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ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Alloy. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF orA.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU orA.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 REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BILK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault interrupter IRS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SO or SO. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing , HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or KNWall 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 orCONN. 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 orD. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bel!, LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbi. 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 4" " -et Lighting DMF Decorative Masonry Finish MIL or M.L. Microlam UNO or U.N.O. Uniess N. :+ 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 w/ 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 Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDWHDR orWDW. 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 08/23/12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES a R IIMINININININI 11MIMIMIMIMIMIMIM] ::IFNI 11M 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT- 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6M DETAILS _ ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS -- - - --- — - PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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 1 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. >�o O M �m ® X , �^ O L fCf O t6 Q C ui E Q , ® r b >, E C O <. U ._� o W ,d`e,44�!!! 1�60d�tl�/� jf , O Y gY AI "L To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti W ,q,E Q O n Ii N N � N � J y C LL Ls 0 n 2 a* `` w �w a M cNn v °' Y ,Q �LLu- aul V � 103i _ z `6 C 3: C)A Yv � o OM-j. 5'mNo9. rY O J W ,�,:, 0 a Z=)L) � m Z WY Q 0 Z U toi OU . W ❑�❑ W z N o o z z CD Q — a N M U) N z a 4 LC) o N r �N in 0 w m E sk S off... �0 co OD o N v a o w M o Z U_ E Q E u =o o O ¢ N z® I— a X o o< w r c) o ❑a Z o o ao wo ao az i w i C C < U mo O Z H a J m ;`. �w gZ w o Z d U W w� Z c Hz. h o >o WJ Qo v 6j. za W �3 .N p J >M rn m m L O c M =3 r T 0— Y r ) U Q04 � Lo 0 O N Ln N Q N T iD m N =3 i6 N o Z Z E Co N co E iD @ a c0 ¢ o JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. C S 0 ih 0 CV bl i KITCHEN MIRROR 0 o00 0 - o O. BATH 1 KITCHEN INTERIOR DETAILS SCALE: 1/4" = 1'-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS VARIES, 2" LESS THAN CABINETS BELOW _ j`- MIRROR VARIES LU L I Q /\ > / MEDICINE CABINET OZ OZ u- Q LL Q O M M M M SHWR. SHWR. CURTAIN HEAD ROD z 24" TOWEL BAR TOWEL BAR IN a ON WALL ABOVE TUB OR SHWR. w TOILET TOWELBAR - o_ ON BATHROOM WALL ~ z: o SHWR. 00 o VALVES _ TOILET 4 SOAP PAPER ° o DISH V r HOLDER o _ O o M TUB DOUBLE RODS SINGLE ROD BATHROOM 2 42" H UPPER CABINETS- 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER CABINETS - 2" FOR PANTRY OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT O 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 