. ,N,uol NKIoa/eN " " , , M. NMTep rnol,w ,TN•.,nr o•. Nw.m Nwuo.•.s •/•OlDwue m'�is,Hw W°00 K/OOl - TI�AOED PENETRATION T0 _� 6 1 a• oft. WED/A 17/T!-0 1(AR - Bye 1�/r aPEIIIWR/AT10H To i� } '.1 ,o bNl.W non •W.W i. asat •am ,am. - �•i, ' a I'' We 1 '! I! �ii YJ ElOSI61G WOOD MEAGER EUSM1G WOOD MEAGER REou1RED II' EIOSTNIO WooO NE/aEn •foe. 2 `..: /�•+0 2 -. __ _ 'owWmi.WaA,o�""'NNL ll - - i I•`-. I/•'F- ai pus ) l -I i. ,/7• : ; ,r .,I g„ ; , I , ..: ,,,. N& r.'3c c} ! •�I j � '''.I! r , '! 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PANEL ILNCtt, Y •i-Ml' eS - (SEE HNOTE 1 , 'P-]Oit• 65 (SFF NOTE 1) 1/•'s-]on' LS INSTALLTION / LLTERNATME 31W I/ Pc I r 7 '"/�" ; I SEE 1N]WaIA[ off MtFr e I '�nER,"°1Gwa1M"w ) •, SCXE I a• . t' ' m ' i :-- FOR MU E ON BMW I • __-_ ___� ' (-._- ron�w s i r T° N"ss i 7i°WMBTtaNpi _. n.- JI7 I I 1 Su .._ _ -. -jf I I E0r .�NI� • ,! ,!5'"oa _-.. TOPA,R11aASS I I 2 ,/Y 1 c em: 1 .Ws•r... _ __ _ soft INSTALLATION - LLTERNATME 1 W M G.N mro .N W s` %tW .m a.Nt oo i I Eol ED I of Z Y MAX //'�SOR sme �/0�9 {� OF 'L- TGIF: 1/4' - 1' i ' ED ED lV M�,I MAX 1 C6M CEILING A Flow YOUNTIIt WALL k FLOC MoIRITUIG E04 _. _ -.. IIWALLAT10N - ALTERNATIVE AW INSTALLATtoNs - LLTERNATME )sw EQ - I Eo _ 1 2- EOi... - 1 _ _ ._Ky (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX. SCARE: 1/4• - 1• ' ' j -I / _ _ r - M �`- uE7.-Ian• WALL MOUNTING • u ,N • ' 3if°WO r�a//T°2M91W IJ _ Ls. MS. T- I (( AM1 EO n0'- •� ^� Cp, aSn,' S1IA • 'C0 - �.. • 12 1/I' oz. ED Iia wrt • INSTALLATION - LLTERKATME 2w A.S.D. DESIGN PRESSURE RATING) - ' _ 1 I-1• Nw-I AEORE° 4 , A St 1/4• . Y Jim SGIS 1/4• . 1• 1/.' ID.. 5/e' LONG (MASS RUSHING �,/.Y-yyJ/•• LL DOD ) Ep. `fir• v _ ) f ♦�. - _.. I - -- I �o T/aw/ar 1 W/ ,/4'P-20.2' LL M.S. • a 1/r aC em,t r/ 7/6'•O/J7' L;',' t L - 1/4•0 LAG SCREWS FOR PANEL LENGTHS LIP 10 T-O' A. 1/4 ot We . ,7 ,T •G 1 ' REDM,FE9 i P°nR ',;,� ° P ;= i WIT„6I - t -;/An WILL „°�°wA6le61M 6PE11[Ilealsllt LLTERNATNE 3W ALTERNATiVE 4W �'"m ��j{vANEUMTE PLusB- REQUIRED o. v_ur[ 4 REQUIRED R,�---- _ . _ : o.TI W 1 1ri. De J14- FOR LEaRB FUME UP m 0 OR MW. 4 teA 2R• Pu 1 2*"*WO PENETRATION AT 1 r✓r ••ro .m. MOW 21•' ,NYSE STALE 3 -,' MN. g X7N OF EKIBTNC .000 PLATE MR • NIo.nH O nA,E. /8 Saks 3/8-1' ! WD PENETRATION • ' �4 Of PLATEI 1/{Y LAG SCREWS • MOM1011, Di PLANE A, L"INS UP TO r-r MIN, REOUNEb 8. D.C.STAGGERED W/ ALTERNATIVE STUD 'ON l -INSTALLAT INS ALLATION DIRECT MOUNT ;6ft LIK - AT MIOWOfH OF PLATE DIRECTTALLATION - - ,••//7•'�.`•wr,Fmet • r .. _ NOTE TRACKS NOT SHOWN i NRRNwe, •DOaMNNP ONt SCALE J/8-1' QMAW SCALE 3/8-1SURE 3/8-1' SCALE 3/8-1• SCALE 3/0- 1' FLOOR NDUNTRIG NOTE& NOMINSTALLATION - SECTION MAW ,NuHINN 1. INSTALLATIONS FOR ALTERNATIVES 8W, 9W a IOIN ONLY VAUD FOR N"aNA11NT�p,4gy SCALE.• 1/A' - I' I4TFS: A""P A, TIWT BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +43.8. -48.0 P-s.f. AND i(/ Ay- E �'R(N PANEL'S LENGTH UP TO 12'-4' i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADSaP�'� , 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS ,E`ap��': ''BENS 'fj, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN r�P�':''•GENS •'J'�'f�, 2. Up TO FOR NEW+5W0 5. -72.0FRAME CO.f. ANDFtON:EW00DNMEMBEP TO BESOUTHERN=a1�:•)GENS' •:� $ FLORIDA BUILDING CODE NI h Velocity Hurricane Zone UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' sy�.• E' s FLORIDA BURMG CODE Nth Velocl HIM cons Zone PINE NO. 2, W/ SPECIFIC pGfilTv D< 0.55 OR EQUAL. __�:' J F T{ FLORIDA BUILDING CODE (High Veloe N PINE N0. 2, W/ SPECIFIC DENSITY OF 0.35 OR EQUAL o2mo "L rP. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN 16 = oallo n'�• •� rr T5 oassv nTEDo. aG _ No. 4167 i 20 GAGE GALVANIZED STEEL STORM PANEL PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. = N0. k 20 GAGE GALVANIZED STEEL STORY PANEL aNn n: NOTE FOR caMBMFTION DF sEcrIONS: i N0. 41 : * 's 20 CAGE GALVANIZED STEEL STORY PANEL NOTE FOR COMBINATION OF SECTIONS: * - - _,p!!o'' -:s----'- WT/s/Nuo TOP k BOTTOM MOUNNNCS CAN BE PRODUCTS. LLC. °�/Nn0'0 ST DF BALE PROTECTKN PRODUCTS. LLC. WArz: coMeNEO IN ANr WAY To Surt ANr 9. TES_, IL E`. GLOBAL PROTECTION PRODUCTS. 11 ST Of _ - i L E C O PROTECTION WaE AK]TF FOR COMBINATION OF SECT - O t INSTALLATION. .,, 0,,: •, FI R10•• .�TJ • NNI ° G, ANr NODOAM[.iilJas�imT ' �'• r Nm S.W. S, a,HeET G F "'- .� FL mo� IL E C O INC. ..DEL LYL 51 311QT AMC. TOP a BOTTOM MOVNTINGS CAN BE-yO,r•.., I R10 J r�-%v' Test nNo R 01eRI eMI swlrtANr a•,� 2 +WN 20-178 TOP I BOTTOM MOUNTINGS CAN BE 9, O,C '• •'� NB • RA NO A..1r OM1[, /L FAIL n OO• ••'(7 ` / I HM, rNM1Px NMeet n snN Nall: fPe•JeN-Tsu, Fwa: fw)RM-e737 , �C % as Wes M, r� P.�W1.t•wWa� i� ,N nqc (sa)eN-7s•s. FAIL I0-176 /i, ` a r a ,ea aoa n sr- n1aL pa COMBINED IN ANY WAY TO SUIT ANY S i +.. PN ,m : nIl a-,M, COMBINED IN ANY WAY TO SUIT ANY - a S " ' E N..: a,a m-'9°�°„T - S NAL N• ('°1° 7°'°' FAIL pSg11° `7'7 y�SI Si F• / AN�'ISNSI m-,Ir ti , (st m-�N, INSTALLATION.-1y//rAS/O AL TEAL/MaM11A6:/O.1E CA-°ODsl,s P m n-,tl �•M aLY.1G .b IFSTALLATION. A '•MINI A L =AJWCNAIMIE/11AF a,-OOOST,X •tW,Mr •N aANK s A�AaN NMNNTL lE W1L7p A°�NfJF'�.. PL NN ,NIIM RFLTp A I.LR }.. l - eMQT 10 OI N Nllp A Tun i„1 P.E. e1EET „ A as �''/WOM /a , �H Qi i N � O� U L N 0- � O O C .� ca U �^ rat� 0 0 EL O 0 u- fl e N LD (: LC I J C 0 n c Q O O U ;=e '- L. L •a > > s0 W CONCRETE ANCHORS OaIaQTE ANCHORS FOR CONCRETE ANaaIS: SEE SDI�ME ON SLEET , .. ($11 SCHEDULE ON (5[E SCHEDULE oN i'011 WOOD SCREW: SEE SECTION ON SHEET Is ALTERNATE ALTERNATE ataT 14)� > an¢r ,4) Y- t, a tw/15 1 1 8 LoanoN 8 1 1 1 8AT'D" 8 1 INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM ' ANN. 1/4, 2/4, 2q/L 3/4 fR 4/4 1, 2 R Tw/t3 r N.. #^ AT END PArKL AT END P'wq INTO EXISTING WOOD STRUCTURES _ ;� J PouED caralETE I-•,. `�lH - - - P-o - ---- ,/4'• LAID soEWa • r as N/ ' -J I`.• - 1,25o 571K15 OVEN %I i0�E166TMnRiG HI - - - - - - - - - -�. 6 1 5 3- � a: - -- - - - - -- - - a 1 , .�..J x0mv CONCRETE ,.ICn I � E� - m _ - i Th i _i 1 I i 1 T L Z 1Tf (�- -J­U-�_f IL ._ TO721C D2�MCL' r - # I' � - - - - 1 L � a1QT 11 I a Qr4� t (Do ►AI[17 (wMROI (Nrt19a .AaL) (Nro80R PANEu (ao PANEL) C ITOI To OLALASS IroR ro' TON eV,j - j ( -- I - - 1 i I i 2 Eo} _ ' nt IYeIO M)T ,, ,, b wEa�N� i ETEKY b t' (Mrs) - f 1. DR it sluD • 12 ,/Y o.c. S„10 • 17 ,n• o.t. 1 1 1 t 1 , L I ED '/a• SEE SEE I RTiR10R PANEL END PANEL 1 'I INTERIOR PANEL END PANEL I E°i- vJ pE1T L -_ , •b, MMAaeE _ _l _ .- _ ., Iiii - .. 1_ _ _ ._ SCHEDULE It SCHEDULE I1 ! 1 EOi.... 5''/•••.,- Y sA• Nln (CASE ))0-x(T¢TI I E /e' Mn, .( role" 2 ,/°P C (s[EWCEI ,i) 'a VJe"�x 14 Ic - - - - -- --3' --- FOR MW. FOR Ym. J•--' A GM B ,/a• l sCK�dAE Sl]EgNECASE ANCHOR ANCHOR 3'-` �2 fOR �2 FDR'arovmo (SEf DET ,/,.) ,y I.. oR D,RECF IWUNT SPICNO SPIICNO SPACI G" �"SP��GS -3 uin jDETAIL 1 WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALATION (APPUCABLE TO SCHEDULE 2) r�i • (/RORMTE LouroN SGIE: 3/1g• - 1• SCALE 3/11' . t• sruD M•Bli ,�o.c / 3■ i END PANELS) MAXIMUM A.S.D.DESIGN PRESSURE RATING s i AND CORRESPONDING ALTERNATIVE 1 ALTERNATIVE 2 L ,� CONCRETE I� I i I •2/ .) MAXIMUM A.S.D. DESIGN PRESSURE RATING s.f,� AND (D _s� ,/4••,f• MACHINECDL OR co"Ori E I MAXIMUM PANEL LENGTH IL" SCHEDULE - N•` - " 7 W1.- /1 BLOCK WALL. CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT n FOR DET, (sED � Ti % +n oc. Li REaAaD :i r { MARE Y iD er(•TA,AK 1 • 2 ,RrAND FOR LEE SAFETY 2M PAE OR, 1/1•j i A 2/4, 24/4, 3/4 a 4/4 ' I. 2 NE yes/15 1, z BE 1w/15 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES � ou_._N��R > -J ITCn NLIFE S�AFEfY PANEL if SCHEDULE e 1 (Ai R/ wAll MouNr caPnrtaNs FOP a BOTTOM W/ E.O- - ] 1/2' • MLOCATIONM Nw. l)WOM HetPNr R7 lO., , M 00. S 1 AREA R LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBFLOW) (WJ (slE eEcmq FOR Mn. I.P. REGULAR AR PANELS W/ OR - - SAFETY PANEL -� �� MAXIMUM S.D.AUPON m a MP-W GNA-N ro PAHTLANE FEMME a NpEU DE RAF APPLNANE TD .51a -Tla r-r E 3/.- ,.CUED ro CLASS. ( ED V - - - w/o REGULAR TRACKS (s% NOTE I a °R'aH ro ro ro ro m SECTIONS a1wHMTI oN LENGTH W ! t) r ED' CONC(SEE ETE AMIF ON ' •:.!•. BELO./) OAST PANEL T1 E PISfM1ID AS ' CONCRETECONCRETE CONCRETE: CONICR[7E G011L'EIE CO•G[T[ WHCRE[ CONCRETE NHOER E°' SCH / LIFE SAFETY PAEL OPEMPIC SHWl M I BLOCK BUICK eLacK MCKBICCR or THEY SEE SHEET 1S FOR MOORS HYPE ! SPACING FOR NSFrUATIDIS MD "GOD FMIE 961LDM SHEEP ,4) P J I. MroL'rs� g�a ALMK E P110110ED R/ REAR NAaLE HARM N NaMR SPACN4S AO MINIMUM LDOE DIFIMCE ARE INDICATED ON THIS SCHEDULE. FOR EO (Ary. COOBON) m FOGUFATE NSTALUM7N r NFTENOED 8• N/A N/A N/A 8• N/A 6- N/A 8- N/A 1 a 2 (TOP) LO. LIIE TMM MCA70 ON SCHEDULE REDUCE ANCHOR SPAO/4 In YLITP LYING ylLya I. _ E° G„1. REOeRED , -. PANEL(l) & CIAro E NBTAUED oR REMOVED FROM xBE 55.0. -72.0 5'-0' OR LE55 SHOWN OR SCHEDULE BY THE n0uorm riormRs. me nN oPEMnoN m E POSSIBLE. L - � ED CONCRETE ACNOEDULE 0RSM9�� Di SIRIICNRC. 9' 7• 9• 9• 9• 9' 9• 9' 9• 9• t (BOTTOM) NEpOED SPACING OBTAINED USING FACTOR SHALL NOT E LESS THAN MINIMUM SPAC N (SEE NSA : �D ELEVATION 8' N/A N/A N/A 6• N/A 5' N/A g' N/A 1 k 2 (TOP) �'M MR EACH ANCHOR �'AT LEA' � WOOD RATE � O WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION G+a - r--, -n.o ) r 6' To B-e' ,• Mr„NSAooa) 1b 00M nwawI�+n^"E l:. _ .- --- ' Ea�c REQUIRED'ATE1 /1 SCALE 3/32--l- 9' a' 9• 6' 9' 7 1/2' 9• 9' 9' y' 1 (BORON) WOOD L.L FINALS PUAI A. SECTION i SCALE 3/8- 1' - SECTION 2 SCALE: 3/8• - 1' -,/4 rW aw ©®a 1 • 1 /4• M„ 6' N/A N/A N/A 6' N/A 6' N/A 6' N/A k 2 (TOP) -I : B' 4' y 6' 6• 6' 6" g' I (BOTTOM) NOES ON LIFE SAFETT STORM PANE, SYSTEM INSTALLATION IN- A) S J ] > J "'�°" "M°S - -" - 3 ,/2 �°EBA OKoomm � � � _ -ENDDRSEE FLOOR BOTTOM APPLICABLE _. .-.__ _ __-.__.. liq. PTHMAOED P[NET r D. 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TIL(/J 3 LIFE SAFETY Pj REOWRES TOP TRACK TO E COMPONENT k BOTTOM TRACK TO "s , Ti .52.8 -66.0 3' 3• 4• 4' 2 (BOTTOM) 7'-6' OR LESS E COMPONENT®AS PER SHEET z OF THIS DRAYnNG. t�`TGP,,•• ••..� +55.0 -72.0 2 1/2• 2 1/2• 4 3 1/z' z (80TTOM) 7'-° oR 135 No. 44167 s-TERNATIVE iW w COMP()IVEHT 01) Mir E INSTALLED WALL OR FLOOR MOUNTED FOLLOW14G SECTIONS 1 k V 9 s Q't ' (;ENS�C '••. 2 oN THIS SHEET, AS WELL AS DETALS 1 ! 2 On SHEET 14. a Q : • (/' EN$f '{P' * ? eDAa a/s• - 1'� : J •{' - 3. �? s +ss.o -7z.o z 1/2' 2 1/2' N/A N/A S FLORIDA BUILDING CODE (High Veloc Nu cons Zone - FLORIDA BUILDING CODE (High Velocity NU cons Zone T •• FLORIDA BUILDING CODE Nth Veloe Hurricane Zonafl 4. Min. LENGTH FOR COMPONENT ® is 15'. = +55.0 -72.0 N/A N/A 3' 3• z (BOTTOM) r-e' TO e'-e• osolo TaEDo. NYC. z Q Max. ANCHOR SPACING FOR COMPONENT ANDI/oRAce AT BOTTOM rs GIVEN ON S ND• amKI n11Y:•D. Nc. F.P. i.q rP. - estno RlEC4 .Ne Il. ® 20 GAGE GALVANIZED STEEL STORM PANEL I 9' 20 GAGE OALVAM2ED STEEL STORY PANEL * DIe1N w: s O •. FCORIOf;,� aNeIN er �E ;(>: $ 20 GAGE GALVANIZED STEEL STORY PANEL�. SCHEDULES ik x. SHEET 14. ' *''• A1F ' a -1-L--= - n/L/E20 // SS•`" " G\ __ �, Wne/Efe ALLATIOMS ME ONLY VAUD FOR BUILDINGS WIN ASD. DESON LOWS IlP To _ r, COMPONENT �t MAY E PERMANENT OR REMOVABLE S S1 OF W IF C DRINK- s. SEE DETAILS FOR INSTALLATION INTO woo° FRAME BULOMcs ON THEE ,s. ' GLOBAL PROTECTION PRODUCTS, LLC. ale A - GLOBAL PROTECTION PRODUCTS, LLC. DUE CALLS. -72.D INN AND vMua rRcr w ro e-r. .`f p - E GLOBAL PROTECTKNi PRODUCTS. LLC. -:�''• oR IL ECOI»t. �1L E� COF»�. o�. L RI NE IL COI»t. z �, j .vIM S.W. N enREY z. FOR NEw Ro00 FawlE coraTRI1CrION ROOD MEMBERS To E s01JnNE1RN y F SI • AL • eowAN. ti t]M 20- t 78 Q P•E No. 2, W/ SPECIFIC ENS" OF 035 Ol EOM- h, `r ••• FE �'1•�Jdk� / � ...•. a snRe°t°Va. NNONN[ Lss DATE. R_ Lv,t 20-176 A FNu Iu1RM"" w :: TSR RA WS °Rra Ne: B. SEE SHEET 4 FOR DETAIL APPLIGIBLE TTI THE NECESSITY FOR THE INSTALLATION OF ryOSS` L uJ • ANT MVC"�L'lUD'IiT SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. AyrNFII 0 M Wtla +. aae­m - - A: oma °--I- ,N m (n4AN N L! rAr (ai)FN-av7 25.� N.: _ •' Nw ; CA-w- e.. , fMR .h-.M. ( )eN-TS•0. FNI: MI)NS-e7S7 rNA ,' R w A rM1r., •Yma n u•. PHOL OStl.ee-75•A FAA (.e4kN-e'A7 PE SFNJSR.MnNE/KIATT MCA-OOOeTt}. ►.E W n-W ~ RNQT ,] p 2. PE RA�MnE/aAR NATO A I"t}.. r.E - ~ yQT� q 2e Pi. SEAL/SION,UtlW/DrtIE CA-DOoeF,Nl 7 -- ! WI •W MQi N DI M 17 IeLlp A n18 }.. P.E. PP ,t•,tl SHEET N0. SH 11 - _ _ - - - _ I -1 I. 11I I I I L 1 11I I _ [__ I01' II _N[LI "it II 'o'I' 1p I I I 'I L I I 11 _ I_ _ I '. I I I 1 1 ''-. I III I� � I 11 ---- _ -.---------I - -ANCHORS (SEE SECTIONS ON SHEETS 17. t8. 19 A 20) ---- --- --------- -- 3' MAX. SA/17. ay17, SILI,4 ,/17. 41/17, 50/14 3• MAX.' i• YN. �YYI/14 7AW/1e a SAW/2D �ON/14 7e1t/19 * WR/20 1' Y_w. D.M,ar 4Q- - - -- - - ---- ---- - - -- O O O O O O 0 r.�_,.r.�_­ I i_ ,__�_____ __- .... _--- -T ( I I I i I I �' ' i I I I I i I I 1 1 Oaf + I i 'C� ' (D RG, MAX"tPon L I 1 ' LIT IYLTY PAIn AaJIK P t - . 1 a ._-.-.