oo CABINETS - LL 'N O 2x $ °S FRAMING 1/2" GYP v 07 N r BOARD 0 (V o o 60 BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'4' WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR DRYER VTE HANSON BOX @� 36" A.F.F. / EXTERIOR WALL) W/ 2x4 WALL z w PAD OUT a U -J Q DU 0 �H U U LU 80_ >Lu U o~ N = N 12-0" -I T-0" 8'-3" T-9" 11'-8" AC PAD HB 35-SH *I 1 ---------------------- -L NOOK - LANAI -8'-8'i FLAT CLG. 8'-0" FLAT CLG. AFF TILE I 12'-4" I I \-- \ \6068 - �- - -- SGID I� - I I M I I ri I i I I I �- II - -o O _. IZ\ I r FAMILY --- 1 I -- 8'-8" FLAT CLG. Ip I CARPET 2'-iV, -14 T- #4' -+ Ij - - - i 2468 1 8'-8" FLAT CLG. Cl) _- 1'-0" TILE / U) J- - FLOOR G.T.V - lit -- - _ - - ~ REF. - - _ ---------- _.16I _ 5 I - 5'-74' - 3 (3) 2x4 #2 SPF 2 DINING -- - STUDS w/ (3) 16d GG - 1 NAILS @ BASE 8'-8" FLAT CLG. S3 Co 0TYF CARPET -- --9 4'-234 T-3" 42" H 1/2 WALL OR RAILING PER SPECS FLOOR G.T. .. - - - - - - - - - - - - - - - - - - - - - - - - - _- U UP (3) 2x4 #2 SPF f STUDS w/ (3) 16d -- FCN NAILS @ BASE 1 4,068 ARCH P W D R GG-- D. S3 ��\ �'cp6, 8'-8" FLAT CLG. (3) 2x4 #2 SPF - __ -- 00 TILE STUDS w/ HTT16 - o AT BASE - - `� T al W. LAU N Q 1 8'-8" FLAT CLG. PEN L- - - 1 FOYER FLAT CLG. { - 1 TILE S4 I ° J 18 -8" -- TILE H1 --- sw - T i - T-24" 4 0 1 T-10" 6'-74' 10 6'-4' - - r_ - _ BUILDER TO 35 EDGE OF SLAB 2" CN PROVIDE APPLIANCE D1 BEYOND WALL aim -_ PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS - co � - TO BE FLUSH. FIELD o 8'-8"-CLG. A.F.F. VERIFY_---�- I ------- -G•T, - - - - - - I I - - - - - - - - - - - - 8'-0" CLG. A.F.F. - - - - - - - - - - - - - W W LU z 9r----�}'sss��"i JENTRY '-0" FLAT CLG. AFF �_ ° m ____ATTIC GARAGE ------ Ut-L----�E- - >-J� 8'-0" CLG. A.F.F. TYP. @ SINGLE o STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4'-4" V-4" r-------------------- I I I --------------i I I I I I I I I K I I I I I S4 TYP. @ I I GARAGE I \ I -------------------------------- 16070 OVERHEAD DOOR V-8" 16-0" V-8" 5'-8" 1914" 25'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 111111111 N O TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 0 M U mCD N 0 CD f 1'-4"X1'-4" "L" SHAPE CMU COLUMN HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +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 ET �H SEE SN SHEET iic;; PH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X374 S.H. 14 20 X 50 $ 18 2 X 50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 1/4 X 26 26 X 25 2 S.H. 1 H3 27 1/4 X 38 $ 26 x 37 d S.H. 1 H4 27 a X 50 5 26 x 50 S.H. 1 H5 27 a X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 374X26 362X251/2 S.H. 23 37 4 X 38,3 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 2 X 50 S.H. 25 37 4 X 63 36 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54X383 522X374 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 2 X 712 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1 A4. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - A SCALE: 4"=V-0" 0 0 co m X , trs t a- -0 C) L M CD • g-; N QE p i (t3 U) O O `- d C: U += 0 r LLJ i 1111111�1 �4�,t.01e �� •, as - � �. -� t�a�`f: �Fi6 i'4a Sty 9iV 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. CO E 'CO 4 O OM c0 h k 8 N O N U J V ur 0 7 00 E . W N r4r-r-° Ewa Q y CU LLu E L z a IC103W Z CID m30 �- °N=0 � W C,W rn ¢ Q Z O ZLO IL a VaM ipZ ❑T ❑�❑W 1 Z N M Z � J N M z � o �N w U O- � w o N � r6 W v w zE i C) o c 0) s 0 ®® m 4 co w co m o Z z a E �� a� o E w� Z® g E r0 x <¢ o O o a N i wo ¢z ¢z N ¢ k m� O z F QW N o� Zz ao W -0 J o CO << ;o a 0Ia a 3 0 >M �- T cc a� L C) (6 111- M .-IN =3 T d- 07o Y T i �-- +-+ 0 04 NN Cy)C)N -� Lo CV T CIOz v N 0 N d z ' (n E M 2 CIO CIOE � d ui U J Q Q J JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 3/4" PLYWOOD DECKING - 1 1.2 PRE-ENG FLOOR/ TRUSS _ 10.E �\ B 1 x TREAD (TYP.) 3/4" PLYWOOD DECKING 2x6 LANDIN 6_L4' �1x RISERS (TYP.) 2x4 FRAMING !I 5 42" KNEE WALL WITH 1x8 CAP &CASING OR 3 ✓ 36" RAILING T M 2 2x4 THRUST i BLOCK rIN SIN CONT. HANDRAIL 36"".CONT. GRASPABLE BLE RETURN TO RAILING WALL D ETAI L - - --- -- -- SCALE: NTS (3) 2x12 --/ STRINGERS 3/4" PLYWOOD DECKING 2x6 LANDING - 2x4 FRAMING TYP. STAIR SECTION SCALE: 114" = V-0" STAIR CALCULATIONS: TOTAL RISE = 1 U-0 314" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 2x4 THRUST BLOCK co Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 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: The radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch. 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 located along 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 reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ith 1/2-inch gypsum board. T SEE PLAN FOR LANDING DEPTH MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2xl, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM OI LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1 /4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. I SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. 25'-0" WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE 6-7" 16'-1" 24" STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUD: @ 12" O.C. THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH 1 *' WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. D2 REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS'" H1 D H1 2x4 #2 SPF STUDS @ 16" TYP. @ O 6 OO 6 O.C. TYP. @ 2nd FLOOR CORNERS (2) 25-SH 112 33 SH EXTERIOR WALLS EGRESS D2 TEMP D2 in P-4 � cc 33 I -I BP I SPECS. - - - 5'-6" T-to 4'-4" co I 3 O BAH D2 2 68 I Io TEMP. GL. 8'-0,1 FLAT C ,G ENCL. ON 42" SIM. w/ (1) G.T. o R/SH-i_.�)_ HIGH KNWL. MSTAM36 --------' \ @ BASE 48x42REC S 12'-10" T-2" -0. T 7'-0" H WE 3 ___ I - D2 r r__ E Sim. w/(1) I I A.F.F.\ MSTAM36 0. 36"x22" OWNER'S @BASE ATTIC - I C IQ BEDROOM - ACCESS 8'-0" FL T CLG I� N CAR T I ; 8'-0" FLAT CLG 2468 I P i CARPET I - N 4068 9 B.F. Liiiiillillilililt o r CD - - - - - R/SH ---- N - _ BEDROOM 2 - - 8'-0" FLAT CLG d CARPET 7-6" 4" 4'-8" 4" 12'-2" to = w 6 r (0 Ir D2 M N WCID O LO 16 42" H 1/2 WALL 2668 5068 v OR RAILING PER B.F. 15 SPECS 14 _ J CO S6 D2 � 13 N A R/SH TYP. @ 2 12 o� STORY. SEE H1 O 11 TECH 60 o JJ/S6 FOR 101I CENTER ° in13-3- 8 STEMWALL OPT. T-11" 9 3'-3" 5'-8" 3'-4" 5'-7" 1 co -- _ I TILE TO 7 L----- C') 0"1`LATTIL 7'A.F.F. 2868 S 6 1 II 3 1 ( l4 D2 I cM `t CO N SIM. w/ (1) I 1 `" MSTAM36 A�6 @ BASE 6cP N7 C) 4-SH BEDROOM 3 02 o) ll' 8'-0" FLAT CLG SIM. w/ 1 Y-----_- G.T. it - I ------CARPET -_- MSTAM36 �- 1 V-2" 2'-4' I 1 V-6" @BASE ------ G.T.00 ----� op o o ri I = Sim. w/ (1) :- It 0° I a MSTAM36 3 BEDROOM 4 T @BASE D2 8'-O" FLAT CARPET CLG I 3 D2 SIM. w/ (1) I MSTAM36 0 = @ BASE I c000 CD m 1/2 33 SH H1 O 6 D2 I iv I 25-SH 25-SH GRESS p2 (22 EGRESS 9 D2 I a• H1 (1)D1 I ------------ 2'- 11" 13'-6" 2'-11" 2'-10" 2'-10" 19'4" 5'-8" 10. 