-__... _ _ _. _ - _ - _- - _ - •rI A 1 m's M, fi 4: �- ---- -- _ A PANELLENGTH- ,can w/,A• • Iv,r'--:..'� --11 ,- 1 / •aW101 AT I i (SEE SCHEDULE) -� I -- -'FjE - ltI - -v--i?--.- � /�(7 Ii7C/. "iOnRT-wK borrow Conn I ' 1 _ , D.M-®or4-- �����ii(�� '_gygy_ - WMD FAR R 18T ! Iq0 N•n �W/ J• MAX. 1107, TAW/ 9AAIG �W Willi 71W/ t/14 3' MN1. I" MN. MW/to. 7Aw/,o a MW/1b apiiopla 6M/+4 iW/t9 a MR/20 I' Now -- -. _.-- - -.. -..ANCHORS (SEE SECTIONS ON SHEETS 17, 14 19 a 20)- _. -_ - OPTION A2 FOR LIFE SAFETY STORM PANELn ELEVATION SCALE 3/16•-1- I/•• H•A DI• Low ® j - �- - OR, aWAIP -,.14E -ILM OWL SNEFY O- W+L ,, --oEt--�\-�-----�---��---z--,.,--,-�----�-�-..', EKTER0m SECTION A -A SCALE 3/16•-,• MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND 0 T1((/l CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE '04� u.EfJ4 :! 1, No. 44167 S *. * :* FLORIDA BUILDING CODE MI h Velocity Nu cons Zone •2mo W`100. aC s0�-4�"� (, ''LORID"'; ". 20 GAGE GALVANIZED STEEL STORM PANEL 1. avew eY GLOBAL PROTECTION PRODUCTS• LLC. 'T UE"0 1. / .. xl• a UL - ARC n mi ROIL: (sb.)u�T3tts, FFIL AIL Ota1,w-b1n 20-176 a" --'- PE. YAL/SIG14UREJo TE G- 'I; r" ,x• ofte o - wM.nM A TILUT A.. ►.E ru Mrtl WQi a a M MAXIMUM A.S.D. Mox. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (f,•) TO CUSS CONDITION RATING (ps.f.) (SEE SECTIONS) +55.0. -72.0 8'-B' 2 3/4• UNBOLTED INSTALLATION DETAILS_ FOR OPTION - DETAILS FOR OPTION #2 FOR LFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1(4' TAPCON ANC,gRS - 1/1• TAPCON ANCHORS __ 1♦' TAPCON ANCHORS 1fa• TAP'CON ANCHORS • 9' O.C. 0 9' O.C. 4,e' O.C. � e• O.L. concRE r ' EEETE rnr/cR caNCRET •\ BLOCK REQUIRED1 BLOCK REOtIRFD 1 BLOCK REIXARED 1 BLOCK REQUIRED 1 , E0• •,I W allll'•a,W : r IO10,AE'�oA I aRi 'At t ---i F5 I 1 - I I � ` 1- rM-.- --- --1 � I.M.. ----- I 1 1 E- �'' : ,. .1 . . �' 111�m I : - : .. IF, ;�-' m '- -- -,-."-- ---�� - - I : r I . If, - : --- - � - -� � 6. 'tlrllv:�" ; 6. " I 't "I _ !Ikj i s : --I 5 • EG•.1 � 7 11 I (�. � r „w.R1„o1. .1 [`%.. Imo v �. '' �'- �` ' aAn lFri � i eA0 '� I -'� W : -� y�or7 N to r. �� : g R I rim ,4 � I tm ,U � I- spa, ,q I •' E CLASS 11 `+ � b a���il � 9 �N�i y. 4; ' .e e• - ! :: I. - It S� I , .. �� ;-� 3 � I e• � '•' ra ,V fi -- 7�ar IaM Mn . --. � - I ; I i 1 � Sp,' ,wR an . � I - ._� -- f aloMr 1 °O7 ouAIP j r 1 I 1 , I - ' I CDMT. I ''.. I �{ i , I ED.11­-'.`�'-�" 1 11 - �'� '.-, ED• Y_ / I I L , 1 11 i C. (STAGGERED(STAGGERED _eoteao CONCRETE T _ _ _1---J 1/2' 1� ♦'•-Mil/aSs. Y.S. W/ r. - - 7/b••a3/32' NUTMASHER f 'I/2{ , 1�a'•-70x3/♦'S.$. U.S. b/ `-T/6YJ/32' WINO NUT WASHER OWING sEE am,.. XD MRAHna6 TYPE It Hurricane NEeaR Twt ,/• - T"aa SPACING MR RerNlAr,oll, aro WOOD tw .Loa, rIrle DN , rRlll[ elnwa wMIMN A,r.Mpt sP/c/10s AND ,ANRRaI Ear DISTANCE ARE INDICATEDON THIS •saanA,o �� � , SCHEDULE FORED. ta3 itMN IIIOICAIED ON SaE01AF REDUCE AMOK* XPAt,w BY YlAnvuMO sPAerw e1WwN ON satDua RPI•IJ On,•III rtl � , NTTYl ra we MEellaq RIQTQIt ar M PofiP"C fAC1oIS. MR THIS oPE,A.Oa+ TO P06lIeLE.BED REDUCEDIA -__- _ - t '�, - _ -... .. y - _ »Ac11c obrNNED IAPID rAcra sl/Mi NOT n LESS11NN ,41WN SPACING IWICACD FW FAO, MICNDR TYPE ON T,E SttO➢tAE s ,/r - - - - - - - _ - S - _ - - - ­4 . - I S an Alto L. , INSTALLATION DETAILS FOR OPTION INTO EXISTING 1/1Y TAPCON W b' O.C. #2 FOR LIFE SAFETY WOOD STRUCTURES STORM PANEL SYSTEM 11 !' 1/♦'• TAPCON O B' O.C. __TfF//1 t, Y 1RN. iNIWA0E0 1'EIETRATN,N AT WOOD � _ � -W/1 1/Y YIN. T/RFADED PEME,RATION AT MOOD �I r�, HEADER I IFA0E11 Moa. YDa. W000 HEADER i � � w000 IKi10ER 2 � REWNED - �^' REQUIRED �'' I L INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED ,."114' TAPCON ANCHORS CONCRETE OR CONCRETE BLOCK STRUCTURES f(a' TAPCON ANCHORS s o• D.C. a e• D.C. FOuIED CONCRETE POURED COIKAErE "� BLOLIt 1 _ OA BLOCK, �OUIRECONCRETE 1 1,-[1 _1 E.D.• T T f IIAn IpIW4 to. T) r ia v 6 1 I •Aa Ie F ­� D�5 I I I 7F5 , $ # I I L ! p 1 1 1 1 I 1 rR ' : I E.D.- //1M,OY PANELMATE PLUS W/ _ - -7/eY . 3/37' WINO NUT WASHER e e 1/4,o.c. OR CONCRETE BLOCK MALL REQUIRED MOUNi@iG INSTALLATNN'1 QC(TTIESN L O REGULAR PANEL ' ' SEE tI,IEEr 1e a m FOR ,wnWlla TWE . A� TPrt � rNaWWE SPACING FOR IerNu,+Dle Rno WOOD, w,L Alella alne PJ , , nwYE stwNo. we"AJY ANHWR W+/pNOb AID 4P/YIN EDGEIx,.tl. DE DsrA1Rx ARE IMtIGIED Op THIS •m W a,wAw W , , x1,EDuc FOR ED. lab THAN INDICATEDINDICATEDaN SC,EDIA[ REDUCE ANCHOR SPACING BY YUL7KYM0 SPACING mWMw ON 9C,mNF ra 1l.1 a,w ea OU , , ,n AORbI V /nT[ OLEooTce new eY M iRlDe•a FALT016 TOR 7Na aPBM1WN TO n vOSTIbLE REDUCED fin• __ 3S _ .-- WVCeq OeTA•1ep u5110 FACTOR SIPLL NOT ME LESS THAN MINIMUM SPACING NDrAtED FOR FACN AIL,WII TYPE ON T16 Stt1aUE -- ° ,n• - -- -- r - - - -... __ ,m ,m ' •oIAa1 W H•Ora '. ,a E10STN9.4 '. � A /.gym. _�'_' �,j� r 9 u'°4 Dour r I I .AMEIYATE PLUS W/ ---# ••'. - 3/32' WING NUT WASER (BEYOND) -PMWAD CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUNTING INSTALLATION LATION SECTION 5B 0 LIFE S&M PANEL SCALE 3/8'-I' Nurrlcone INSTALLED IF MODIFIED. SOD 4 sit .*E GFNEA!! NDIES: VAL14 E-2 iMNEi a_TnPu PANEL sm 1. f-Z ILAIIG S1DRN PA/EL SHOWN ON TNT$ PRODUCT EVALUATION DOCUMENT (P.E.D.) /1A5 BEEN VERIFIED FOR COMPLIANCE M B.,) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE iEAIALE 10 ! PANE -/ATE PLUS 1Nro CONCRETE ACCORDANCE WITH THE 2020 (7lN EDITION) OF THE FLORIN BURRING CODE. BLOCK SHALL 13E 1 ,/♦'. DESIGN WOW LOADS LOADS SHALL BE DETERMINED AS PER SECTION 16200E THE ABOVE MENTIONED CODE, 8.2) I:W19:I17M EMBEDMENT OF 1/4'• X 7/e' CALK -IN ANCHORS SNNE BE IS 7/8' INTO CONCRETE. FOR A WIND SPEED AS REOUNtED 8Y THE JLRi?s01CT10N WIPERS THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL PERMITTED. A DRtECTgNNRY FACTOR Kd-O.e3. USING /SCE 7-16 AND SHALL NOT EXCEED THE YA%IMI,Y (AS.O.) 1/4' 0­20 55 SIDEWALK BOLTS USED SMALL BE LONG EIeOUGN(SHOULD ANY FXB511 MATERIAL E%KT) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 IF 26. ENGAGE 3/1' INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONgTpN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ISLE 7-16 SH41 BE FIRST REDUCED 70 AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM By 0.6 Ni ORDER TO 8.3) IN LASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL. TO COMPARE THESE W/ MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 75 a 26. ANCHORS SWVA BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN B.,) AND I. 0.2). IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 331L INCREASE NV ALLOWABLE STRESS FOR WIND LOAM D WAS YDL USED IN TIER ANALYSIS. FASTENERS SPACING TD WOOD HAS BEEN DETERMINED M ACCORDANCE WITH N.D.S. 2015. (C) ANCHORS SHNl 8E 11'$TALLEEI rOlLOW11M ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S WORM PANEL'S AOEOUK'Y FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF MANUFACTURER - THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11 R SHALL BE THE RE$PON$IB0.0Y OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TA$-203. 15 TO BE ATTACHED TO INSURE PROPER ANCIIpRACE. THIS SHUTTER SHKL 0r4Y BE ATTACHED TO CONCRETE, BLOCK WOOD 2. THIS SYSTEM HAS BEEN DESIGNED TO BE U N O CL Q t_- O O L- C C6 '0 CL O = � O Q L �7u O LL N N ' 5 CIO -. v FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS 3•/24 (SEE Now : ELow) INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM ,•/z4 a'/z4 ®•O (SEE KDTE 2 eE,OIq a (� Non J emlr) PANEL C1) INTO POURED CONCRETE OR CONCRETE ♦ w/ oI ,yo E,w,• sJu ra, COwcRE,c AIA']WIW: SEE 3' 40.. 2'/24 P 1'/24 ► a $ �1 • MCH r xllmNt Ow B,QY s!: Fal roo0 saMTF Y '• �'- oowa[rt ANClgR6 mW Y Yu. 1 - ----'2.391'-- -- -' « rYa -- (SQ 9OED,AE ON S,QT XB) - " :� �. .� -._ _. - 2.250'--2.591'�+. P jlrl � � ,[ wnoMs -1) j twL IS /90• (TOTAL WIOTN)- _ __ _- __- _- - - _- -_ - QL 1 Ya, �) �E �_ _._ -.. _. _ _ _ 12.500' (EFFECTIVE WIDTH) - - - _ .. __ - __ _ -.__ -_' I - - � _. _ ) 2.250 ,Vr ,/t. m ,�' TH ®Maz,m1awa,bla rIm")oNf•T•rrs��eabecTWooNs,cErxb�,Y�__7-�'�T�/t•-��axiar_�I�`ooa�la.�DawnWm m,i"+n"G'�r ocI4�`isWx b4' - t.,,so'-._-a,/a•-,.3?0•--,.3w'--�`.SOD- 1iIIii.III(��11 �1E:`ood �4 o-LIwar,m���-9ii`eooi�/�,- �I�Wi..� j.05075TII)n,1�f'�y2.2aa'7.300�.1�1_�)_ __l .. �.__ -1 i � I i W / 00]e WI. T,•CN NEYYCD � 2.SOD• - - - �1• /•'►1N/r` FA ooW p , op•7 / ! 2.657 aLVA1112LD 52R EDGE / ij' �-r. fr.-.--. T -1- � . T. --- i0 X 'L' _ _ _ _ _1-" 1 r r T �p\\\\ .� 4 o.A 41F � � air I AS,Y A-653 � R 11 .. -- �- 2.2N• i..r FEND rNN DNI[Wdt PANEL) I DKrXn10R rWIWJ T(Wr01nrt RwFl) : � (00 PMLL) • ,(END' PMR'u (W1F'AIOR PNEL) (NlEligR PMIEL) (RBEnOR PANE() '(ENO PANEL(1 1 1. � \ T_ �- •/ awo�IWrw� ' \\ :i _ _ 2000• -2��j. T•FP. ` / I I I I _.l I r^ Ew:s cRAOE w YNIMUM DETAIL �' 1. IEEE NOTE z. s. / ' � I I I � I I � I I � m•, I 7 �' � � �/ / I - 'HEMMED , � , li I I 'v .. SLX NOn :. 3. A BELOW 71, :. ]. ♦ BEIDw " "' , i '�II,'D-eorxv1L ..LDcrAEA-------------ae.e'5Q7ps•r11is �1}1. II;:II{II�i1I1�1•iiT _--iI�ne,q'J.sIIi)I.� -I I I I ,/,r A,wp __ .__.. -, SSG•-. ,.3�0- ,__,, - a"..- a .� '?1 I I } •I I I I• eaten PMrJs r7 -- -} � � i � � ♦Tm PM+as Yi w/ 1 i i I ;1 wa,L`W'"4�mj " � I/.•._zdv 1 1 1 8.230 .250 _ . 2 70 `FJ• I !1Y3� f + .]/32•/SnK00n5 1 ) A I I � IM1rJ I --,-/,. a� t ; i TJ ` V ) - a7 �- , I � � � 111��t.__.L.II.�L._.- 1_-,;.,Ypc.;.rl,014'ZORYPANEL -- 2.a-- -fi{lAT�-1 ♦Dz•LIi,'� , Y bxti• I� li i i I- I - I •� r I1�1IRtO2REVERSED"h" TRACKO3REVERSED "U"TRACKI�.I�.f�IA�A ICEiAiI�IIi�aOI1II 11 I i , ,.oNWu, Xs{T�wamn IA iyZ' V•-.-,nl/•• (/�)VANEL'S ErmUP"--SEE NOTE. eELOw•SQNOR 3I-PANEUMIEI(TYP) �Y�)MMn�ON�y'•-��•'I,MAi�IGNI�/'aIZ!SOm4E;�y�6N fRi XB ;afeat(/i�)�•i[OWr3'--+__,Y___ I W o,Aa 1 eGRtr � ' I w•W � L- a aaEY ]n '/•Y_,vr/'' �3✓, Yn WNYOMIN I i-_ _ YA.. Fw GONao[ AKnWas: SEX um. YAr eE Lourm TKr[RNArE LoaroN I r Ao W nAu r w I rlc rn .750' - 9CIEDIAE Ow el¢T tk ITlll w000 ECRnc p , , , AT END PANflS 1 /�MB•' /,E }y , rOR Yn. 4 Sa1kf W/ 1 ro aASS 1 pp,. app tl W/ ROWED E9GE. '- .) L •--'.Z;SO• ,• MA' � SQ SERa4 ON sKET ri ,' YAL AT DID OR /7• /2' ) I I ,1„0 "Ir i 7. 1 I � i W a� 1 �/3E•' b ' 1 L^. ' i .250 _ : I t 3¢ wn 3 . ®OR ©w/ OR w�. © INTERIOR PANELS ,B. bnw7• 30 �' L BEILa OPEN EL rwrs t FRONDED w/ • REAR WW04Eom FAaurA�NsrAUAn� � 1 � � � --�' i �..._ � � � --r- -- - � - uax .b, 1' ! LAST PANG 1'1: ro 6E NSiNUD AT EACH oPEnNG sM4 ALwI,'s eE PROwCD M/ 1 I � ' � 1 �� �-+ - 1 1 .� Q - • REM INr1oLE ro FACILITATE DISTILLATION TYPICAL ELEVATION FOR SE�IES l OD0 Oil 1 ' I `o��_ ,zs• ti 12S• - trKc A/32' - Ra nor STRUCTURE "`� i7i0M E-2 HANG 5T0� PANEL CO SYSTEM •+tea stRmilcwRNcsrNLTD rROM ; i -- ----g1 I i - .. -- -- I 1 I �- 'r� 1 I g$ I F }, 3/7E' - r Y R v� g® R�Igg 1i t ' �' L Q�' J.7S0' T-- w.. G•A t � _ 1 1 3 ERI � 1 I ��/�i .,�/��• � I FP 1^ r : ; QL 181 r i � V . ,I, -17"' � /.• 4u. aM ,/.• ws. DIP 1/4• ll♦a GAP - 1 I R 1 1 y '�: Y 0.c Ni1 I "j EI■ I 3 oe�IL 1 q+r - --- - � •... - I j i' r' I 1 � Cr N I 1 �I • ISOMETRIC VIEW DETAIL A tao0• �• z.00D• k � � � �� o �,; i 'r 'r I(X•.rw..t I 1 $� � /, � ROUNDED CORNER O ENDS OF PANEL'S 12S• i I 1 OR0w/ at W/o©'O , ^v( �� I $1 I +� 6 c.A I �� END LIP w/ HEMMED EDGE 1 .7so• 1 r JSECTION A -A SECTION B-B (AAILIBNTE IOG110N � 1 . � 1 rawm .11 ' I �: �< O 1 1. _ _ ,H' aool /l .. (N.is) - - -,- � .2so'. t' EO,AE 3/SY . I. SQBF . SOME SpY - ,• IOae,m � % _ _.1^ -- _ R� .' ' 1 3 c•.c ""I - !^ j - L. N END PANELS) 00XpMrE I %'�':wlluWniI L^�'t -2.000•--j(TYP•) _-_S'Yaa.---tlQIEi:(1).!>OFsrn,Fs,om:E�aNHANG STOW ZTRACKSATTOPPi SYSTEM PANELYATEPL�Ib�1PANEL �LONG♦:--1 •I.. '- : ----i � naWlW[DM�4� � L :: i �11- �/ ,,•/ ­L/, /•'r-m.T/• ws oa10MTt � � / /••.2s,/ ■ ■ (1). ➢EFeBiION OF SERIES 2000: E - 2 IYWG SIDRY PANEL SYSTEM CONSISTING OF PANEL . 2V AT 80TTOY W/ PANELMATES _ I•'A-r0u/r Ny S,us Le q�IKL.�-'S� I .qAm -�^ � p-, �r � -( ��Lq P/,/rwr/,Y e,i Con,. TRACKS TOP a BOTTOM. ( Mu,~/r EO EO Wa* xA I � � ~� � O4 5 6 2"xS' Max. ALUM. ANGLE (2). END PAWLS SMALL KYNrS BE CONNECTED TO E70�,NG SIZE WALL er MEANS w ,tlAwoel L� Ton , aolloaW �� / ,/•'� ,j I� � wJ---� O � O ( ) (2). D PAr$15 SMALL KWArS BE CONNECTED r0 BOTTOM TRACK OTHERWISE A STOP BAR MIELMAIES OR. i USE D (FRY W/ 15' LONG (2) iTNCN AT BOTT011. ENO PMIEL$ � R � /' � �t ' 1 t 1 WIDE � SHALL BE CONNECTED TO w/ 1/.•s-20a3/a 5. w 7 cP1oRn A,oae ,oW ,Ina" _ � ma or (ra asRa.E wi •n r NO,X I mp W SHNl BE PROVIDED AT Top OF SUCH PMIELS. JJ((pQ2211)) / // / • //]2' fa •ueOlat calow,L A,aW4 Ik a W.W aN 9AET nl ••o AN 8081-T6 Alum. ALLOY WMG NVT OA //♦'•-20x3/e• MM >TIUYBSCREW INTO TAPPED 2 (EkCEPT AS a faa a) •O � '� pa ,a�pyE �-�.¢ � aaxo,I,oxl �' � • ,Y ac '^ -j , 2s• (3). 6 END PANELS ARE CONNECTED TO BOTTOM TRAGIC. CONNECTION SHALL CONSIST OF DESCRIBED ON NOTE (J) OW). � WALL AND DIRECT MOUNTING INSi_ arm ", �aA a � �/ 1/a••-2oa3/a• M.5 w 7 e'•a 32' WING. NUT OR 1/4'r3 a• Lnn. THLA+45cREw �( - '- FLOOR TO CEILING MOUNTING INST. BUILD OUT MOUNTING INST. L // }}// 2� WALL MOUNTING INST. RiTO TAPPED BOT10M TWICk. IDGl710N Oi FASTENERS wr BAT EITHER OF TWO (3)' �TOR� 0�MBtlfE'tEr•�A p��I' ACRE Fq CONNECTED O BOTfOY� K 2 .YSiOP BAR � "�� T' O �� ? SECTKMII 4' � M EXTERIOR FLIT FLANGES OF END PANEL (P� S/IALL 8E PRONGED AT TOP OF S11C11 PANELS. 9CNE 3/6-1' SECTION S ■ ■ ■ (a). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i,•. A STOP BAR (a). FOR 1/6TAL1Al1QN5 WHEN ENO PAWLS AND SOME INTERIOR PANELS ARE DIRECTLY Q ,p,/.- 8 �>: _ _ IS ONLY USED AT TOP) AT LEAST TWO PANELS SWILL BE CONNECTED TO BOTTOM TRACK MOUNTED TO E,OS,ING ALLWNl MEANS OF P/NELANTES. ONE INTERIOR PANEL ydi m Q m SrvngTegp ADaPIpp1IX ra �E 3/6. f' SCALE 3/a-1• f "N USING SPECS SPEC$ INDICATED ON NOTE (3) ABOVE NJ SUCH CASE, CONNECTION OF PANELS MAY BE USED JOINRY W/ TRI,CN 888(((�2�2�2))) AT BOTTOM ATTACHING BOTTOM TRACK TO WALMEANS SUCH RIGHT 1. THEIR OVERLAPS L .! NM u �nP WM L/e]pAT TOP M fQL M 1,111111/1/NI g �p A• T r TO BOTTOM TWIN MAY OCCUR AT ANY PNV0. LOCATION W/ TWO PMIEwATES f 5110FM ON ELEVATION AND W� �3 1/2• � PI rNp . Or lN4 U m•[et10F1 W TRM.s (7 ae �d�� p A T//./ O �T•':.... � (5). SEE SECTION 1', 3' ! ♦' ON SHEET 2a. SEE ANCHOR SCHEDULE ON SHEET 25. Ye+. EDGE DhiANCE FOR TH6 INTERIOR PANEL USED JO Y 1r DOE$ 4 F F � Ar eAeo ox ,am a $DO E K '� N Tso• oss• R».) •�; •' VCEM:' :✓� Y�``'(GAIp NT!(Ula NOT new � W r(ID 2 E L`�Err�a slot of �'"�PANEL)�iuv�E ° 8 �2��� rm.L,AT,ON T,rL a Xle, a. =yr�1��'''VCEN,pF; r� � W I_ � 1_. :: NO. 44167 ": FLORIDA BUILDING CODE Nth Velocity NurtieOna Zone (�J - - � � w - *: /r,No,.* ��CENS ''•:�P fLORIDA BUILDING CODE MI h VNoei Murrlaene Zona L,-_ Q ro. • � ��'r �"`� ? ;• NO. 4416J i FLORIDA BUILDING CODE NI h Veloe( NurriCane Zone) Q I � � --- .7So' - = •amo nTeea uc ': a mom nmGo. ac cowllm W ANr ,rn m own ANr & gismo ,A,EOO. «c. i i3 ATE OF _ 20 GAGE GALVANI11 ZED STEEL STORY PANEL rr. 4 16T __ 20 GAGE GALVANIZED STEEL STORM PANEL rP © a'"uArWFL ='ay' STATE OF a 20 GAGE GALVANIZED STEEL STORM PANEL rP' -c( s NAL ���L GLOBALPROTECTIONPROOtICTS,LLC.IMTC{-o••,STATOF�_`_oM"Ik-�""� `4,QmWNeZ 3'Mox.9'.:Q�onrN be}+��:• GRID--:-�,"'/r•/�_*:•_�ILECOALPROTECTION PRODUCTS,WF/N/1m0 �1Td.LDaomNlGcm//S••••••.••---9.FPItC.w. Bt s,RmEInSC1AL/2,VIEW_OINC O73"x3"LYax.1 ALUM. ANGLE O8STOP BAR_�i�'� �-'+-�'7�E.ILEC�•PROTECTIONPRODUCTS,LLc.„n:Z •.opS.w. Ss„wsT ,,,BOo ar.sSTRti3O'L10'�'�!CQArAIff"moNCEs<wu20-178a.►rIw..•Iwa�nnnWlc:DB.oaW.ILw,A20-,78Q 11'LONGHHII DAHF, R wu � F'•.,, \ Fee 8083-TS NYT. ALLOY [ I aaC W,r-ro �''Oi�,o -iroi w Rlor[: M•)M•-rw. FAIL (eD.x!-6F17 AhA Li (� w... Lw m-,o •�Ia" m-.o, (gs)Ww-7BM Ml (•a)f11-eN7 ( )♦r-r6uL rAc (tl1)IM-B», 20-178 F V N. Ww t r WA Mao•, w Nw NIDKE r[- vA/WIAITURE/GW u-aoa7,M Aw .� MT-�- w owwo w: i"'Apo `s/ON l ' 1! u-000n,o vim, r w moaro w: ,r : am o,-,Ar . a , w.. OWrle w WAIOt w nur N.. Pt m ,7•W � fIRT XX r M NI/l LIMN•�a 4K/SWMT,IR/MW ,ItLTER w nor X.. PLC T-,tl PE ,WN/wWtl+ME/OgE (i m-,m _ _ N, , N wE Nt r wrlE11 A TX11Tr tJ,. P.E. Y,tW `~ WQT N O 2E J _ _ r 1lQi ss ar >M N1 _ _ 0- S HEET N0. SH 1.2 I I I - I - V , I I" [11 f I I , 11 - 11 11 -A ml�f I I I I I I I I � I - - I I L - MAXIMUM ALS.D. DrOw, - 71-C 1 I APPLICABLE TO I I. TO GLASS coNornoN SECT04 .66o. -75-3 ?0' 001 LESS 2 9/16- I DOLTED - I . 2'. 3r. ,"w , I " - A 3,w .66.0. -75.3 70' OR LESS 1 2 7,�- 1 - - I .. A - , - �r�� 9M4- S-S. M.S & WINGNPLIT AT GIVILAP J, 4OX OF PANEL LENGTH OF PAMO- 111111,TY4 I'll!' W-1" 0111 .1 Tl 7: I 7171-1111T."m. �mr.rwnw.i,.i-x.�.::;:i*iii.:,.i-ii..,�n,ly4i,� I ­.,: - I - I - --- - 1- - - I , - - � -��=j -91 m F. 1R. -11, - I A - : �., 111111--iji-fl,�,W-4-i:11.: - "' .- -��'; -]�`W.Mvp�l; x­',.zmm,�..�� MAXIMUM A.S.D. DESIGN mommium, ANCHORS SPACING FOR L D. - 3 1/2' - I Appucmu To . SECTIONS; 0 a I AWCOMIRNAPID. OF THEM MAXIMAM PANEL LENGTH 10 1.) P14MURE RATING (p -f ) TAPOONS . I GAIN- P"Al"TT 0 PAMCLAMTE " - m OoAcmm TO BOUM)"CKO", TO CONCRETE 10 CONCRETE BLOCK To CONCRETE TO CONCRETE PLOCK TO CONCRETE J."'WIE BLOCK - W NIA 12" NIA 12- N/A 12* N/A I - A 2- (TOP) li, 3. * PC* _ 3' - 5' 4. . 5' A- 5��mw + 11. 3' 12- 5. a" 1. '. '. I - (BOTTOM) 5 low ++ N/A N/A k/A N/A N/A N/A - 12 1/2- I t, 2' (BOTTOM) +66.0, -75.3 7- N/A 6 112- N/A 4 1/2' N/A 4 1/2- N/A . _ 3' (TOP) 70' OR LESS - 12- N/A 12' N/A 9 1/2- N/A 9 1/2- N/A 3, (BOTTOM) - 12* - N/A . 1 12- N/A i2* I N/A - - I Ir ./A 1 4 . ) .. 12* 6' 1 12- - 9 1/2- 12' 1 IT- 1 12' 1 11- 1 - A- (BOTTOM) . * UINTED TO II&O po.t, A.S.D. DESIGN PRESSURE RATING. A SEE OW 26 FOR ANCHORS TYPE & SPACING FOR PHSTALLAYbONS INTO WOOD FRAME IIIALDING. MINIMUM ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE AM 0000ED ON THIS SCHEDIALL FOR ED. LESS THAN INDICATED ON SCHEDULE REDUCE SPACING NY MULIftW4 SPAC94C SHOWN ON SCHEDULE IN THE FOLLOWING FACTORS. FOR INS OFIERAMON TO BE POSSIBLE MUDED WA� OBTAINED 6*4 FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING ININCATIED MR EACH ANCHOR TYPE AT ANCHORS LEGEND. MICH= IfIft ­ib!74- - !-/A*. /4 -114�0­ C�t _ Ile. _ TAPEON rowum-fir romm a Poommumit PLUS GNA� I w .. m wommot IPA) . 3 3 - - - 3 1 2 q, . Ree- 3 3 -- � 3 1 1­4 3 3 1/2 , ,/2 - Am& LIL 001 gomm 011am - I 'Ir - is I - - -- - -2 -­ - - - - - , [-, �--. 1 I Do 3 I/2. I - Ft -�-o + REOPAM Mo.. DISTANCE BETWEEN BOTTOM OF PANEL AND (D TO BE 1/2' 112- v M- Ff-� + + REOUORES No, DISTANCE BETWEEN BOTTOM OF PANEL AND Q To Of: 3/16" LJ J3/16 r7-1 - FLORIDA BUILDING CODE COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM ANEL SYSTEMI (SCALE 1/2-I-) �- -- - � . ---- -15.125" (TOTAL WIDTH) -- - - - - , , -,- - � - - 2.187- - - 93" 1/4-1­2W/4- - -- �- - -12.500- (EFFECTIVE WIDTH) - --- - I -- -F- -.I�l - I S�L STUD RP470 - �,-- - a 1/4. (TYP.) - - - �250' - .374'-- .-.750' � TO ANGLE 0 6 1 /4. 1 i.2W F L--­,,-- , ,123 _ _ OR 12F;�"O C * 500,/ --I'M' - - 1.3tIO' ­ - I �=' - I : - 1OO* I , (MAY K : I " o.5oo. '"' , , "" L A, 11 �- .!�- : , --- , - - . -1 � - I I I I -r, , i , � . I N 1 1.37V -- " ,/ * i Is , � . I cl� G.C*4* W TACK , --+ "m I ,.,� - - � I HEMMED ED I � 064' I .I,. i " I GALMAMz STEEL � t . EDGE �Vkk ryp. I ­ 084* - , '. ." SEE . - t A GRADE 80=001AUM HIOO'ED �, L 7 / ;?I 2.1 75� I I -, --- - ­- C-60 ­. EDGE - L-1.5W---J ­ I 1 � .054, I - - - -11W.) (Typ ) OETAR. A 49 --- - - -------- - - .1 --- I �, .375" -- (1) STORM PANEL T - 1,350- IETAUL A - 2.00C` - I PANELS SHALL K WAULD ALWAYS - 2.367" - FROM LEFT To NIGHT W/ 1/2' LED (��) (�) or TRACK (�) ANGLE WITH STUD AT END AT LEFT 501 OF PANEL . . . � " TIP. TOP � 0.024- (MWI.) . I _ OF IIAND. GALVANIZED STEEL PANU I END LAP .3"_ ..,.. W/ Hamum Ew. *0.05" 1 ' _ PA14L .� I . , ­w ,� �: - I 1�1 -- I - 5 133'1- C270"A ;� I- I � I �� � i I . I - ?Do- I i �, � I 1,`:1 0 .,� 0.375 09tu 0.250^0 �,�� , - - - - -111 'm. ­ , 1 407' 0.62 - - -- .11. - - I � -I - - I "EOIM__ _ - , I - U . � -, ."Tior � 2.591" 11 T� !200- 1 -(�� OR (!�) . I , L 270- - po!" - 2-250' - - ISOMETRIC V" DETAIL A .1 33" � 957- I � .1 � 3.. I +1 ROUNDED CORNER 0 ENDS OF PANEL'S , - MIN. .085* I . - - END UP W/ HEMMED EDGE. I - .625' .1 2Y -2 370* - - , (N.T.S) .�,v � TYP. Bantu Amiffli I 2-500' I _ Ma Or PANEL .091 - '067, (�) , K F-Y HOLE WASHER 3.750" So' 105-HIS4 ALUM. ALLOY (�) KEY HOLF AT PANEL - 150' - (TYP ) - I I .072' f] " I . SEE SHEET 5 FOR ADOTION41. I - 2.124' -.750' - BIS' UMITATIONS IF SUEEW UD$GTH IS I 1'. A � ' - - .091, , - I - - ,125' 1 - ONLY WILID FOR INSTALLATIONS INTO SLEE W 2 I/B I- A '� 1 250' 1 ..' (�) MAX, LENGTH 4 , J�JF -- - ­ -' -2.000 . - 2. M. 17.' I L--- _ - � 193 - : 125' 2 . � + QQG.L - -2.540'- -- t-I'a . - , . � I 1.050'0 1 L- (TYP11 .750' -2W_ -0 (�) REV- -H' HEADER * "U' HUDIER , MP) I I- I. I- .,, -- - I - - ... - 2.000' -- Lj- f (g SLEEVE J' MAX, LENGTH * @ ANGLE .,,,, (B 'J' TRACK @ PANEL HANGER ....... -- - 3000.- - MOP -TO ALLOY '.. (I 1/4" WIDUE) r-- - .11<�% : ,,4 +�74- W4- A, Tf4� ...... . . - -200 , � ,\ (USE ONLY FOP E Z K" STORM PAWL - rl-Z . " ..... - ,� e fl, I I . I MIN - - A " . ip \ Sys") 6m ALLOY � ,r .. '3-T5 ALUM' F 131V 6156 . - - - -1.275' 082* ,,�CENS , �"' +41. -- - ' � ` I - A I - Z : % 1 WING CODE (Non High Velocity Hur cons Zone), 671 " Loal. I , , 1, INI 125* MI AGO . ($ 25!b". t : No. 44167 . FLORIDA BUI - + :*a ,403m, `k`Im oic. - -& 6111531 N I , , 123' ;� _ 7 ,- I 1 -0"- : 1 24 UGE GALVANIZED STEEL STORM PANEL t - . I .008, 1.2"01 \W F­H` j - STATE OF .. zr f O�'W. 050 .. .1 I (TYP.) !- 2W- 'i, 'y * SEE SECTIONS _ _ .r , W/V/� - 2.000- - I - - - ,14 MON, I ' uUMPI -I- GLOBAL PROTECTION PRODUCTS. LLC. am. - - I— k -, -,,.-;\ 11LIECO.... \ � L.. 51 slow - I- .zHI1 A) -,I,, oI. - - - - 'k - , I, DWPL `I- =1 . ,%-'7r ,�CM�--�-.(M.1-1.1 -- - - )M-�.,�*(.).. 20-175 BUILD -OUT 'F* (j�) BUILD -OUT 'F- TRACK g & (p) WASHERED WINGNUI . - A UPORMIC - .... 1 I's @ � �,- OMM 6ZJ (ZAMAC 3 ALLOY) Px MALj1SwATumE`Nk`E I.M 2 0 I# I TUCK ANGLE -j��F, L5.7- , , - I INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL M INTO EXISTING WOOD STRUCTURES - - 0 ,--- r ;/4'0 LAO SCREWS 0 6* aC W? - , �-- - � I - - II r I . - , 1 /2' - THREADED PENET11ATION I - i -- t. , 1/4-0 LAC SCREWS 0 6- OC W/ , ­�­ ,,, 1 -70 EXISTING WOOD, .. - - 4 - � 1 I=. 2'.4' WOOD I ,� 4, � -- . I . - 11 w LAG ScREws 0 a- O.0 ./ I 11 - ;/4-0 � --- �� � 1/2' - THREADED PENtYRA " � - , I . / FLA' OR 0. EDGE , /2' %&I, THREADED PENETRATION i : ,? - - � I EMYNG WOW HEADER, I - . - - 1� / I I I I . - - - TO EXISTING WOOD -j:;! , I I j --(D , I-'- SAS. I It I-, '.-- " 11 11 -, ­: MLS 1 V I 0 U END Or(D 1, I 11 ,� � , I - -­ , , � .11 . 4 #-,. 5 AS 1 1�tlly­ - , I - - C""' ��'­, �:`. "I DIC / 'T '�'ol I El END M 1, di- - I I 0 E) I 0" 0 . I I 4 wt a I I I � . , � C-L T1, . *0 i -� I I �'i / ". , ., , . p.., SAS s LAC SCREWS 0 5. OC / I " , " , * , �§ - 1 �; , �44 EA ENO OF @ 1 . , I � . '/�;`;T1./T,/TPy.31 ,,,- TO DYTTING WOOD HEADER : 0 1 � a, -� , j I , 12' -1 IHWEADCD PEPIETRATION , � � � I. (Sa DETAL. 7/24 k I I :. I I HE I r , , I -� WING MIT .VWTH e� , I . 11 � � . , WITT jA BELOW) . I _ ... : I , I . - IT I'. I - _ - I OF EVERY CTYP I I I j I SEE OvAIi­ ,/7. & 1, �� Co,H, .I- t I #I.,. SAS . j 1 -6 IA SELMI -) 3/15'AI,­ POP PPVEY . 5;15 0 MCAWN or EVERY 4D 0 EA END OF 0 , I � � In I.. I j- 7 C­ - - .� ;.j : 77 i mw (T,P,) I . I - I I I f 2=7 I - - - I- (3U DETAIL 1/24 & - L­07 ; g I NOTE '. BMW) I'-! -1 . . RE - - - � - I i - : 2 9/16- I/-'--?N3/1- 1 5 _ � 2 apw - I - - L.F.: - i l/C.-20.3/4- � K SCREW : I . - I I/... . t-� ID CLASS " "I - ;z-vi" : - - SE­T� ./mp 9 ­- - I f I, `0 CLASS, � %ks. /. ..,/". ! V. �� . � 12' OC I . : WING Nuf 0 - 2 va ; v , EVERY M.� 5 1--[1- - - - � - ,`I I " 41 ! � I I/-,­:Io`3/4' TO GLASS. 1/4 /4' ,� I-, z y 0,/,�Iz/*,,�./ t� E� .§ 11 v - - - � �, - 1:1 2 We- - I m - SEPARATION WONG 'Aff 0 9 -;N' ;x /11 - - - . �, To C ! r4ERY OVERLAP : EVEW OVERLAP 1� I i LASS I 9 � - - -- - ­ - : i : i I I 0 o. I i - --k-- - 4' I g . ; R§ - - p w . I �- j ; i I If I I V � .* I I . . ! p ,I I I , - �, - i § t� " .� i . � 3 � 1 - : j - i I I : -L-� ji �, j : 19 I*- jj 1 = t ! i I � � I'-2111 � I - 1. s f ,- : I- hl,"� I S : @ W ,/,* "" ' S �' i .. I - . : , C- .. �",/--�-,131* j I - � P il , - @. I I I I I lk . WING . - , NUT I _ G _ ! a 12,0 _\ i I H �, i - . ,�, - I - 7 ; 11 � -1 , - - � - - -- - - --\ ! _ .. - I I -- I � __ , G�C (21 �-u I � i 1 . , - . I , 01 I , ITI. I � I I !!! -- I - 3/.- m 6 I -1, �� . - '1-5 i 0�4'0 TELL;?V 0 - ,L] p p / - -- 9. 0 - s ;/,.:. �r,32 .1160S�Y 1 , ,! -1 I� Fn I . . I � I _ - - . 8 I '/. .. P, - - - I ,�.-v- . ..I,. 14 /-. - . � ! . z�,; cinaopll.l IA � 1, . - I 0 12 1 2 OC ..04 I. 1 " - " - - /4. 1� I I L� B './��'g� . - .i - 4. ., ml i Vy I , I, I I , I'/ .1;D2EC.Ak. . WOOD ­ I I I ) .-IIA, Rk�4 REOU*EC , LO �DR I III SOPKS 20DO . I , I � ,, ,:�n PLAT OR ON EDGE .. . J21, -10 PAN"W" PLUS . OW, - W/ 7/fl'0.3/32' .071E ,A RED. � 6 ;4�0- ::- N"/4 'OC � � SERLS�'%G,,, PENEIRATM * 1210 G I C,,YI j;1d­S. Iwo " � 1/4-0 LAG SCREWS 0 a- 0 C V/ - (2�dQ.* %m - !/4-0 LAG SCREWS 0 0- OC W/ - � II , 1 �., 1 -2' ­ , I /7' - THREADED PENETRATION - (2) 2'.4' 1, 1.�2". THREADED PEILEIRATION WAk MOUNTI WOOD REQUIRED ALTERNATIVE 2"W VCCC KATE REQUIRED OF PLATE I FLAT OR ON EDGE \--- ­ - - Go ON - �' INSTAUAIIGN SCALE 1/4--- , PLATE' F.X.Q-ZwD` FIAT __ ALTERNATIVE I IV - I , . I . --- � ' Bull NG ,::a SCALE 1/4-.1- 1 I � . wm�UAW FLOOR TO CEILING MOUNTIRG - I - - I ;� ALTERNATIVE 4"w I. ,wSTALJAT ARE ONLY VALID FOR BUILDINGS WITH A.S.D DES" LOADS , ,�- I , ... 11444M.111", INSTALLATION SCALE 1/4*-I' UP TO +680. -75A pof AND PAHECS UIOCTH UP TO 5'-W EFIL­�! , pw. jrw �:. !!�I/,� Sir - ---�r ,'t"" 2. FOR NEW WOOD FRAME CO1fSTRIJCT*H,,WOOD MEMBERS TO BE SOUTHVIN - ��ii� ." . , , , - , PINE No 2. AP/ SPECrIC DENSITY OF .55 OR EOUAL I " I 'i Y -` .. I/ -, , - , --�? -,'�� .* .. � ,3r,ENse* .1? '� ! I , - � ,- '. .- I -- I � - : . !k FLORIDA BUILDING CODE (High Vel"Ify Hu Gone Zone)l - - z . "On' " 3 : NO. 4 1bf ' c- .-Zo T1`100), � FP ' of A:;-] = *: III .: * 2. 