25'-0" i I I I I I I I I I I I I I I I I I I I I I t---------------------------------------� REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE N5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 (2) - 1 3/4" X 9 1/4" H6 LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" Q +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 Q SEE SN SHEET O SEE SN SHEET MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38' 18 2 X 37 3 S.H. 14 20 X 50 5 181 X 50 S.H. 15 20 X 63 18 2 X 621 S.H. 16 20X72 182X712 S.H. 1H2 271/4X26 26X252 S.H. 1 H3 27 1/4 X 38 $ 26 x 37 a S.H. 1 H4 27 a X 50 s 26 x 50 S.H. 1H5 271X63 26X621/2 S.H. 1 H6 27 IX 72 26 X 71 1/2 S.H. 22 37 J X 26 36 2 X 25 1/2 S.H. 23 37 X 38 $ 36 2 X 37 3/4 S. H. 24 37 X 50 s 36 2 X 50 S.H. 25 37 a X 63 36 2 X 62 1/2 S.H. 26 37 d X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52 2 X 25 2 S. H. 33 54X38$ 522X373 S.H. 34 54 X 50 58 52 2 X 50 S. H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 712' S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence ttics -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 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S. F. SECOND FLOOR LIVING AREA 1121 S. F. TOTAL LIVING AREA 2073 S. F. GARAGE 396 S. F. LANAI 104 S. F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S. F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - A o O O Q C= CA X cal m it M CD - E < � P � > o v U _, LLI c<O4 Iy o ,.. f > To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � H oo E oo 14 a �Cj �� V N oopp 5 N N CA # J co C - J u7 ( 0 oo 0 ��o� co N # LL W o -Wo- N Orr- a 6 m 3 LL a Y 0 �LLu-I -Wo Z Ix o m � 11 _ 'Ft CN co L O � CO W U5 Crnl 2 F aDO 00 ° a Z N M Z -, c- LL 0 O U ca> _".1 W ❑❑❑ 0 c1 l z O a z � N z o � J WLI)z Q) Ur o w o u, g V) c V? ZD Oft U l,l J U o Lv co ° o ®® N o co � w Z co M w 4 14 U_ Q E o z o ° > ¢� za Oa CM6 U o p F_ O E E X U &a a U U g< Z Z CD z wo a rz m C _ 'o U ° oLL Z Z � J m e 6 W zw :5 m o 30 W CD > ° � R 6i owe Z ¢ a �r U `C:) > Ce) J m O W L O (6 qzt CM r d- U)100 Q I� 04 O N Lo CV Q N_ r a; O 03 03 N :3z E M a L) ° Q o � JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. 1.2 Ti< a FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS a5 25 SH 25 SH -R i T.O.M. ------ — --— — — — — — — — — — — — — — — — — — — — — — T.O.M. GAR. ----------------- -- / ENTRY --n / WEEP HDR. HGT. SCORED 7 r7 1 l� STUCCO BANDS V V o? 1=1 El El El i9 El El El = El El I� CV I. FLR.