20 GAGE GALVANIZED STEEL STORM PANEL � w I -El AS Go T& . _ = � I SK aW -�- RE 1111 I ,SEE 2 ; , I. - GOO 0. = 9%.WD" S- -,o *- STAT 0: I ./n/ft" � -P, � , �!!T�- _-_ - - -� GLOBAL PROTECTION PRODUCTS, LLC. . - ­ - - - TOP HEADER WOOD MAIX'­. J,tw ,D,k.,. , ///, -/��,>-Z-v WE_ - z AltXI &w. 51 57W M.. L, X -- ­ --- : . .M 11"'. 03/0.. � .* 4ULI �o DIVIL IL � %UNAM 11 . .. - AN, - - � .1. � (­XMI -, 20-176 TOP & BOTTOM �INDS CAN BE CIDWINILD IN ANY =T"Im AMC" LOPICATION �"` - , N - WAY To SIXT ANY INSTALLAWN $CALL- 1/4* . . �, . �� . (Joo) .�;­ - , ow -.1 " D000kou . I E SEAL^'G­UIW,�T -00011110 1 - I I ..I NOTE SHUTTER tftcXS �w 'OR CLARY, - . WN.YIN A T1.U7 �. P� . FUAWOA I I . F159 , 1 - 1 - sommisor" I - I . . - I . - - I 6XIMUM A.S.O�.&TM Ll +11/4. 3/4. 4/5, 5/5 & 6/5 ,�gVRE RATING 1R.s.f.) AND CORRESPONDING 2/4 IUU SINGLE 'L' SCHEDULE ONLY FOR REGULAR STORM + W/6. ZVV/6. 3W/7 & 4W/7 HORS (SEE SCHEDULE ON S INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD (t) _ 3' MAX - --- SHEETS 1. 10 &11) - -- _3' MAX_ SINGLE PANFIS(b LNUMUM SINGLE PANELS ni I' MIN.- I 1 I* uA. ALTOP Oft BO END W17M TRACKS (3) OR I 0 a -� � 0 6 D. M..(�). (�). (�4). -I I- r, - - -1 -.7 -F- -I T -f- - r- T �' ' r--r'7-7-r--r--1-7-r--I I - - T - I (1 OR 18) * I, 10 & ? I I MM TRACKS DIRECT MQUNTED AT [IrACJMI-f - I I ; . � MAXIMUM PANEL LENGTH *L+" OR "L-" (ft.) 9 MAXIMPLIM A. S .D DESIGN - (P..f.) (. a, -) CONCRETE & WOOD . INSTALLATIONS t 20LO W-0, - 12�0' I 210 12'-O' W-$' 320 --- fy,-V* To'-s' 310 to* -to' 10'-O' - Mo ro'-I* 9�4" oao - - --- 5ao ---iio ­ - x 9.-6. O'-O' -iT---,- - -8,-4-*- r­ -7- --- 8;:4- - -r- -- wo­ s--j- r ASO - 8--o- ------ I..,. - 7--4- - -- 70.0 - r-O . 75.0 - 71-51 - W-Po' '90.0 7'-2' I.-,. 85.0 ?*-a, 6'-5' goo O'-9- 6--2- -1 __ 95.0 6 9 5-0, 100.0 611 5. 5,-If* Imo O.-I. s.-Q. -- 110.0 - 5'-7' IFS.0 - - I.-,. . - .. 1. MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) 0 MAXIMUM A.S.D. DESIGN PRESSUK RATING (P...f.) (+ I-) CONCRETE A WOOD INSTALLAMNS t --L-+--T L­ 20.0 14'-4' � 13*-O - __ 241-0 121-10^ ?I'-7' 1 3110 W-81 10'-7' J10 W-101 P.-f- 40.0 11-1. 01-2* 43.0 #,-I, 8�7- - ---- - - 3fFO -- . -4do- ---&,--Jl -- 117-7- &'-2. r-9, ___ - -- 400 #'-a* r-3' --- 65.0 I` * I- --- - ; 0 ­ T.- "---r--121�- no 7'-2* 1 d'-8*_ 80.0 ,.--a. 8�41' 85+0 7-0, I.-,. goo f'-f" 6'-I' __ PIS 0 6*-7' - $'-,a' 100.0 O*-J" 5'-7" 105.0 #'-J* 5'-4' floo - 5,-11 - $15.0 1 - I 4,-Io- L- fmi; I - I.- I MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WOO SPEED 4 170 m-p.h WIND SPEED > 170 m.p,h 0.) UNREMANM I FIESTRAIMED UNRESTRAINED I RESTRAIWO 30 OR LESS I' I. 6. I 5 1/4- ,33 TO 90 1. 1. - -- 7 1/2- 7 1/2- �20 To 145 1. 1. 7 1/2- 7 1/2- 1 >m TO 16131 im 1. - 1 7 1/2' 1 WIINIIJUIM PANEL LENGTH (in) FOR A GIVEN UOUIRTING CONDMON -�- ­X` 5" " T�z' OUT -C` � I. - STUPID, *r Mg. wrm� �� WOW HEADER HEN" ANGLE - -,= I .= - 01KCr MOUNT 46' 32' '. '. '. '. 1 50- I �i 1 1.5,X1.5, STUD ANGLE .n. 32* 32' 32- 11. 38' - 1 1. W I 'r TRACK 5.5' -V' 32* 42' 67- so. I W. - _ MAU`­UUr - "'" "" wz sm CuOsum 10' U' 12* 111' 10' - w I Se. , I I - . 32' 32' 1 3a- I so- __j m- I w. I q8), U or U I I I I I 1 1 1 i I � i � � � I H I,, I � 1 1 1� - _ Ll L I - t� � "I i _ _ i i I , I -i- I - 1-1-11 'I i ­[] - a I '' . . , � . , - --I - I H I I I �- 1 � A � ; . i � . , 1 - - 1 -1 I I -1 lq�v - - I � - - I I - - - It- 1 -- � ---- � - , I I 11 H- I - , , -� - - - t, - - 4 ,- UNBOLTED PANELS � [ . ,. I I I'si BOLTED PANEL.S W/ jl"-20xl' r i I I � S.S. M.S. BOLT W/ to 0 Ek OVVtLV APKICASUE) (SEE SECTIONS AS APPUCASLE) I I . I � � I I 1 , i i i i I I I I i !I 1 1 . - " , � I I 1i i , . I � I I I i , " , I � I .111 I I i i j I I , il " I i � 11 i I 1 ! I I 2 � I 1 1 � I 1, 1 � *1 1 1 I I I i 1 ; i I i I 1 � I I I ! I I I I � I I : , , � 1 1 . ! I � [).M..(�).(j). -1 i,,I,i- - - i* APLILe;RR - - I - i . 1 . - 1 -,�-4 � 0 1 1 1 I - I �o , A� ,'.', - - li4 - - - 9 - 1 43, i I I 9 01 9 1, mm, /A 3" MAX - ­ LOOP, 2/4 1/4. 3/4. 4/5, s/s & 6 - I' hPIL I�IVIPIG. 2W/6, 3W/: 7 & 4AV/7 "- "" - - ---ANCKDRS (SEE SCHEDULE ON SHEETS 9. 10 All)- - L nj ELEVATION I 2.68r N.T.S, /4' M­ GAP 11 Nk OJOILAP -10HOLE VALLEY) L V�\ /-� -\ /-\ /-N�l ,�' /4' %T-/, ��/ \--/ \-./ .. �� SECTION A -A 01 - N.T.S. momm. (I) L.+ MAXIMUM ALIONABLE PAM LENGTH FOR A GIVEN POSITIVE A­S-D. DESIGN LOAD. L­ 11AX. ALLOWASILE PANEL LENGTH "PIT A ORION ME A.S-D+ DESIGN LOAO� (2) PROCEDURE TO DEtOMW WXWM PANEL LENOIR: GIVEN A POSITIVE XS.D. DESIGN LOW. DETERMINE MAXIMUM PMEL UIDIM *L.' FROM SCHEDUUE- CNEN A NEGATIVE A.SG DESIGN LOW, DETERMINE MAXIMUM PAM LENCT11 'L­ FROM SCHEDULE FINAL 11A)DINAM &WOMBLE PANEL LENGIN IS EQUAL TO THE MINIM DEITIONINIED PANEL LENGTH BETWEEN 'L.' NO "L-'. (3) SEE SCHEDULE BELOW FOR kdN PANEL LENGTH FOR POROSITY QUILAIVATIOW � INSTALLATIONS INTO WOOD ARE UNITED TO I 115 p.&f MAX A.S,D. DESIGN PRESSURE RATING I - M =%Ui 2. IT) & I I FOR MO. A.S.D. DES04 LOADS & MAX PANEL LEWrHS FOR I *.: : . -:W... . 67 S * : I " � . - - WE 0, ',��-�4�� - ,` P21do TXTVA Pic � ..� Ble 14 "" GALVANIZED STEEL STORM PANEL I "'W PRODUCTS GLOBAL PROTECTION . LIC.1 7/V/� a CARL 11 . I ... . . _ - ..'� _ I/ -,,,- - .001 SM, 51 � CNAL n. 3331-ce. com"mr, i **- - ,/­`41 ..... L - Pi'O'z , MIN - - - m - - 'm 00.1.1-.-.O-".,-- , ­ ­- � (W)WO-7�k FAIL I - . - -- . ­ GENERAI NOTES (C) �111/11,U.%ge4zg%j�t;��ff,QYM�l.�I.WrISkUlLDEX, �4�2t�� �11.5m -Azt-z� DR0*CmUM`EN1T (P ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE INC WITH THE 2020 (7th EDIT") OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PAN11MATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS VELOCITY HURRICANE ZONES (MMM-DADE / BROWARD COUNTIES). - 1/4-0 LAG SCREWS PER N D.S. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/16"0 I 5/8' WOW SUSK04G. AS DISTRIBUTED By ALL POINT SCREW. BOLT & SPECIALTY CO SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DRECTONAUTY FACTOR KD-0�55. USING ASCE 7-16 AND SHALL NO EXCEED TKE h&AXkMUM (ASO.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANC�OORS SHALL BE 1 1/2- AND 2- FOR ELCC PANEL"TE PLUS 3. 9 THRU 12 III 17, III AND PANELMALE FEMALE ID IN ORDER To VERIRY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED to LSD DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ VAX, (A,So ) C,2) MINIMUM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SWU BE 1 1/2-� NO THREADED DESIGN PRESSURE P,AYMS INDICATED ON SHEETS S ' 9 rHRU , 2 & 17. 18 PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION IN ORDER TO VERfFY THAT ANCHORS ON THIS Pto AS TESTED WERE NOT OVER STRESSED. A 331 INCREASE IN ALLOWASLE STRESS FOR WIND LOADS WAS AM USED IN THEIR ANALYSIS FASTENERS SPACING TO VADOD HAS BEEN DETERMINED IN C,J) IANAMJU EDGE DISTAPOCE OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED N THIS DRAWING ACCORDANCE VVPIH N.05. 2015 STOW PANEL . S ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTON 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE 5/8- 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAO OF SOUTH FLORIDA REPORTS #0014-01-01 AND 0021902-0g. AS SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. PER SSTO 1 2-99 A ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #1123,01-10 AS PER TAS_201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 Of THE C 5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW WARDS BE FOUND ON �E DOSTWO FLORIDA BUILDING CODE WALL- ANCHORS S14q1 BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS MENTIONED IN C 1). C.2) A CA) 2 ALL ALUMINUM DITRUSIDRS TO BE 6063-15 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFICATIONS OF THE ANCHOR'S MANUFACTURER 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-H14 ALLOY 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEEI METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTU A-653 GRADE 80 kONDAUM. G-50 GALVANIZED THROUGH 51 EXCEF" THAT HEADERS(D *(!� SHAU. HOT BE USED STEEL DESIGNATION W/FY- 92.2 kW (WTER ROLLED). 9 ff SHALL BE THE RESPONSSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS THE STRUCTURE WHERE SHUTTER IS TO BE 5 ALL SCREWS 7 BE STA94LESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPCR ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAW 0 BUILDINGS 501016 W1 50 ksi YIELD STRENGTH AND 90 1A, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411 33.4 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90'. AS PER SECTIONS 1. 2. 4. 5, 6 AND ALTERNATIVES IW, 3W & 4W ON SHEETS A. 5. 6 A 7 RESPECTIVELY; SHALL HLAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR rENJUN'T TO 6 BOLTS TO BE ASIM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. WITH 38 k. WMWJM YIELD STRENGTH SECURE PANELS WID4 APPLICABLE REINFORCEMENT DURING PERICEIS OF HURRICANE WARNING 7 AhICHORS TO WALL SHALL BE AS FOUL DWS. I I THE INSTALLATION CONTRACTOR IS to SEAL/CAULK ALL SKITTER CO.PONENT EDGES WK-CH REMAIN IN CONTINUOUS CONTACT WTH THE BUILDING TO PREVENT WM/RAAN INTRUSION TO - HORS AS MANUFACTURED BY IT W. BUILDEX. INC (MiI, 1'.-3192 p ....) 12. STORM PANEL INSTALLATION SHALL COMPLY Mr. SPECS INDICATED IN THIS DRAWING PLUS ANY BUiLDINO AND .!DNING REGULATIONS - ,/A' 0 , 7/0' --"' --. AS --KD By DEWAL7 94C PROVIDED BY THE JUR50ICTION WHERE PERMIT IS APPUED To. - 1/41 . �/I- SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL PO4NT SCRfW, GMT & SPECIALTY CO (mi, f'C.3000 P.s�;.) 13, (o) THIS PRODUCT EVALUNTION DOCUMENT (PED,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION - 01 4-10 PANEUMATE FEMALE 4) & PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A SITE SPECIFIC PROJECT. - WERE THIE SITE CONDMoots DEVIATE FROM THIE PEo _ 1/4*0 ZAM4C NAILIN ANCHORS. AS MANUFACTURED BY DEINALT. INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT k I) MINIMUM EMBEDMENT OF TAPCON ANCHORS WIO POURED CONCRETE SHALL BE 1 3/4-. 2- FOR ELCO PANEJ.WrE AND BASED ON THIS PED PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY 1 3/4- FOR ZAMAC NALIN ANCHORS. W THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WAUD IF MODIFIED &2) CALK-�N & SOLID -SET ANCHORS SHALL BE EUBEDOED 7/5- INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL. BE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WIPCH WILL BECOME THF AND I" MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E OR,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUT WITH WING NUTS PROPER USE OF THE PEO. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER To THE P E D ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) N CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON TIHE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, to) THIS P Eo, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHAL, BE AS MENTIONED IN ALI) AND IN k2) ENGINEER OF RECORD THAT PREPARED IT (a) I . IC SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM 1/4- * TAPCON ANCROPTS AS MANUFACTURED BY I T IT BURCEX. INC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709-9.2 OF FLORIDA BUILDING CODE, ONE LABEL SHALL BE FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709 9 3 OF THE - 1/4' 0 I, 7/3' CALK-?N ANCHORS. AS MANUFACTURED BY DFWAL.T, INC FLORIDA OLACED WING CODE _ 1 /4-0 X 3/4� SOUD- SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO _ ,14_10 PANEUIATE FEMALE ID AND PANC."ATE PLUS ANCHORS. As MANUFACTURED BY ELCO CONSTRUCTION P;rf.,1111101, - 1/4' 0 ZAMAC MEW ANCHORS AS MANUFACTURED BY GE`I INC V Q. �� 4 � ­ ,�.A -41. Ql; .... , , 9 1) MONAIUM EMBEDMENT OF TAPCON ANCHORS. ELCO PAWAAAATES AND ZAMAC NA;UN ANCHOR. INTO THE Q".1-�iNN.", , �N:,, , . \� .. I FLORIDA BUILDING CODE (Non High WOO His Gone Zone)j BLOCK UNIT SHALL /4' 1 ty BE I I - .. � 82) CALPI A, SOUD- L ` N, W,44 67 ` 1 .- 'ARMO. W, 11 SET ANCHORS SHALL BE EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT NO El 2m *. z -- 24 GAGE GALVANIZED STEEL STORM PANEL - W, i-� STUCCO SHALL BE PERMITTED 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM S40ULD ITM40 EXIS7, * 6----- �`:aFkf - ­rS-­ 0/./- F'1. AND I' MINIMUM FOR WALLS MrH NO STUCCO. % I z I% STATE - -. � / 11LIECO.. GLOBAL PROTECTION PRODUCTS. I.I.C. DIM � ` ** " ` - � 9 3) IN CASE THAT PRECAST STONE. OR PRECAS- CONCRETE PANELS. STUCCO OR WOOD BOARDS BE TO" � I . . ­1� TILLI, � & t MIDD I. 11 IPPROEY - , EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH 'diz %,�,'�it��. * . -.::I- - - No. - -- , t DIANE 'L =1 , Z - , 20-175 - - , I / -=z - - .I--- )M-,.-& - (-)---, In., ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 82) ..", ---- - AW Do -No - ­111";- ' -I- m - ";­ 1 i i j1pillf"Ok"' E SEft,1IK0KlUkkE/DAPE . N.,Tm�Z"1L*!`111 , .. I I I i i ,HKEY I w ,11 I rLOREA �, j 07 I f" ; I INSTALLATION INTO POURED EXISTING POURED CONCRETE Olt CONCRETE OLD" DETAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK - 9PIM OONCRIETE MOCK Co,c= nj STRUCTURES ;1 REOujRfD REQPUIREO� CONCRETE ANCHORS 11 ... I CONCRETE ANCHORS __ I I ON (SEE SCHEDULE ON SHEETS 9 THROU"GH 10) ­ (i) (SEE SCHEDULE '4 SHEETS 9 THROUGH 10) . 4) EXISTING POURED CONCRETE OR I --I I - CONCRETE BLOCK -4) ','Vl� v . 1/4- I . 1/4- REQUIRED. - 1 ol - I. - * 0. I �1�, j -- - - I A" i --I CONCRETE ANCHORS - ­ I E-D E.D (SEE SCHEDULE ON - SHEETS 9 THROUGH lo I I , , " - ,,, ,,, I �,� " I'll I ��;�;,�,,�', 1, I I , , 11�;, 11"� I prm/1 1� , ; I v - , � "' .11 .... ,-�% ,I : - (1) =V///,-�' , � . : --- (1) E / , - i/m 01 I I I I : -1- --L - --- A- T- L - . JL -- F:,� f hill - - A. . I F - F- T= : =%zar-10 I - - I - - I /.�m' - - . - �4� - -I ff - ox" IT -1 01 0 SEPARATION 1- DAR POP "Ok TO GLASS. Am -1 I -C"r 111� I , I - F.D. 1� /�-/I", � �',­ . * � ;.',�I,;;��, ­,, EXISTING (SEE SCHEDULE M-4 ON SHEET 3) I 'L, M.- I SEE I ( SCHEDULE , ON , *m SHEET 3) � , I'll CLASS I PANEL LENGTH ! (SEE SCHEDULE I ILI M., JARY. SEPARAt I 'L , 0*1 : : CONCRETE ANCHORS I V, I ON SHEET 3) I : ; I TO GASTON a I PANE LENGTH -1 (SEE SCHEDULE (SEE SoNEmu 1. LENGTH - I (SEE SCHEDULE (SEE - -- - 1 1" i � ON SKEET 3) 11 ON 7 I - , -3)- - - ! ON SHEET 3) - SHEETS 9 THROW 14 - -,(j) I , --- , 1� : 50% I OF 'L' : =24 1 - (j) - I =-1 : I I �,::: I , � �, 0 MAX 1 I - - I 50% I OF "L, . I - (�) LD .... � . � -:.�,-.- �­j- , o.c. ,,�, . � , """, - I -1 r MAX, � 1� �1. ��,� 1, I -? -,,� '�,,, - --, �, i - � , - , , " I I , ',I ; , ,I I ­,�.J­r. 1-1 . " ' I E.D I '�'� _ I ! , I - - ED. - K ' . E-D. � �` : "' - 1 /2 . '�' � , - . J.---j - - I I - " I "I I C5 ) ;,", , 1 �/ � /) ,,'��,, , - I!& , , / SnMG . 1 12 1/2- O.0 _ --- �,`­` ' I - I - C /�- ` , /I "I" 11 I �/-. 7 � � ;91.11 m � KIND I" son ON I C BLOCK I - I RE -= CONCRETE ANCHORS I , I (AS APIPILICAILL) I -- @- -- .. lxlill ` - E.- I/..- I- � " ./ � 0 12 ",jr .t . 11 I I, , �- (SEE SCHEDULE ON I . " MAI - - -- �m - - - '1/4 ­ AL.TERPATE -,. M. ­ - ... I Z/,(%! /Z LEG LOCATION I 1 . , . I (�) ARE USED WHEN EXISTING POURED CONCRETE OR CONCRETE BLOM ALTERNATE CONCRETE _ :, ISTt�= CONCRETE � ­U CONCRETE ANCHORS PANELAA1ES"A:/�A ARE USED. REQUIRED. ANCHORS OR C OCK REOU'REOL STAGGERED W/ SnjU- (SEE SO OLA-E ON SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BUILDifiEffim SCALE 3/8. I' nam MG SC06LE 3/8-1- WALL MOUNiniffECT MOUNT SCALE 3/8�1- 0,I0 I :....... ....... . . . . - . .. E .. . . - FLORIDA BUILDING CODE (Non High Velocity Hu cons Zone) F-D. - EDGE DISTANCE SECTIONS: 1:�jt=: - .1 1 ` o. 44167 '--. 1 = : - = ! * .* * I . i.o. -- 9:�L­ -- �mmw IkvDXL - - 24 GAGE GALVANIZED STEEL STORM PANEL IMMIN, - -- w/n/make GLOBAL PROTECTION PRODUCTS. LLC. 1AR, -z.m6. WLS EDL SHEETS 9 III, 10) CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1 .. - Sk, '".. R1 IA -'' -- ... " , -.1 -2:.� , . I/ m....:: � 11 `4111, SA. 51 flow Rok - - .. - - - - I, �. C IPWAL FL 3331. - UM1.1---m-- ooklow-'aw - (.MM_eYPFY 20-175 - - � � "1F,�;.'.-.X1*A,A-- M.1 - I -I - 1 - Dwooko, - 1 -- I im VaRp, 1', - 47 I .. Fm9 ! 1 1 Row . ar's I I -IIIIIIIIIP Q) (1) = (j) -0 - > a) r- -6-0 C-) L- (L) L- CL = -0 0 (L) = CL CIO 0 -0 L- a- - - CY) -;5 .(D IIII, Cn a) -B.....I, = (1) = -0 CIO 0 0. -cu -0 , Fn -0 r-, 0 0 L- 5- = = �2 (1) 5: I_- CC C= 0 .0 -I.- CC u- ,,- 0 - CIO > . Cn a) " -IIIIIIIIIP L- 0- - = IIII CIO` CU -0 12 .= ilu- W CL < 0! 4 z z w mi C%j I C%i r- ,�� ,3 - = ­ �­'� I - �, , �) . . I ) 00 I 11 - d 11 "� 4= � I , L11- Lo =D -< -(- � I -1 - I I- , ,- r � C - , -�� \ I �L I " - I . , I - , e I - I � - - rZ 4f I ) <-, I - , ) , - �� -0 .� - ,--- , < I - -, - - - I I :� - � (�_y Cl , -) (1) I - -�, , - - �� � - - . ­� -�; (,3 0 -1 1-. I v I 1) - fl, c, = >1 9­0 i� -- a iz C: >-r- . . i ;.�- CU - L­ -a a: 12 w INSTALLATION DETAILS FOR REGULAR PANEL CD INSTALLATION DETAILS FOR REGULAR PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I,- ­., i ­ :­­ INTO WOOD STRUCTURES 1� -L ----, I ' -- 7- --- -f- - -- - le.: - - . - ; 1�� - I INSTALLATION DETAILS FOR REGULAR PANELn, INTO WOOD - �1- I iL " �, - ,� I SDPARATION - ;.Ie- I �11 - - I , - 1 _5100 ANCHORS I - -- . L _ _ TO GLASS. - I � :1 " I I I . I r I I - CONCRETE ,� . . - (SEE SCHEDULE ON "I L_ ,/.*.-:Ko,* - I ALTERNATE OCATION � ; : zz I I ALTERNATE LEG ANCHORS L I (SCE SCIIEDULE . I -- �, -I I 1) I � I� ON SKET 3) " . - (SEE SCHEDULE ON 1 : SHEL 's HEAD, am. I ­ 4%8* (WY.) EXISTING WOOP - � - , , - � ---- I � -- - LOCATION I . I ow at I . CONIC HE ANCHORS m"NG PoUPRED CoNCRv EXISTING POCIRIED CONCRETE " ,� � I I -­ ­­ . 8 '/. -- - - ­=­T`- - - .,- �­- DART[NoWEL BEAM REQUIRED. SrMCTLOK , I I , " r I I (SEE ZI�Z ON , I SHEETS 9 THROUGH 10) OR CONCRETE BLOCK I - I - : L � . I Cn -1-K-0 SHEETS 9 THROUGH iol OR CON RETE BLOCK RED , 1-1 �: , , , � - -- I - I uAvkN ,AER Y-41) ADEQUACY OF EXISTING WOOD I � � ,­ - ­­ i I I REQUIREC. U'RED , 1, I i � , 0-1 I I ILI M­ KAM TO BE CERTIFIED BY -40 ---EO -- , w I - I I /-,,,=Tl LEG MCRETE ANCCA-m - . /1 I I 1:� I 11 I - I PANEL LENGTH REGISTERED mimum UTTER , , - , I. - -- -- -- ­ I I , , " . -@ Lo cc WOOD EAGER � ' SOR . I � L. , 7 (51 REOUIRH , I 4) WOOD ANCHORS - ' I � I I ­11(d I (SEE SCHEME ARCHITECT PRIOR TO I , f , , ­­ , a) . �7 9 Ilkwoucmu r ED 1�1 . (SEE SCHEDU I I , ON SH INSTALLATION. I . � I . 92:T� SHIM 9 Tme�axm 11 I . f­­ - -- � ; �1, ��,' 4) -, ,� 1/4* SHEET I 1) U Go ,. . ; r - ' Spog le I � -4 ,.� , IYOOD ANCHORS ON ALTERNATE WOOD ANCHORS - 3 - I, mi,,. - I/.%I* �vokmwp.w (D I -i, ". I (SEE SCHEDULE ON 71 �1 , . , , r -EO-EG- n VULDEX 10 SCRIST cot - W." .1X � HEA1, F­ I- I I 0: ACER J1, , '. L ve-mv " - v wul� / 1�1 I'l,l - - ,I, -- I 1, MW I , 0 F144F]i I I ==­ - - I , 12 1/2' O.C. = MAX " ; I I - .��] - C 1/2- 1 " , , CONC I I , 1 4 . WOOD EADER - , i - I I , ED, A - - ' � � �o , 11) SHEET I 1) , ,� , W,A:�­; , - �m', I 6 & ­­ - j 1/4 , _,I/4' 1 1 I T C;,! I , , SHEET - � we -me - -P./,*- M :: 4 MAX. CD ----r- I -­ I � 0 12 Ilr O.0 AX _ _ _ I , ; REOU N - � , I". WOW HEADER '� ; i P12- - - - --- -- ­ - . I . i -- - -- ­ - I L D.. . I I --- - ; --I - 1111 I U) - I , , :: d -01 i /4*­MI' : - SHIM HEDULE I : I , min. - "I , Air. - � M , I I I REQUIRED 3� =*=O � SC ON 2' �, 2 EO I __ _ . .--j 1/4 : " t _ :_ , _7 1 , 1 L I _ _ _ , : 0-��' I I ; ED I � � p � . EXISTI I (�) I , .;- - - . , VOLY1 lv-�'- * . C 11 I L I - ;- - - -Ar- - I. I %, U.. F----� � , - - -, I L�. = I � 1� I I 'W 1/4' GIL IP �xl I I PANEL LENGTH - I ANCHORS -- - �� - , , 2' -- // , (SEE SCHEDULE i -0 O.C. (SEE TABLE III "I I � MII, I 1� F -11 _ - - --- � , I I" MAX. LONG ALUMINUM SPACERS 0 12 1/2" � WOOD 1 4 � EXI j 1 .: , , 1�, 1 -/ : 3 - i � I 1. (SEE SCHEDULE ON CIO .Zpr . -� E.G. ��, ON SHEET I kfi,,. i I - BID ON SHEET I 1.) SHEET I 1) ,� ­ � = i @ : - ,j) . SEPARATION : ,a) i I d SEE NOTE LOW FOR LIMITATIONS FOR I 01 -&=? I , I � 1 1/2" LONG SLEEVES. I SEPARATION I 'L" MAX 4 1 - - -(j) .1 I i , __ _ 'L' VAX. I . IS - " I TO!r : TO GLASS. : PANEL LENGTH (j) > I �/Qa�-o i A , I I I (SEE SCHEDULF I PANEL LENGTH I : (SEE SCHEDULE , I GLASS.(SEE . i - I 19 + TO CLASS ON LE "' 9 & 10 9 I ON SHEET 3) (SEE SCHEDULE . ON SHEET 3) � I SCHEDULE I 'Al-10,11 I ( SPACER I : I i -PANEL,MATE FEMALE 10 OR PANEL MATE 0 . M (SEE SO4EDULE ON - =, SHEET 3) 1 iwa�.o ON SHEETS ,,.�� ON SPW 3) a PLUS SEE SO4EMU ON SWEL7 I 1) ON S"EET 3) , w-up, a � 0 GLASS ... = r- I. ... . I � . M. .. I, I E, Now- - I . I I I A r (srf SCHEDULE ON sKv 3) : �/4M#- *L' MAX, 11 I SHEET 3) � � - %�.ao .I. .. , I _ .� I I I I (UK Ro A� RAL (BBBBBB" " ! V` Y, I � I Vi j ' ' 1 PANEL LENGTH I AV (wrom I I UNIGH - r-41 AT 02� 1 1 -orl 1. MAX, I I PANEL LENGTH � P" LENGTH INDIA r-C PANEL LENGTH I I "" I. I I . I-' I I � I EL I IV s � (SEE SCHEDULE , I I I I 70= ; UNDIN GAP r-47) ON SHEET 3) 1 1 1 (SEE SCHEDULE I I SCHEDULE I . I _ _I LaMmI DAN r I 0 wK TOP ommin. 0- m1r. I ON SHM 3) 1 - (SEE I EXISTING 1 , EXISTING -- I i i 2'.4' WOOD _ jj I PAN LENGTH -1, ON SHEET 3) �, E GLASS I -1 I ON SCHEDULE : S i -- T =1" : =-� =- . I - : I GLASS r(SEE SCHEDULE - i PLATE REOURED I I (SEE .),�_K ' .. - - 0- I ----- I -t I *ET - 3) C, IT V --- I I I I ALTERNATIVE 2W' - ­ - - . I-- - �; /,',�J' .I` , ,� 11- �, - ,� I *L e;; %e'.-,�, ,,'��'/,'�,�, OF 'L ON SHE 3) -- - _ __ � SHEET 3) . -I < ­11 IEOP=. - I ----- (i) - --I -- I [ (i) L DIRECT MOUNT W/ SPACER Q VA - -T-, - (SEE SCREDUIX ----- ­1 : I I ; : 50 - -­ - - i _ 1 =--;7-1- 1 : - (D 1. - - - -- -IV _ _ - : ON SHEET 11 ... ; I I -- - It SCALE 3/8. I' I I (j) OF 'L w �­ ,1-; I ;",."-. / 1 - (a) I : 11.,-, , "', 11 A ��'�, . I 114 1 I , . MAJ( ,/��/","e�,/�� I : i 501 : /,; "",�11��,`��/� , MAX. � ! 11 : - 0) I - 8 I (�) - ­�-- I 11 � IN ". SOIL I I - Ot, SEE TABLE 11 ON SHEET I I FOR MAX. PANEL LENGTHS & OF 1" I MAX, -+-i I E.Q 1,�, , ,� _ SPACER sox. I 1� 0 12 1/2 MAX A,S.D DESIGN LOADS FOR THIS INSTALLATION, MAX. r, 11, ­ � ,�� _ OF 'L 11 ! 0 'L ED ­ I : 0 . @ , Dc I I LENGTH : : F i I - I B. III 1/2 '­ ,;"� " �'�', WAX 0 . 4 : I �,,,; I U,' ­,�5 1 w" , L I (D � f, 0 11 1/2' O*C, - J - I I 0 I I ,�, I I I I - -I ------ - I i I'll, ..... . EC I I ED . i , - : I I ­1 I.; 11 I- I - " a 12 i/2- O�C L I _ L _ ' � I 2 Z3 - - I I . - zzz=: I NO FINISH: - ,�.� - - "I M CONCRETE AN Can i --- � I . I , I I I � I � CONCRETE ANCHORS , I CHORS I , I -- - �!7 � : , I I --- - C -0 I " " , I I (SEE SO E=10ORlis- I - (SEE SCH LE ON I 71 �- I 1 6 L'' WOW ANCHORS ** Mm I I I j I �1- - " - (R - O.IL : I 1 ViN ;�,.-- I * ... (1) EXISTING POURED ,,,,, " UE , f, I I I 11 ,,, I I Q�U , __ - _,B,6,= I I I � , I i I'll 10 11 I WOLIGH I - . I - LONG MAX. ALUMINUM E� I . STAGGERED W/ STUD � . : CONCRETE 9 THROUGH I � SHEETS 0) I � 2 1/8 I L - I I I - " � *SPACERS 0 6 I . . . . . . I I (SEE SCHEDULE ON .1 - - I 0 ,�, �� �� " EDGE OF WALL OR SLAB SHEETS " ) 43 � I I REQUIRED - , 0,"', (ALT� CONDITION) 1�1 LOX' D.C. VAUD FOR t �L' ­ I I I I SPOM Go My WE I I Ir LONG F. -X 1 3/J 1 __� AND PANEL -1 I S, WOOD I CogCPOURED CONCRETE EXISTING POURED � � SHEET I -W 1 12 2".4" PLATE- ] -- - L )PIPOOD Aj"CHORTS L- RETE BLOCK BL CONCRETE LENGTHS PER SHEET 3. (1) DSUUAM 6 LIMITED TO A ONE STOW BILRDNIN VW W - - DECK REQUIRED REOUPWOOD OR CONCRETE OCK � 2*.4* WOOD -04 1 i W IRAN NOW HOOM Moll 6 A PRFRICI- I � - RED - CONCRETE ANCHORS REQUIRED. p ' ' I *Mm- WOOD ANICNEIRS L . (SEE SCHEDULE ON LE SCHEDULE ON _ REQUIRED. ­4�) �; WAX. - LONG ALUMINUM SPACERS 0 LATE REOUIRED ] . - ,. WOOD ANCHORS STU I. . . To GURB . I L BULDW Hmff CURRENTLY INBOARD m 94MT 71). -, ! (SEE SCHEDULE ON _ � I SHEET I I) (Sr 10) - -- ED. - ­ 1/2 OC- (SEE TABLE 01 ON STAGGERED W1 D I .� Is. 2*.4' WOOD '­ - -- - m 0- SHEETS 2 THROUGH 94EETS 9 & 10.) (SEE SCHEDULE ON I OR Imm 3 m N REDUCED i I - . - - �', - -1 I"LATE REOUIRED (2) ANCHORS WM THOU COMPOMENT 9A "a WA MAU ID ON ; SHEET I 1) i ) to .As TmE FMLWM =W:wa I -1 . . � - . PANIC. "Tt PUIS) SHALL ME PACO � AT 6 1/46 O.Q I I . ; I I I SHEET I Mht ! I MAPS 8 A RIEFIRICTIM FIKIM 12 t/2* O.C. WPZM oUaWQD ON 1 -- 2' MW - - � . � I . �, - BUILD- MOINTING EChM WISPACERSM OR.jQ I I (1) ,� In OEM PREMPLAW i ow 4 I . 0 a) CEILING AN.1 R§GR MOUNTING I I I : ,I= a -ft -0 -f. I .) WAL 24 GAME PAND. LENGTH 6 IWO To fe" 0 ARY CPDM � SECTION 4 SEFICHTION 5 - + �..­­. �. j (2) MAXIMUM STORM � LENGTH 6 WALL MOUPITIN MOUNT - I m Cn SCALE 3/8- I' SCALE 3/8-1- SCALE 3/8-1- I 11. i G 6 DIRECT SCHEDULE s,w "). "U"m '" � CEILING AND FLOOR MOUNTING BUILD-OUIT MOUNTING CIO "a" "m Loom PANEL 'TO " A RQI WALL MOUNTING i ONLY I ALTERNATIVE 2W I (4) I 1/2' LOW SPACER COMPONENT IRA wou BE a Powcofm ON I ALTERNATIVE " ALTERNATIVE I IN I I- =-w-..x-w0w-mvA4K wN.L. i SCALE 3/8-1- 1 VW 2. INIFTAILLOIN O,F. 1. I/r LONG SPACER IIA 11111 ONLY I ALTUN.ATIVE 4W VALID FOR WAD ZDW[3 AM 3 AS CLIMBED Or AMU i SCALE 3/5-1- 01110 SCALE 3/8-1 - " m C-1910 VANIMOD AND THE 2100 00 0110M) Or INE FLORIDA 11* SCALE 318-1- 1 (4) INIFINJAMON WAD OILY FOR WING I � BUILDING COOL I " V,0Wfft"V% � ZONES 1. 2 a 3 Pat AM t ##" . ;�'��:... I, z I logo-011. ; I .. ... . , I 1. �- ----- I 4.... �CEN ... /Ie:!!�41�NA. ...... APr�ll LL! ., .. X .. ....... ' ::. .. I ,p� Jw *�.- . *�CENs�-- -A, NOTES: . \_\C E -.. NOTES- . Z = i -.' -s FLORIDA BUILDING CODE High Velocify Hur Icon* Zone) FLORIDA BUILDING CODE (Non High velocity Hur cc NOTE FOR COMBINATION Of SECTION : .1 NO. 44187 *' % �R (Non no Zone) Z*: . - FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone), . 1. INSTALLIATION ARE ONLY VALID FOR MAX. A.S.D z . . & : No. 44167 -*. 1 - TAlom - 24 GAGE GALVANIZED STEEL STORM PANEL rp. NOTE FOR COMBINATIO : 1 . INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. s .1 No. 44167 '.. i .m Ixnm KIC. 24 GAGE GALVANIZED STEEL STORM F.1, TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p-s.f) AND PANEL . . * c2lao, TPLIM. ox, is. < x- , IN. DESIGN PRESSURE RATING (p.s I) AND PANEL LENGTHS .1 * : z PANEL Okokk� 11,. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES 0 LENGTHS % -*%. STATE OF -' 24 GAGE GALVANIZED STEEL STORM PANEL - W. = * ... * ., * I m ; * :*- I N SHEE7 3 . - . z "- 0/17/nu . INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD !��04:,. �'10 m NOTE FOR Comm OF SECTIONS: i ".. TOP & BOTTO MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR : I - i 01� )tl I-' I -_ - GLOBAL PROTECTION PRODUCTS. LLC. MAX COMBINED IN M TO SUIT AW ALTERNAYE 2W') � I` STATE OF-mL­ - '-- - / I I L I E C 0 , ... � GLO13AL PROTECTION PRODUCTS, U.C. '/= �� .... - - , 'M/3m E.D. - EDGE DISTANCE STATE Ok:. ' - - � / 11L I E C 0 =. % ". �-­ `�� I)AME: MEMBERS TO BE SOUTHERN PINE NO 2, W/ SPECIFIC 4 �- -­ z �-- - �-- - �- GLOBAL PROTECTION PRODUCTS. LLC. am U TOP & BOTTOM M(XJNTINGS CAN BE S I;% - olOO S.. 51 Slow INSTALLATION. ANY WAY -- .. Al . w �le DENSITY OF 0.55 OR EOLIAL - - 0 �� �� ,WRPO 1L.. 5, VOW (SEE SCHED ILE ON I , , 01' TRW res� a IDAIN - FL % O 0 �. 'I- - TPOITYPNO a m AMC SA. 51 STREET -- - I , .. ANK ­ - oL - - - - N " oIoPHE (000 OWIE. n- 333. 20-175 "I's .... 110 1 IMME n. = . z , INK,=-oL. - ---..- 1 r", - !- BE --- III') , -- , f . am=.� ­. )M-75-& FAX, :41--am 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT AW --�?.R� Poo,m-'s --. - Co-)"$--?$� '-'. (M-Nee-i"I" 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . OND - � - 00 -­ PHCNE, i� V�11 - am ­Ikok. I.. Pook, -­ )M-�. - (w)� � (05. 4184 INSTALLATION. #- DAMON) `M` ILI a I 0� 1,oif !.z - 1 I - in. Oftooks- - INKINKING - L � 1�; "�, a In pi A C �* � �, - I "EMBERS To SOUTHERN PINE No 2. W/ SPECIFIC . - '011mmommaL/m.ruw/myr M�73 n.1 - - 1­ TV OF ..55 OR EOPUAL - CA-4,001VIII - CA-00011719 m.! - I AW I < -m A. TLUT J". 1A, , I - -1. I I ! 1 PwAv , or ,a ___j r-N..v;.WA-,.- WN.YEAA.AUJ`� ,E I PE SIALIV-PILdlom "= &I :44'7' , I --- -.1 I ,LOWA A" I i I - FLOPAM U, 0 .i, I" i f n -;.- To -.,. I . F09 - I . INUT1.18 - . I a - m BEEN 4 SHEET NO. SH 1.3 If If III -IUI AM- I I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. CONCRETE BLOCK OR WOOD STRUCTURM VALID FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL (t SYSTEMS OR 2*. 3*..093' 3105 14-4 OCR V"= OOD FRAINE 6093-TO ALLOY CONT. ALUM. 4) & 0 !r REQUIRED ANCLE WITH 1/4*0 1 3/4' f 1 7APCOM 12' 0 Oc I(D POURED CONCRETE. CONCRETE BLOCK OR 2%4' WOOD IIIAME 1/4*. 1 3/4 TAPCON 2 1/ AMOCO 0 12, O'C' REOL-W (t OR(3 r"' WOOD FRAME RMUNM 3/4' TAPCON ANCHOR J) Al 12* OZ 2' An' 70 TERNATE LE; LOW TOM VARIES 2', D55' CONII� L 0;5* !r Lt. W< L ALUM. ANGLE OR .000' 310- 15. S.EEY POkIRED CONCRETE. CONCRETE r x 4. x as. METAL ALUM. MIT PLATE OLD" OF 2'.4' WOOD FRAME 3105-14 REO� 2.2 F 5M-T4 A.LOY 2- ow ALUM. ANCLE M... I I - - - - - - - - - - - - - - All- GAP I/.- ! VOLT 4 . 4* , .072' 0 12 &C, III&L-1414 OR 60"-tl ALLOY W/.00~ C-1. �. MCLE CASE A (PLAW CASE B (PLAN) CASE Q (PLAN) CASE D (PLAN) SCALE 1/4'-1' SCALE 1/4'-1' SCALE 1/4--l- SCALE 1/4-.1- SWD-SEr OR cAut- OR VJOD PAMOLUM POURED commaerrE. M -rlOMLE 0 NO OR VoZ PANCIMATE RED -AE`E 1.5x 'MAWn4l WOOD SIDES OF OPENING SCHEDULE new �- (wN. PANEL PEOUNO AS APPUCAW To & 'I) & OVERLAP BEYOND 2'.' WOOD FRAME CONCIWTIL CONCRETE REQUIRED M KM OR 2*.** 10000 FRANK M Rtaff" 3/4' M� !j �A ",(t OR(t .40*XD FRONT VARICS III M. MMUL (NEVER CUT Cw PAMEQ A B.C. DISTANCE -7 ----- ­77 Am. CASE G (PLAN) SCALE i/4--l- A V, VALID FOR DIRECT MOUNT 04STALLATIDN ONLY & E CERTIFIED PANEL INSTALLATION AT WALLS wl No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4- A. FLORIDA BUILDING CODE (Mon 1i Velocity Hu cartm, Zone) CASE E (PLANJ CASE F (PLAN) TO. 24 SAGE GALVANIZED STEEL STORM PANEL SCALE 1/4--l- In. SCALE 1/4"-l' mom PRoTEcnoN PRODUCTS, LLc. 71 L Ks =R-m� - � ILL" TCSTMD A, � COMPANY 1 'Z�-Z61 ARM.R. - AL Mm--­ MAL n- =1' am -NM - am I" (", )=-M? 20 -175 Ps qEftv0"MEAww WALTER -=:, M 6N LA, MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.z.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STOR PANEL (1) INSTAUATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL(DiNsTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AS.D. DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING. FOR ED. - AS SHOWN ON SHEETS 6 & 7 APPLICABLE M T0 ma &jr" of. THEM ,awm, I - LENGTH v W) TAPCON LAS SCREW PANELMATE FEMALE 0 PYINEUATE PLUS WOOD BUSHING 13* 13* ly 13" 13, To, (TOP) 13' ly 13, 13' 13' ITT F96Fiw) 6 1/2- 6 1/2- 5 1/2- 6 1/2- 6 172�-- 2W (top) - - 5 1/4- 12 1/2- 6 1/4* 2w mm 1 3-0, LESS Ali.): +45. -45 OR LESS 13, -1131. 13' ly (BOTTOM) 13- j3 3' 13' 13' 8 112'� TO (w) 13, 13, 13, 13 5 1/2- 6 1/2- 6 1/2' 1/2- 6 1/2- 2W (TOP) - - 0 1/4- 12 1/2- 6 1/4- 2W (BOR >5'-Cr M 1 6 1/2- 6 1/2- - 3w (TOP) 3w (surrow) 12' T12- 4W (TOP) -12110 13, 1 Ir -i3 . PW (1101701114 F--i'EF TABLE i FOR VAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHIN SPACER " IS I USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEIT 6 1 NAX. A.S.0 DESIGN PF URE VS RATING MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEM 6 & 7 I' ALI- III & ANY "TION C00WF THEM MPA.1L LEw,, (ft.) TAINCON LAG SCREW PANELMATE FEMALE "D PANELMATE PLUS WOOD 0USfVAQ 13, 13' 13" 13' 11A (w) -13F 13- 13- 13' a. ITT (BOTTOM) 5 1/2- 0 1/2' 6 /2, 6 1/2- 6 1/2- 2W (i 6 1/4' 12 1/2- 6 )/A- 2W WTI..) OR LESS 30 (w) Tr JW (90"M) 13,-- 13- 4w mm .45. -45 To -75 13* 1 13' 13- Ir 13* 4W (WrrON) 13'- 13* ly to' ITT (TOP) 13' Ir- 13' $3, 8 1/4- ITT (surrom) 0 1/2' 6 1/2- 6 1/2- 6 1/2- 6 1/2' 7w (TOP) - - /4' 12 1/2' 6 1/4' 2111 M0171 >5 0' 4 1/2' - 51 1 :/2' 7 1/2- - 3111 11 TO 7,-v 5. 5 2" 11' MOTTOw 13" 1�2 13, 5 1/2' 40 li 13' (BOTTOM) SEE TABLE 11 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ IS USED. CORRESPONDING ONLY TO ALTERNKTE 2W' ON SHEET 6 TAMLJI A A,S.D. DESIGN LOAD MAXIM PANEL LENGTH 40 PSF OR LESS G.-S. * 40 PSF TO 50 PSF 1'-2- * 50 PSF TO 60 PSF 5,-io* -j A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL MATE fPAALE ID OR PANEL MATE PLUS ANCHORS & W/ 1/2' D.C. INSTALLATION DETAILS FOR UFE SAFETY PANELni INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON1 �RED /,* T, ANCHOR 9 9' D.C. OR BLOCK CONCRETE BLOCK REQUIREEL RECKARED. CONCRETE AI) -4) A 1/4- E-D.- A UK C W.. PANEL LENGTH SEE ELEVATION Min. ON SHEET 12) IT E.De FLORIDA BUILDING CODE 'L, MAX P (SEE ELEVATION AMEL LENGTH ON SHM 12) L/2 E -mc POU EXISTING PO xz&srm POU CONCRETE CONCRETE OR CONCRETE CONCRETE RECLARIED. u vr oc REOUNRIED QU"ANEL 1/4'# AAXELMATE PLUS 1 1/4-0 PANEIMATE PLUS -- ANCHOR 6 12 1/2' D.C. ANCHM (BEYOND) A WALL MOUNTINGS SEE Rem 15 & 18 MR AKHM TYPE SPACING "M SCALE 318-1- 94TAUATICNIS INTO wm nvm MINIMUM AMOCO SPACRO AM � EDGE OWN= ARE MCMM ON THIS SCHEDULE TOR Elm UORL THAN IMINCATED ON SOMEDI RIDWE ANCHOO SPAONO By MULTIPLYING SPACIC S"W ON SCINEDUS Of THE FOLLDWM FACTONS. loft THIS OPERATION TO BE POSSIBLE REDUCED SPAOMG OKAND USNO FACTOR SWL Nor OR LESS THAN � YVDM POICATED rOR EACH AMOCO "Ift,, .TYK ON 71C; SCHEID" A- .. - A% 1/4'. AMD= TOM motawn- 3 -5 TLTVM INC, VALI AT AMM M STATE 0 1 .33 TIMECO TRUT � a 2 AAMANARLA, M. W-. AAM��__ I PRO --- A� I OR P.E. SEALnoolwTURE/bal: - A� MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,si AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL (1) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VAUD ONLY FOR PANi INSTALLATIONS AS PER SEC71ONS I THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING lip -J) MAXIMUM ANCHORS SPACING FOR kOd E.D. PER SCHEDULE BELOW APPLICABLE TO 1, I It ANY COMBINATION MAKRANA LENGTH (ft.) MAX. A.S,D DESIGN PF435M RATING (P...f,) MkUAN ANCHORS SPACING FOR MIN I PER SICTIOXXX BELOW APPLACABLE TO SECTIONS MAXIM PAMEL LENGTH TM -CON SOLID -SET PANDAMTE FEMALE 0 I PANIELMATE PLUS ZAMAC-MAIUN CALK IN TAPOON SOUID-Su PANnUATE FEMALE 0 I PANDUAKIE PLUS ZAMAC-NAIU14 CALX-IN to mmx a lip 10 cOM,MaV TO CONCRETE, IT) TO 10 3k MOM" TO -- To 1,� 10 To to Of 10 wmm - I TO comemm OF .45. -45 OR LESS 13- 13- IY 13- 13- 13- IY IS- 13' 13* 13' 1 13* 1 OR LE31 +45, - 5 . To 65, -55 13, is, ly- Ir 13* Ir Ir 13* 13' 12' (TC opt 13" 13* ly 13, Ir Ir 'r 13, Ir 1Y 13' 13- 1 F90-TTOM) Ir 13* Ir 13' 13' 13' 13' 13" 13' 13' ly /2' 1 (BOTTOM) , r 3' 13' 13' 13' 13* 13w 13' 13" 1 r 13- 2 (10P) I r 13, 13* t3l I r 13* v3' 13' 1 r 13' 13- 1 1/2' 2 (TOP) ir 13, 13, 13' 13' 13' ly 13, 13, 13* 13* 13, 2 (BOTTOM) 13' 13* 13' t3* 13* Ir 13' 13* 13, 1. 11 1 ". I. (WrTom) 13- lY 13- 13- 13- 13* 13' 13' 3 (TOP) 13* 13' 13' t3" Ir 13' 13" 13' 1r 13* 13* 11 1/213 (TOP) _13�_ 12 llr 12 1/2- 6 1/4- 6 1/4- -Ir- 12 1/2112 f/2- - 6 1/4" 9 1/4" 3 (BOTTOM) - - 12 1/2-12 1/2- 6 1/4- 6 1/4* 12 1/2'12 1/21 a 1/** 6 w13 (sanum) a' a' 8* r a' 8' 1. IT. a- lIr a" 5 1/2' a' 6 1/2- 11- 7 1/2- a- 87 5*_ 4 (W) e (BOTTOM) - 8* IF - I' - 4 (BOTTON) li7 Ir 13- 13* 13' Ir- Ir 13- 1 3. 13, 13- 3" 1 13, 1 (TOP) 13" 13'__ ly Ir 13* 13- Ir 13- Ir 11 1/2' 5 (TOP) 13- 13- 13- 13- 1 r 13- 13- 13* 1 t3' (gantow) 13, 13* _13' 13* 13" -13,- 3' - -0. 13, 1Y 13'� lr-- 13 11 1/2' 5 (BOTTOM) 13, is, 3. 13, 1 r , r 13, 13" 13' 13' 1 13' 1 CTOP) Ir Ir 13�._ Ir 13I� -1/4 3: 13- 3L 13- __L3� 6 1/4' jl!�T 16 1/4' 6 (TOP) 5 (am - - I 6 I/A­ -671-/47 _6 1/4� '1 1-/4' -- - - - 8 /4* 6 1/4-16 (0007T. - 6 1/4' 6 1/4' 6 - 6 1/4' - - 5' - 13' �l 10 t/2' 13* 7' 13* 1. - 7 1/2 - 5 1/2 1 3. 4 'Ir I (w) Tr-4, To 14'-4 13, a' 13, 13' 13 - 8 1/2 - 13 - 8 1/2 9 1/2'.6 1/2- 13- 5 1/2- 1 (TOP) TO Ir 7- 3F- -T3';- -13---9 1/2 13- 9 1/2 10 1/2 7 1/2 13- 9" 1 (BOTTOM) 13' 7 llr 13* 13' Ir to' 13" 1 10" If" Ir 13* 6 1/2' 1 (BOTTOM) Ir 5. 13' 10 1/2- 13" 7- 13, r 7 1/2 5 1/2 13' 4 1/2' 2 (TOP)- W a' t3' 13, 13' a 1/2' Ir 6 1/2* 9 1/2* 6 1/2* 13'_ 5 1/2-12 (TOP) lr_ 7* 13* 13' , Y 9 1/2 13* 0 1/2 10 1/2 1 1/2 13' 6 1/2' 2 (BOTTOM) 13" 17 1/2' 13- 1 13- 13" to' Ir lo- Ir 1. 13, 6 1/2' 2 (BOTTOM) 13- 7- 13- 13- 13- 9 1/2 IS- g 1/2 10 1/2 7 1/2 13- 5 1/2' 3 CMP) 13' 7 1/2' 13* 1 13' 13* 10' 13- TO- It' a' 13* 6 1/2- 3 (TOP) - - 12 1/2-12 1/2- 6 $/4* 6 1/4* 12 t/2' 6 1/4* - - o 1/1* 6 1/4' -MOMM) - -/2' - 12 1/2-12 1/2' 6 1/4' It 1/4' 12 11r 12 t/2 6 1/4- 5 1/4- 3 (BOTTOM) 3- a' 5 1/2' 7* 3 1/2' 8' 4' 4 112- 3- 6 1/2- 3- -il 3* a' a' 7- 4- 0' 4' A 1/2' 3 1/2* 6 1/2- 3- Tuop-i- a' - a" - a' - 8* - 15 1/2-1 - 17 1/2-1 - I* (BOTTOM) a- - 5 IL21 7 I/r - 4 (BOTTOM) Va is, 7- 13- 130 2-1/2* 13- 9 21W �/!I'j !7 �/!2; �3: �1/2- 13' 8 1/2" 13' 13* 13, to' I r O'f I" " 13* 6 t/2' IT-) 13' 1' !3w 13' 13' 9 1/2- 13' 9 : /L2 . IT : � 1 � 1 If ! ;% 11 1 r 8 1117 130 13* 1 r 10" 13' �0- �a 13- 0 1/2- (-CAL qwTT" lir 5- 13' 10 1/2 13. 1 r 1 13- 7- 17 1/2-15 1/2-1 13- 14 112-15 (TOO) 13' 1. t2l" 13* ". 18 1/2'1 1 Y IN 1/2'12 1/2"16 1/2* 13* 5 1/2" I - 16 1/4-15 1/4-16 I 1/4-16 1/4-1 - 1 1/." 1 a 1/4,16 (- -)I - - 6 1/4* 6 1/4' 6 1/4* 16 1/4'1 - I - I - I - 16 144 :16 1/4� If SEE SHM 11 FOR ANCHORS rMf A SfACRIC MR 0WALLATIONS Oft OM FRAME BULMM � AMOCO SPACINGS AM � EDGE DISTANCE ME IMORIATED ON THS SCHIECULL MR ED LESS THAN MIXCATED ON SCNEIXAI ACIAM ANCHOR SPACING By MULWL� SPACM S� ON SCHOMAX Of THE FOLLOW4 1ACT011B. FOR THIS OPERATION To TV PORRIBLE. REDUCED SPACA4 OBTAM LUW FACTOR SHALL NOT OF LIM "M MMM SPACING WOrATO FOR EACH ANCHOR Type am THIS SONEDLIUL 1/4. I/e. ANCHOR Tfiff , sout-ou -FOVAL 10 -P momm ANCHOR SPACING (k) 3- 3 3 3 1 2 11r 2 1 3 /r 3 A /r 3 3 'Ir 3 I/r � "7 3 'Ir 4 Acrui sw wwu (EA) FACTOR I 'Ir 7 3 SPACINGS ONLY VALID WEN SPACER (1) IS SEE I I FOR i A.S.D. DESIGN .S . 9,ACER CIS USED. 3' MAX D.Wi '7ARI' or 0 0 0 0 0 0 _7 --- ------------ -- 7�, -------- ---- ---------- - IOLL& A A". DESIGN LOAD MAXIM PANEL LENGTH 40 FSF OR LESS 6.-S. * 40 PSF TO 50 PSF 6'-2- * 50 PSF TO 60 PSF 5'- 10' A MAX. PANEL LEHI n/014 § VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS SPACER AT 12 1/2- D.C. ANCHORS (SEE SECTIONS Or ALITIMITIVES ON 94EETS 13. 14, 15 &16)-- r*Ii i 4-3A/14, R- B/13. R-211/13. R-30/14, 3' MAX. Il R-2AW/15. R-3AW/16. 1,41OR-1191ii R-20W/15. R-30W/16. I �iwi ---- -- I -- - --- ---- - I L/2 1. 1/4-0-20XI. S.S. BOLTS WO I MILK. (USE FOR PANEL L.1 OVER 1'-6 Ti PANEL LENGTH REGULAR P. REGULAR STORM PANEL 0 .40.0. -40.0 Pg,f. CW/ OVERLAP MID FAMEL LENGTH BOLT) LIFE SAFETY FORM PANEL 7'-G' 0 .50.0. -54.0 P...f. (W/O OVERLAP MID PANEL UNG11H 9OL-0 USE 2*-B. kO. PANEL LENGTH 1/4-0-20.1- ------ AT S.S - 47 ALL MOUNTINICS AT I 11V It L/2 L TION LIFE SAFETY P.L=L"BOTTOM CORNERS 0 -- ----------- ----- ­ D.11i e�K .9 - I I -OYEIW- -OVERIAII of Wti NUT AT OffERIOR WWG NUT AT 3- Ma. LEFT PANEL III PANEL 3 t INSTALLATIONS ONLY VALID FOR WINO I TOM. i R-2A/13, Ii R-11111/13, Ii R-39/14, I WIN. SPEED UP TO 170 ..p.h. �R-IAW/115, Ri R-SAW/16. + R-11111111i R-29W/15, R-38W/16. ANCHORS (SEE SECTIONS At ALTEIWTIVES ON SHEETS 13, 14. 15 &16)- 1/4- MAX. GO LIFE SAFETY STORM PANEL (1) ELEVATIOR (t) SCALE 1/4--1- REGuLAR (Art 2.687' REGULAR STORM PANEL IVU, WLLEY) STORM PANEL -------- ---- -------------------- -------- - ------------ --------------- ............ LAX. LIFE SAFffY PAWL z FLORIDA BUILDING CODE (Mon High Velocity Hu Icon A ZORID11i EXTERIOR 24 GAGE GALVANIZED STEEL STORM PANEL a" A ... ILIEC cLouL PRoTErnON PRODUCTS. U.C. SECTION A -A m 1. 51 STREET IMME. FIL 33411. PNONE. (OU)NO-7SW f- 20- SCALE 1/4--l- ��/ -//- - 2. 7 INSTALLATION WOOD HEADER DETAILS INTO WOOD HEADER --*EQU1RJED FOR LIFE SAFETY PANEL(I-) WOOD STRUCTURES OOD 7 IT HEADER 0 r 0 C /4. _/4 . ANCV4R 0 9, ox, v 1=69* D.C. ox, 1 Qt -4) ei 112r- I/C x .6 Y, 1/4' 1/4- 2' --A 2 2- IT mnmo 34 SOL. 0 AT EA A Z w -0 ,A- 'L, MAX Omm"ReC. Ueme, amm r-0) 'L' MAX. a 6 PANEL LEJOGTH PANEL V.00714 11 T- (sE ELEVATION v u... PANIEL (SEE EIL&ATION PANEL LENGTH (SEE ELEVATION I i ON HEET 12) LENGTH (SEE ELEVATION ON SHEET 12) 4 9 11 U r­AWAAMON ON sHEET 12) a IT I' M�. 4 I I' Mi, SEPAR,1ITQ1 IT TO CLASS ON SHEET 12) 0 I I -T I IT TO GLASS L/2 SEPARATION IT TO CLASS &----SEPARA" L/2 It TO GLASS, 4) 1. 80. 6 & t EIQ 2'.4' WO92-- PLATE I knm MCI:; a 9, QC, "J 1"0 TA:j D.C. RECILIMED TAINCON 0 C 2-,4- W0QQ AZIR 0 r PLATE STAGGERED W/ STUD STAGOERED W/ SrUD wou"M 1/* 0 TA:>T! ANCHOR 9 O.C. WOOD PLATE wow REOUIRED REC"REO It WHILMAR WALL MOUNTINGS WALE 3/8-1- AfflN 0 U WH MAN WALL MOUNTINGS SCALE 3/8-1, L .......... EN FLORIDA BUILDING CODE (Mon HIgh Velocity Hur can* Zone). 44167 RVOID ARM M 24 CAM GALVANIZED STEEL STORM PANEL r� I . INSTALLATION ARE ONLY VALID FOR A-S.D. DESIGN PRESSURE RATINGS (p.m. 1) AND PANEL LENGTHS AS FIER ELEVATION ON SHEET 12. it STATE O�-7- z -n-� WAN Im, GM4 PROTECTM PRODUCTS, I.M. boll, 2. FOR NEW WOOD FRAJAE CONSTRUCTION WOOD MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL S-7 TRULY � a � CCAVAM` AND TV. S, SMM omm-M. - MAL-mme-', 20-175 t-0 ­- c�0006719 WXYTR A. IILUT 0.. P.E "Aw MAI I FM9 it MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.jii AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL I INSTALLATIONS INTO CONCRETE & CONCREEE BLOCK STRUCTURES (VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX A.&D. DESIGN PRESSURE RATING (P-1) MkXWW ANCHORS SPACING AM WN C.D. PER SCHEDULE BELOW * I -, ALS,D, DESIGN PREI SSLAW RATING (,...f) MAXIMIUM ANCHORS 3P*C" FOR Met ED. PER SCHEOLLE BODO * APPUCABLE To BEC . IMM COLEMTKIN PANEL UIDIGIN ILI (ft TAPCON SOUD-SEY PAMIUAATE I PAMELMAT'i - u"-w" mx-*j TAPCOM I SCUO-SET PANIEUMIE I PAME1.1611E ZAMAC-NAILAN - I CAI TO ITT �g coj., Nwa. To OCI 70 owwwCMIMN To CTM-M To M lc�, "' v- coemm >.6s. -85 TD +75. -75 - I r I r 13' 13* 1 12' 13, to" I (TOP) OR LESS 1 I >.71t. 75 M HIL-ila 13' 1 5' 1 111' 10 1/2- 13- 6 I1:rj 13- 6 1/2- 7 1/2-15 1/2-1 Ir 4 1/2' f CTOP) Ti OR LESS 13" 1* 13, 13* Ir 13' �r 13* 13' to' I (BOTTOM) 13- 16 1/2"1 13* 1 13' 13' 9" 1 13' 9. to* 17 1/2'1 13- 5* 1 (BOTTOM) 13- 13- 3: 13- 13- 13- 13- !2' - 13* TO` 2 11710P) 3' 5. 10, 1/2' 13' 6 1/2' 1 r 6 1/2- 7 1/2' 5 1/2" 13* A 1/2' 2 (TOP) 13- 11 13- 13- _L i2t- 13- 13- 13- 13- 12- 13- TO- .2 (BOTTOM) 13, :r 3. 1 r 9 1/2- 13- 9 1/2- 10 1/2- 13' if' Ir 13, 13* 13, 13* 13' 3' 13- so* 3 (TOP) I r 7' Ir 13* 13' 2 llr 13' 9 1/2' 10 1/2' 7 1/2' IS' It. 13 crop) - 12 1/2-12 1/2- IT 1/4- 6 1/4- 12 1/2-12 llr - 6 1/4- 6 1/4' 3 (BOTTOM) 12 )/2-12 1/2- 6 1/4- 6 1/4- 12 1/2' 6 1/4- - - 6 1/4- 6 1/4- 3 (WTrOM) 1. 1. W 0 112' 7' 11 4 1/2- r 3. r 5 1/2' 7' 3 1/2' 11 4- 4 1/2' W 6 1/2' 2 -1/2- 4 ttbiI ,i r '. B. B. a" - 4 (BOTTOM) -- 1-!T - i - 5 1/2 . - 7' - 4 (BOTTOM) ly 11* 13" 13' 13* 13, 13' 13' 13' 12* 111' to* --la" 5 (TOP) 6 1/2- 13- 13- 13, 9. 13'] 9. 10' 7 1/2- 13* 6, 5 (TOP) is" If- 3� ly -W I t3 - IY­ 3 13* 13'--- 12;­ -13--- -13- 1 r 7- 13" 1 r 13' 0 1/2* 13" 9 1/2* 10 1/2' 7 1/2' 13* 61 5 (BOTTOM) 13 13 Ir - 13 -- 3 Ir 3 I— 13 to 1 13 is 1 3 1 1 13 4 1 2 - - 6 1/4- 6 1/4- 6 1/4- 6 I14V _L_ - - - _L2 - 6 1/4" 0 I/C 6 DIOTT.--) 4' ' 'I'" It "" It '/4' 6 '/4* 0 1/4' - - 5 1/4- 6 1/4' 6 DIUM-) 13* 7 1/2* Ir 13- 13- lo' 13* 1 to' it* '. 13" a 1/2' 1 Clap) TO W-0- : L1/2- 10 1/2- 13- 6 1/2- 13- 6 1/2- 7 1/2*, 5 1/2' 13' 4 1/2' 1 CTOP) V-6" TO r-5, I 13' 17 1/2' 13* 13, 13* 10 1/2' 13* 10 1/2 11 1/2* IT' 13' r I (Bonrom) I 13* Ir It. 13' 9. lo- 7 1/2- 13- V I (BOTTOM) 7 1/2* 1 13' 1 13' 13, to' 13' to' ll* '. 13' 6 1/2' 2 (TOP) Ir 5- 13- 13- 6 1/2- 13- 6 1/2' 7 1/2* 5 1/2" Ir 4 1/2' 2 (TOP) i3" 3- 7 1/2-1 IY 1 13- IS- 10 1/21 13" 10 1/2'11 1/2" S* 13* 7' 2 (BOTTOM) 13' 7' 13' 13' 9 1 /2' 13' 9 llr 10 1/2" 7 1/2' 13' 9 1/2* 2 (BOTTOM) 1 3- 7 IT 13- 13- 1-3---Ilo 1/21 13- 10 1/2* 11 1/2' a- 13' r " crop) 3' r Is* 13' 1 13' 19 112* 13' 19 1/2' to 1/2" 7 1/2" IY r- 3 (TOP) - - 12 1/2' 12 1/2' 6 1/4* 6 1/4- 12 1/2' 6 1/4- . 1 /IV 6 1/4" 3 (quirlow) - - 2 1/2-12 1/2- 6 1/4- 6 1/4- 12 1/2- 6 1/4- 5 1/4' 6 1/4- 3 (BOTTOM) 7 1/2- 3 1/2- 9- r IT 7 1/2' 4' 11- 4 1/2-, 5- J3 1/2-, 7- 1 r 14 (TOP) r 8 - 5 1/2' 7 - 3 11r a - 4 - 4 1/2 - 3 6 1/2 2 1/2 4 (TOP) IV - 1. a, - 4 (BOTM), a. 6 1/2. - a. a. - 5 1/2* - 7- - 4 (sonow) 13- 7 L/2' Ir 13- 13- 10 1/2' 13' 10 1/2-11 1/2' A* 13' 7" 5 (TOP) 13' 9 1/2' 13" 3. 13* Ir 1 /2- 13' 6, 5 (TOP) 13' 7 1/2* _ IY .1 13l 10 1/2- 13- .10 1/2-11 ; 1/2 i_ . 13' r 5 (BOTTOM) 3' 7' 13* 13* 13' 9 1/2- il. 1 1/1-1101/2 1 7 1/2- 13' 6, 5 (OCITTOM) 13' 7 1/2' 13' Ir 13* 10 1/2' 13' 110 1/2' 11 1/2' 11 1 13' 7- J7 6 CTOP) v 13, -- --- - 1Y 6 1/2' 13' 6 1/2"17 1/2'15 11'2'1 13" 14 1/2-16 (w) 6 1/4' 6 1 C 6 1/,s 6 1/4- - - -1/4' 5 1 1 /4' 6 (9017.-) - IT ?/A- 6 1/4- 5 1/4- 6 1/4- I - I - 1/4-16 (W",-) SEE ow I I MR Utcams TM a wAOAc FDA ANIMMUAros sno WOOD "we INADN" - MCNOR VANDOW AND � ON DITIANCE ARE �= ON THIS INDIEN.A.E. MR ED LEMI "" HWATO ON SCHCDA1 REIRICE ANOM SPACINO By M.XTftYlNG SAMONG *CM ON SCHEDULE IN THE FOLLOWING FACTM M THIS OKM� TO ME POSSIBLE. REDUCOT SPACING ORTURNEO LRIAND FACTOR ll� NOT BE LOS THAN MINIMUM VACING IMMCAAEC MR EACH MOM T�E ON THS SOMEDIAL ANCHOR r1PE 0owwou I L� GAIN - we" ANCHOR gwals On.) 1 3 3 3 2 /r 2,/2 kow�. 3 vr 3- 3 1.1r I oarmecra.D4 3 3 t1r 3 11r 3 1/2__ 3 !/r Aclium wK ow"a ow FACTOR I Yr W` CAD lo - JiS USED. SEE 11 FOR MAX. A. WHEN PW LZY"VALID MAX. PANELS. WHEN SPACER S USED. JrJE JULLJI A A.S.D. DESIGN LOAD MAXIMUIM PANEL LENGTH 40 PSF OR LESS Iii > 40 PSF TO 50 PSF 6'-2* > 50 PSF TO 60 PSF 5'-ID" A MAX. PANEL LENGTHS ARE ON STALLATIONS (§ VAIJD FOR IN W1 SOUD SET ANCHORS & SPACER AT 1 2 1/2- D.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TAPCON EKSTM POURED 1/4-0 TA", XISTING POURED 1/4'0 TATDT! 1/4-0 TAPCON -E�ED --Zblecitm OR ANCHOR 0 9 0 C CONCREIM OR uno ANCHOR 0 11 Olt ANCHOR Of or D.C. ANCHOR 0 2 O.0 R=M. Ox CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK REOURRED REOUJRM REQUIRED 1/4' 'MA - X. MAX. Mo. I E.O.- I I* min. IT II-SEPAPATIDN - -SEPARATION If IDOSTMJ TO CLASS. 1/4 To GLASS. GLASS -a CLASS T. %1A OwfuRNMe. (URE FOR FANT. LEARN OdIt r-C IT IT 11 M­ 1, MAX 'L* MAX. 'L, MAX. 0 1 PANEL LENGTH 6- PANEL WNGIH 11 1 PANEL LENGTH It A A 6' PANEL LEACIN p Al (SEE ELEVATION 0 (SEE ELEVATION (SEE ELEVATION (SEE ELEVATOR %a,. ON SHEET 12) 1 ON SHEFT 12) ON SHEET 12) ON SK" 12) If 1 11 1' mi.. I I,- -SEPARATION - 0--SEPARATION 0 TO GLASS. IT IT TO CLASS. It w- 4 0) 1.12 L/2 E. A E-O. .0.* A a ur 1 012 OC 3/4' J TA:�T 1/4-0 TAPCON ANCHOR 0 0' O-C EXISTING POURED COMCAEITE OR CONCRETE BLOCK REOU'REDL jfiBLQ&R&-1A LS K EXISTING POURED CONCRETE OR -CONCRETE BLOCK REQUIRED M 0 NA"PANEL _ WALL MOUINTINGS SCALE 3/111 SEE SHEETS 15 0 16 FOR ANCHORS ANN= Toe TYPE & SPACING MR INSIALLATIDNIT INTO mommumm mom" smum" 0.) wow nwx OULDOM WOOMW ANCHOR SPACICS AND MORMUM 0 3 EDGE O1STAAOE ARE =TED ON THIS SCHEDULE. FOR ED. THAN PamrAlro ON SCHODURI REDUCE ANCHOR SPACING =:r, ommmmm, ONm 0'4 3 By MULTINALYING, SPACING SHOW ON SCHEDULE BY THE FOLLOWING FACYM AMA m Dim= M ON" FOR THIS OPIPAYM TO BE POSSIBLE. REDUCED SPACING ONTAIMED USM FACTOR SHALL MDT BE LESS THAN 2 1/2 oil SPACRIG 001CATED FOR EAC" ANCHOR TYPE ON THIS SCHEDULE. 7, ED NEX NIL 12 1 &C EQ 1 /4-0 TAPCON 1/4-0 TAPOON ANCHOR 9 11 OC ANCHOR 0 9' OC EXISTING POURED CONCRETE OR -CONCRETE BLOCK REQUIRED. §LJMON R-2A 0 REGULAR PANELS 0 IJIEEEA�Ni EXISTING POURED CONCRETE OR CONCRETE BLOCK REQUIRED. r WALL WOUNTINGS SCALE 3/8-1 - BIURLDING CODE INSTALLATION DETAILS FOR UEE SAFETY PANEL(l) INTO WOOD STRUCTURES WOOD HEADER 1&QUIRED 1/4'. TAi 4 1 O.C. �ln 7 1/4' 1/4 MAX. 2- SOL" A, EX 'L" MAX. -L- MAX. PANEL LENGTH PANEL LENGTH (SEE ELEVATION (SEE ELEVATION ON SHM 12) -T-- ON SHEET 12) IT `0 CLASS. u It. 0 IN, � ED-Ito EQ, 2'.4' WOQQ woo PLATE xi REOUIRED 1/4-0 PANELMATE PLUS REQUIRED 1/4-0 PANELMATE PLUS ANCHOR 0 12 1/2- 0,C ANCHOR 0 12 1/2' CLC AIR 0 RFQU1ff AM 0 U ........... WALL MOUNTINGS A6 SCALE 3/6-1- D. FLORIDA BUILDING CODE (Mon High Velocity Hur cons Zone)l NOTES: total, Tkum 24 GAGE GALVANIZED STEEL STORM PANEL I INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE OF ,2�j DESIGN PRESSURE RATINGS [p.s.f) AND PANEL UOM PROTECTION PROOUM LENGTHS AS PER ELEVATION ON SHEET IZ Lw ,tg comemm" 2, FOR NEW WOOD FRAME CONISTRUCTKXN: WOOD kIo; 4,/ONAL MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC Amm PNoNA, 20-175 ame- PRO T- DENSITY OF 0.55 OR EQUAL -CIA-=l, ow� . I P I WJL/2Q�rAV41XTE ALTER A. TILLIT .. AM own's or .8 FLORIDA FM9 ' i I 4­8 W -Cu :> 0 (D c- L) CL CL 0 0 Cu -111 0 -0 (1) .4-­, C/) (35 (1) = -0 0 M Q -Cu -0 C/) 0 C L- 0 Cu C) 0 - 4­0 L u LL I.- 0 Cu C/) C/) E± ZO (L) -4-0 CU 2 0L .= -0--f U) C)- z z w mi - C- LO (t L 01) C2 J, Q 0 C: - 0 Z5 z -f- Cis - :5 t:; a: % 0 Lu Cn L. (1) CD -+--a C/) CIO > 0 L- 0L 0M. -4­mN0 0 O.M. CIO M Lu z z SHEET NO. SH 1.4_ EZI/18, EZ1W/18 ANCHORS SECTION EZI ALTIEFENWTIVE EZIW ON SWEET IS)-- 1: Min. 7*(SEE NOTE 2) THOTE 21 Orr __ - - ALUM.U. T is LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE a T_ PROiRDEDSw REAR HAHDLE, TO FACILITATE INSTALLATION IF INTENDED 1 TO BE N D FROM INS DE OF STRUCTURE. ASTYR.) AT 2 PER PANE NOTES T_ FvN-D r T I T OF % 1 11 t (1) DEFINIIION OF SERIFS 2000: E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cot 7`RACKS TOP & BOTTOM PA'N1'E1Q_T I (INT RIOR PANEL) 11 R R PANEL) (INTERIOR P (--I EL MAX END PANE L SEE NOTES 2. 3, 4 SEE NOTES 2, 3, 4 PAN (2), END PANELS SHAI-L ALWqS BE CONNECTED TO BCTrOWI TRACK 6'-o" OTHERWISE A STOP BAR(0)SHALL BE PROVIDED AT TOP OF SUCH UAR EL LE G IH PANELS. 40.0 p,. I (3)� IF END PANELS ARE CONNECTED TO BoTTOM TRACK. CONNECTION SHALL CONSIST OF 1/4-0-20x3/4' M.S. W/ 7/8'0*3/32" WING qOLVANI '/--20." NUT OR 1/4*00/4' Win. THUMBSCREW INTO TAPPED BOTTOM It TS W 0 EA. OVERLAP (SEE SECTIONS AS APPLICABLE) TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EVERIOR FLAT rLANrEs OF ENO PANEL. j 501 (4) IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM Y -1 1 -r 1 - 7 1 1-1 rr 1 1 r 7RAC (; e. A S70P BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOI IN SUCH CASE. CONNECTION OF L -1 LL PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. SEE SEE NOTE 4 3: I Uln t INSTALLATIONS ONLY VALID FOR WIND NOTE 3 ANCHORS NOTE 3 SPEED UP TO 170 _p.h. --(SEE SECTION EZI & ALTERNATIVE EZIW ON SHEET 18) *EZI/118, EZ1W/I8 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL a) SYSTEM SCALE: 3/32*-1" 2�T7*(VIN. DARAP 1/1' At.. GAP 7"7 77 7"`7 7 SECTION A -A SCALE 3/32-=I- EN FLORIDA BUILDING CODE (Won High Velocity HUT Icons Zone) I ES 44167 24 GAGE GALVAHIZED STEEL STORM PANEL E �Oi GLOBAL PROTECTION PRODUCTS, LLC. STATE 0 ��l El STREET TILUT It"" a ED - --i 0.9. L J�U. 20-175 LAMM ­.. FE or il EM ENGINEERING Will, EN93INE:ERINC3 EXPRESSIS PRODUCT EVALUATION REPORT September 15, 2020 Application Number: l7M9�l - R2 EX Project Number: 20-31543 Product Manufacturer All Anuffrican Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FIL 33409 Product Name & Description: 24ga Galvanized Steel Storm Pan" Large Missile Impai Resistant Scope of Evaluation: This Product E allustion Report is being issued in accordance with the requirements of the Florida V, Departmant of Business and Professional Regulation (Florida Building Cominssion) Rule Chapter 611320`1005, F.A.C., for stidefivide acceptance per Method 1(d)_ The product noted above has been tested andfor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is. for the purpose Intended, at least equivalent to that required by the Code. Re-evaluefion of this product shell be required following perfinent Florida Building Code modtfications or revmwns. Substantiating Dee: - PRODUCT EVALUATION DOCUMENTS FX drawing 020-31 SO MW'24ge Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)". sheets 1 -5. prepared by Engineering Express. signed & sealed by Frank Sennardo. P.E. is an Integral part of this Evaluation Report. . TEST REPORTS Uniform stabc structural performance has been tested in accordance with TAS 202 test standards per test report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading performance has be" losted in accordance with TAS 201 and TAS 203 test standards per test report(s) *ST-A$G-1 7-001 by Blackwater Testing, Inc. A STRUCTURAL ENGINEERING CALCULATION3 Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational arstysis to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spans 3. Minimum Gins Separation 4. Anchor Spacing 160 SIN 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEA" OENG SNEERING EXPRESS. com ENG1 NEEft INGEXPRESS.00M 7- HH) (Nii MIMI -MON H L,',' rY­` toENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allovivable stress has been used in the design of this product. Separation from glazing Is not required for Installations outside of wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously Wed test report(s), and Is accounted for in the engineering design of this product. Mind Load Resistance This product has been designed to resist wind kiieds as Indicated in the span schadule(s) on the respective Product Evaluation Document fl.e. engineering drawing), Installation This product shall be Installed in slifict compliance with its iffspective, Product Evaluation Document (i.e. engineering drawing), a" with all Components noted therein. Product components shall be of the material specified in that prodtols respective Product Evaluation Document (i.e. engineering drawing). Umitations & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to reselt all superimposed loads and shall be of a material listed In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shelf be designed for on a site-spedfic basis by a registered professional engineer All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. Frank Berinardo. PE ENGINEERING EirPREss" 4PE0046549 I Con Auth 9885 160 SIN 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM 0 E wGiNeERiNGExpruess.com ENGINEfRINGEXPOESS.COM 301 LLI; -1-V TP-i L 1A �C. :CI S11-l"TL,o 611. L i ItUl gal Of FU U) 5 A LU _J 1716 11111 1 20-31543 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES CONCRETE BLOCK -1/4-0 TAPOON ANCHOR 0 12' D.C. REOURrD NEX HE 1/4-0 TAPCON 114%1' HEX HEAD TEX WOOD W-AM EAD TEN SCREW 0,64" FROM ANCHOR 0 12- O.C. SCREW 0(64* FROM REQUARED OF EDGE OF EASI /2' 1 /2- 1/2' 1 I" kinn. SEPARATION 3/16-0 1 TO CLASS -SEPARATION 0 To GLAS!L POP _qAUUM is ) RIVIETIN WWI 6, 0* PANEL -LEN.GTH LENGTH Sli I PANEL AT IS IT V I' hr... I I Win. I jr--SEPAPATION C 0 TO GLASS. Cl) , TH osox 0 TO GLASS, UMSESCREW F 11 1 sox OF 'L* C, LMOSCREW IT IF 711 -A /2' 1,4*10 TAPOON ANCHOR 0 12' O.C, 1/4'0 TAPCON 2'14' 11000 RETEPO FIRED ANCHOR 0 12 0 C OU PLATE CDNCREIFE B=X REQUIRED REQUIRED. WALL MOUNTING WALL MOUN71ING SECTION IEZI ALTERNATIVE EZ1W SCALE 3/8-1- SCALE 3/8-1 40 FLORIDA BUILDING CODE (Non High Velocity I Scone Zone) / "Unim D MIN. PANEL LENGTH a.441 24 GAGE GALVANIZED STEEL STORM PANEL 1, INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6* * PRESSURE RATING +/- 40.0 p.s.f. AND 6*-0 STATE 0 TE _��> / 11LIECOialic GLOBAL PROTECT" PRODUCTS. LLC. PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MIRK, S., S, 5`01", L7 i A. DWIL. FL. 33314 MEM13ERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC Y. U.0 PHONE: (NE'Mes_MY 20-175 "ka 1) 1 G N AL -.111L - DENSITY OF 0.55 OR EQUAL, WRIP A. %JA PC rag 1 ngpD�, LIP 0 .167 1 CA� 61 ALL AMERICAN SHUTFERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) :: I L& SAUK, MAXIMUM ALLOWABLE D DESIGN PRESSURES: F16 NOTED IN DESIGNI DESIGN NOTES: I SCHEDULE$ WIDTH UNLIMI _IP To TIED ERP. PANEL SPAN) POSITTVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SY TEM SHALL BE DETE SPIED PEP, SEPARkIE ENGINEERINSG IN ACCORDANCE WIRTMH THE TOP MOUNT (CONN- TYPE AS REQ'D) SECTITYR ONS OPTIONAL 4'-20 S71TCH DOL75 WITH WASHERED W[NGNUTS FASTENED 0 RE 'IREMENTS AS SKEERNEWONDAUPOP MAE W, W ASCE 7 AND CHAP ER 1609 OF THE FLORIDA BUILDING CODE LE THAN SHALLBE SST OR NEGA71VE DESIGN PREE2UAL TO THE POSITIVE OR USE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, Fill OVERILAPS. 0 MIDSPAN (USE APPqOPPIATE SPAN TABLE) GENERAL NOTES: PLANVIEW ------- - HUI 1. MIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THERNUIREMEWTS OFTHE FLORIDA BUILDING CODE sEVE`M EDITIONff2TOESTFUSE NSIDEANDOUTSIDEOPTHERVH2,PER 20ZAIN ROTOCOLS. CONTRACTOR SHALL INVESTIGATE TAS 201, Da US US a Sir 00 Ed 9 T - V So A CON FORM TO ALL LOCAL BUILDING CODE AMEND14ENTS W41CH MAY NPLY. DESIO 0 AP N CRITERIA BEYON AS STATED 'EREIN MAY REQUIRE ADDITIONAL SITE-&PECIFIC SEALED BINGINEERING' 2 NO 33-IL13% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN ME DESIGN OF THIS SYSTEM. U) BOTT014 MOUNT (MN F YPE AS I REQ'D) RO,391�­J mAYESEATT S , 0 3,s+ 1 THE ARCHITIE TIENGINEER OF RECORD FOR THE PROJECT SUPERsrkUcruFkf FOAMEINrEG WMVIHIC THIS DESIGN IS USED SHALL M RESPONSHILE FIFTY OF ALLSUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY ME PERMITTING CONTRACTOR, 4� SEPARATE SrTe-SIECIFZ'S­ ENGINEERING SHAI-1- -D IN ORDER To DIOATE FRO H LOAD OR SPANS LOWIMAIME0 HEREIN CONTACT THIS ERGaNEENDFEOnRZACL'TIEOR'4NrA'TE SPAN CALCULATIONS AS MAY BE RIS 'RU=DI!TA1L!O HMMN 15 GENERIC AND POESNOT PROVIDE S. T'HE IS INFORMATION FOR A 5MCIFIC SITE. FOR SITE CONDCTIONS DIFFERENT MOM THE CONPITION5 DETAILED HEREIN A LICENSED ENGINEER OR Rf�ISTERED IRCHCTECTSMAI_LP SPARE SITE 54CIFIC oocumkirrs FOR UsE L. 1A a 50TTOM TYPICAL VERTICAL MOUNT ELEVATION 11 T.S. ELEVATION C 6ONUUN=N - 7"M OCCUMENr DESIGN PRESSURES NOTED HEREIN ARE EASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 5AFM FACTOR. 7 FASTENERS TO BE OR GREATER SAI! GRADE 3 UNLESS NOTED ALL '0 -PLATED OR OTHERWISE OT ERWISIE. FASTENERS EVIL RE CADMIUM CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WrTH 'SPECIFICATIONS FOR ALUMINUM STRUCTURES` SECTION 13 BY THE ALUMINUM ASSOCIATION. INC.: & ANY APPLICABLE FEDERAL, STATE, AID/OR AL CODES. ; L11 TOP MOUNT cc N RE ILT,,,X TV (SPAN ABOVE AS REQ'D) -OBSTRUCTION) a ALL STORPI IIANELS SMALL 8 Iff 2�GA STI!RL. t,,,O 024" 9. SCORN PANELS STIAILL CON FORM TO ASTIM AT53 STRUCTLAALQUAi-ITY STtE!L, G60 GALVANIZED COATTING WITH A MINIMUM FY-3.1 KBI 10, ALL ALUMINUM EXTRU51ONS SHALL SE6063-T6 ALUMINUM �LILOY, U. 11� MP& �OMO�M�SHM'JN�IBEIfl�RCHANGEDASMO BOTTOM 7 (COONNNTTYPE AS REQ-D) 4 �i ].m § no N CO ITIO SOrCTATF_ PANELS MAYBE MOUNTED VERTICALLY OR HORIZQNTALLY AS APPIL CABLE. 12, �C�AN�ORS��DH�IN%HAUSEEKSMOED� NON-CRACKEDCONCRE"TEONLY, INSTALL ALL CONCRETE ANCHOKS PER N I ANUFACTURER'S RECOMMENDATIONS. 3. THE CONTPACTQ R 15 ReSPONI 79 INSULATE OR PROTECT ALL ME14DERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 105 I -OBSTRUCTION E (LOCATION MAY VARY I, 71 0' WOU �T (C IN JJT- RM- 11`� L ax 901-TOM MOUNT ( SPA 4 BELOW TYPE AS REQ'D) DESTRUCTION) 14, 5FIGINEERSEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF MtS SPECIFICATION By CONTRACTOR, IND MMINES & SAVES HARMLESS THIS ]ENGINEER MR ALL 00ttT. V ORMAGtS FICLUOING LEGAL FEE &APPELLATE FEEGRESULT94G FROM MATERIAL FABRICATION, SYSTE14 ERECTION, &CONSTRUCTION PRACTICES BEYOND MAT VOTIKHISCAL�FORSYILOCAL,�TATE, &F1!MAALOPOI!Sfi FROM DEVIATIONS F THITE, PLAN. is EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL OERCEFICATIONS OR AFFIRIMATIONS ARE iNnADED 11, AL�IRATIOIS, AR NOTPERMITTE AND INVALIDATE 71U,S CERTIFICATION, PANELS SHALLBE PERMANENTLY LABELED WTMA MINIMUM PF(1) LABEL L'EiR EVERY 3.0 FEIST., CONTAIN NG THE ALLAMEPLICAN SITU ERSAND GLASS WEST PALM BEACH, F. A 0 PANELS MAY SHE NOTCHED AS REQUI11D,1 OPTTION )C'-20 STITCH PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ANCHORS ARE USED I' HITCH SATISFY W1[NG NUTS FASTENED 0 % OBSTRUCTI OVERLAPS 0 MIDSPAN (USE SPANS ABOVE & BELM ON APPROPRIATE SPAN TABLE) TAS F, 20 . TAS 20Z & TA5 203 MOA FR�T APPROVAL NUMBER 20-31543 VISIT VERTICAL MOUNT ELEVATION (NOTCHED PANELS) S� ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM PANEL SEPARATION FROM GLASS I (WHZ, WIND ZONE 4 & ESSENTIAL FACILITIES) MA)UMUM UIESIGNE ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATF R I PRESSUR W�W L-1) THAN30ABOVEGIADE THAN 30' ABOVE GRADE [PSF) L__!l 36 130D In 6 06.n 2 16In ./-35 11 30V in 6061. 1 �1-40 13001. 6 06 6050, 2 16 in 2 Min ./45 130.0 In -150 130o In 6 06 1. 2 Min -/-55 106 6,,, fiGB,n___ 2 3-5.n.- 1 - - - 1133 2.1 - 6.�.. 2 $3 In Wei. 6,11-in 272in 0 ­11 2 90 In, >PAN bLNtL)ULt NU I lt:�>: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOAD$ LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ( I W-TRACK, STUDDED ANGLE. ETC.). USE 6.25- 0 C. PANEL FASTENER SPACING TABU VALUES FOR ALL IT'- AND *U'-HEADERS (INCLUDING BUILD OUT CONDITIONS). 3 LINEAR INTERPOLATION BETWEEN LOADS IS ACCiPTABUE, OTHERWISE USE NEXT HIGHER LOAD, GLASS SEPARATION NOTES: 1, ENTER SPAN SCHEDULE WITH POSETIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REWIRED FOR USE WITH POSITIVE LOADS ONLY, INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. (M IEN I M _,&��SDWABLE SPAN SCHEDULE TOP MOUNT AP I! P III JS 1 I I Need. SJ- 24' 25' Zr 2C 24' 2r 2r BANI He.&, SIT 0' a* 2r 2,r 2Wr 2r 24r 24' 2r JET 2.5 A TUT H-ft, SIT a' IT 23' 24' 2ST Ir 2r IT 2r 23T 211' 20 A Stud An& 23T 23" 2r It- 30` 31- It- 30' 23. 3W it. 3r 0 BUAIII *FT Track 24` 2,r 24" 30T 4r W 211' 4r 24' Air 30` ST a I Sr W SIT 25" SOFT 31" 5V a 0 --sk SIud An& (Wail M-01) - 22- 22- 22- 1�', 251*1 3D` 11' 21r 2r 29' It* 31' Oinedmw 24' 2C I MIT I 4r 1 501 20r Air - 3 I -ir Heath, F_ T I T 2r W 22' � EK :-E 2�4 �1! 1Z r -P" ATO, Ilock - 24� J2T I I t%3' 'r SW Angl. yr F I a: I - ;1UT I - I 'I- . acr w % 1 26, 1 33- 11 5T 1 5y 1 31-153-12r I Sr I 3r I gin me 3:cl w cc G, IN, 0 4 SPANSSHO (in I-LF-SE-1-FABOVIARENDT � II -I, NOU itISPECTIVE MOUNTING COMBINATION ABOVE 3 SIDE CLOIAANISREQUIPED � ALL SUI-T - INTAKE ABOVE. WTTFAESIPfO_�FSARFftOT Z ­_ IFFA -1 . I, sI_ -1 ­__ 1. L 9 CNAL INTERIOR FASTENING DETAIL R Oil, Z AIMAIMINT LLA .-I S­ SI OR ON I.I. FACE _NE - 1. 4 IW o c (I- - ­M -AT 'D F­­oN AD- A-) - NOUNT COMIN TYPF Ati TY* AS AN. c"AK�somm (.-.1 ­ AT 20-31543 'xi- F SPA.- OF HALF -1 I - PANEL -I.C- M QONAL EGRESS PANEL DETAIL JCIR FASTENING 0 66 "Tarr-N, __r-2ASO- 2 250 094" 0 0�75 Z 110;1 i i i� i - --I 9119VI 1 E, r �.125' -.9 18 GA TYP. -I , 0 340 DI T d, 0 375'� To-.5 -00 Z , i bL IT �, - I 1 930' c3c. 2 ocoil ip§� �.,, -72 7�1 TYE. 2.02, 250' 2..D00- > - 3 360' MAY h 1�007' MW D S 12.500" PANEL COVERAGE J 0 25Q. ot" OW 01 -14375" PANEL LENIFFM Lo�.-ECYLYN BE 0 DGS� .3 05' __D.090 ID. ISO TYP. TYP 090 3s" 'F' NROUP� 0,957" (.)WU-WT 'r IRA TRACK WW+A fUN_ 0 jl� cl�7W -z �-D 101�Z 3 017 2,00Q�J-_=D L 3 143 � �1 4' �1 T.1 TION A, .1 R��D TY . fEXTEN I 0-C 11MAX - L 'F LE I jib JOB OVERLAP .251, MAX. 4" MAX, 7�00RNM CLOSURE DETAIL �-7 .25" MAX MAk Ce BUIUD- CE LU DrSTA �25" MAX� MIN, MIN SE =MFiED All 0 11 T 5 ANCHOR SPACING SCHEDULE: 24 GAUGE PAWLS; PANEL FASTENERS 9 i2S' 0 C �Fm MEN MEMMM Mimi EIRMENE K 0 w I V7 CHEM 33 41 48 -D 33 TA. -CFW 41 41 11 JIM IMEMEW 1IIIKIiIIII E M WOMAN/ M 33 'Al 1 11-1 1 ­11 41 BUSHINC 48 ANCHOR NOTES: i . A N CHO R SCIiEOU USE APPI-1 BE T 0 ALL PRODUOrs rERTIF]E D HERS N, BUT ONLY PRO) IDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SKALL APPLY 2 EN7EFL NCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRU UEE MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAW OR EQUALTO NEGATIVE DE51GN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SMUFTTEIR SPAPISELEa CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEE� 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3, PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EMUSIONS C-r-TRACK, STUDDED ANGLE, ETC 1. USE6.25'O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL'H"- AND"U"-HEADERS (INCLUDING BUTUDOUT CONDITIONS) 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 5. HOLLOW BLOCK HOSTSTRUCTURE SHAULCONFORM TOASTM C90 BLOCK G. MINIMUM EMBEDMENT $HALL BE AS NOTED IN ANCHOR SCHEDULE, 7 MIT LIM EMBEDMENT AND EoGE DISTANCE EXCILUDES STUCCO, FOAM, BRICK, AND OTHER WAI-L FINISH S. WALL FINISHES SHALL BE LIMITEDTO 114�' MAX OR SHALL BE VERIFIED By OTHERS TO ADrQU TELY TIZANSFER LOADS TO HOST STRUCTURE 8 CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UNI-CRACKED CONCRETE ONLY, 9 WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ID ' WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" 1 4" (WIN.) WOOD STUD I)'" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHAUL BE -IOUTHER.N PINE" G-0.55 OR GREA781 DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD ": REMOVABLE ANCHORS ARE : DEWALT PANELMATE, ALL-POINT5 SOLID -SET & BRASS BUSHING. ,2 MACHINE SCREVr. SHALL HAVE 1/2- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE AN CHOR AND MAY HAVE EST FIER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U NO 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, L5, DIRECTMOUNTMCON STONE. 15 LINEAR INTERPOI-ATION 15 NOT PERMITTEO RON USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET� 1.4 'm in p (1) c li ill 22 t f LLJ X: CC 9 -6-1 (D -0 M > 0 0 CL CL 0 0 Cc 0 -0 Cn -t--f Q) =3 -0 CO Q 0 -cu U) = 0 2 = 0 CIO 0 0 M U_ CU Cn Cn E ZO CU 0 c CU C: -+--# U) Z Z W mi C) Jr , 0 0 C% 4- `.� CIO CIO C_ W CIO 0 L_ 0- 0_ 0 =3 -a 0 CC M UJ Z Z SHEET NO. SH 1 .5, 4- t- BP-463r7 henna L� S�^9o-555" `[� 541 TRL A 6b* !SC,wre- P-1