— --- ------ ------ -- HGT. ---------------------------- — SCORED STUCCO BANDS ---\ 16070 OVERHEAD DOOR SCORED STUCCO BANDS r " SILL DETAIL, SCALE: 3/4" = 1'-0" SCORED STUCCO —+---- BANDS EXTERIOR PLASTER ON FRAME 12 �5 a a TEXTURED CEMENTITIOUS FINISH ON CMU SCORED STUCCO BANDS Fol U FRONT ELEVATION - A SCALE: 1/4" = V-0" 1. FLR. 1----------------------I---J-- y I FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS I/ 5 HEAD DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO' BANDS ---------------------------- ------ ------------------- ,-- FLASHI NG CJ / WEEP 35 SH -------------------------------------------- c i• L. T-6' DECO SHUTTER SCALE: 3/4" = 1'-0" RIGHT ELEVATION - A TEXTURED CEMENTITIOUS FINISH ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 0O ;0 ti �V N �.- X N CV C" - o- c N i=(vim C0 � a as .-- 73 c li _ - —' ``L U) E r 0 ..`� w > Y 0 O - LL1 s 1111MI till ti5 I9 C ..2 � . JF e c e ® WA 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 aCDo a ti E °D S to r xx N - O N - J N 6 m - J LL .i 0 7 In C9 in X.k L', LLI N cno- LL w a_ N NMcr a' Y M Lu J LL LL d� Z Z _�� a`o � r �o O � w � 'm c5 co � O J W(�pjO' dM< x a U) coz Lo O Z O U U W ❑ 0 U M z N o g z o � <c J W V) Z a 0 0 w O N v):D w o c w � o C.0 ¢ Z M M w Z C u- E z o z ¢� Q � oZ® w cv F— N —W 0 x� 00 .0 Z D B CN a¢o¢ <z o ¢z WZ i Q om m0 ~O� Z a�i <w to F o< Z z 30 Q LLa � w W U � �� az _0 w, >° MJ o a Oo3 ct �¢ .� p J >M ai rn �a C� O CID d' CM Y T r^ VJ m N 0 O o N Lo N Q N r ai CU � N 6 N o z z co a. E 0 � a; a o JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. 2.1 k o- LU . i CIMCr')(4 A00 OLIrArnl = rArQTAr r cn AC r-=r] EXTERIOF PLASTER FRAME TEXTUREC CEMENTITI FINISH ON FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 4' OFFRIDGE VENT T.O.P_ — HDR. HGT_ 12 �5 (2) 25 SH EXTERIOR PLASTER ON FRAME 2ND FIN. FLR_---1-------------------i -- — I ------ TOM. HGT_---I-- FLR.----I-- CJ / WEEP 35 SH REAR ELEVATION - A SCALE: 1/4" = V-0" TEXTURED CEMENTITIOUS FINISH ON CMU LEFT ELEVATION - A SCALE: 1/4" = V-0" T.O.M. T.O.M. (cD I./ ENTRY DR. HGT. OP o ib 00 00 in FLR. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 oo N O co +, y"UN N . LPL C-- r MNO N N N 0- d, r E O O a L) �P/fllOtl/Srdj . • Q),/ �LU V- i `J'R,C' 4 Z '���•�,%,�'�� O F E S StO��,��1� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � W Q opE Co "o co U N� 4k N J N � � LL 0 gym maul N cl) i a LL w a �iNiv aW Y to J U- V- a- Ly CLLy —arn z Z C) t co o 02 W 00 LL Ja0 Z MZ N 0 0 Q) Z W El El 0 z N M O O z z o Q (nv)J z a U (1) b (10 r-U O W o cn (� r— U W J U o U) ®® Q N 0 o w Mm¢ Cl) o z < J LL n E o N o wZ. < � z® ca 0 0° Z O CV ¢❑z dz � QZ 0 mp no C C: om Y oLL Z JJ <� �z � � �3 op z a0 W v a07 �- w� o CO 0. a M N C:) M J O N rn co m C� L O C6 d' M � T 1/j`1 07 C /1 U o m O h O N N 'r' Q N T E m N � iri N o Z Z E co 0 C a o w U Q p c JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. 2.2 S ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER METER MAIN 0 200 amp 150 amp UNDERGROUND IlDis POWER CO. FEED---._ INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA 1 150 AMP/ 200 AMP ipper to lights & outlets )pper to 20 amp ckts copper to WH copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF NEC 17. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER CO. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (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 corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH �'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX 1.5" VTR III 3" VTR lil I� I I I I I I I 3" VTR PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS rr 0� W W W Z J_ �O� m O A/C PAD DISC. G P A 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. IO WALL MOUNTED LIGHT FIXTURE _ _ _ _ _ _ _ _ _ _ _ _ _ ----- I Q I I z GARAGE I ® RECESSED LIGHT FIXTURE O ZO Q / I I ENTRYI P LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS _ / __ __ U ¢ �� O,.�_ IGARAGE G I DB & GFI TO I I WP AS ------- 1 BE ALIGNED 1 VERTICALLY TRACK LIGHT - W GFI LL (_----- =IGHT 0 ------� ---- FLUORESCENT LIGHT FIXTURE I 1 w PER SPECS LU I EXHAUST FAN GI S ITCH FOR > / / I EXHAUST FAN/LIGHT COMBINATION DISPOSAL - ' ELECTRIC DOOR OPERATOR (OPTIONAL) �I I I I I I C? GARAGE DOOLP - GFI I I I 1 I I CH CHIMES (OPTIONAL) J LL I IRRIGATION I GFI @ 44" I I 1 I I I X I GF i i / PB PUSH BUTTON SWITCH (OPTIONAL) N l IDB fGt A.F.F.DEDICATED PUSH BUTTON SWITCH - DOOR BELL RECEPTACLE FOR _ I SMOKE DETECTOR MICROWAVE RANGE FGFI HOOD PER SPECS I DWI SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) L TELEPHONE (OPTIONAL) GI�I / I I ------------------------------ �USB TELEPHONE/USB(OPTIONAL) ITCHEN ,' I — — — — — — — — — — — — — — — — — — — — — — — — — — — — - . Z L - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - / / TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F O THERMOSTAT IMI ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH C� J ROUGH -IN FOR OPT. CEILING FAN r� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS / '� PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-A SCALE: Y4"=1'-0" SECOND FLOOR ELECTRICAL PLAN ELEV-A N O N i— >< •— O �- C) J1 i l� > 3 C > a- E M , 0 0 ¢� > tom. .— W CV CV 0 CV CV CV CV 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. fA � W r N N 7k J V O 04 07 co C J LL -5 L oO N U W VJ a �r-tia -wa �mQv a Y J LL. LL d Lu Z —�� tY 2 rC13o FOw '� N co tY O CO WIL ILW cc) 6 daa N Z a _ IZ v N M Q U J O Z OU❑❑ C� Z N M o 0 0 Z � N z o � J C.L V7 M 0 ,., V —� o N ,, o C2, w v F=� J E 8 _;..... _ U o 0 c iu ¢ tffil N .4 r� co co CIDZ ¢ Z Q E o oLL w� z <o- Z® p a F_ O E X 04 a 0 0O O� d z Z N F Z wo 42 L y O DO } Z ZE J F- Zz N N C1 oa Z 50 a Z W U w � aLo Z JW =� 'O Mj o w� z¢ aF oRZ > CY) Q m Q L Q co d- M T Y T' �// VJ m Q � O 0) N N � Q N T EE.E C) N iri N o Z ro Z E CY) N Ca 12-U E Q to JOB NO: 22-02376 SCALE : AS NOTED SHEET NO, 3 I I' I I I I I' i 1 1 I'I�fT��'RIII'I'°PEII I' I - - - - - - - - - - - - - - - - - - - - - - - - I W n. O J N I I 4'-0" ROOF VENT I 5:1� 2 SLOPE 5:12 SLOPE f•-' z ZONE-2 uj 0 Lu ATTIC SPACE O fl 1170 SQ. FT. ' Lu 0 ' Q Lu 0 Uj I T I I U 5:12 SLOP I i i 5:12 SLOPE, I w CL N_ 5:1� 2 SLOPE 5:12 SLOPE Lu I I I I z ZONE-1 I w i 0 ATTIC SPACE' 9 316 SQ. FT. I I I I I I I ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN, of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - A SCALE: %4'=V-0" � W0 O �s; Q W �. C13 v ` - 1i )1 Z L) ^.) N --w cr O co ( o t L) Ul I l�. 5 e^ R <--ISE • . r N�_f �J �P. 'r 9 4 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M> 10 H o E s �ro g mN�# � 00m� C 3�00 (6 # LL W ILQ W in In N ^O W a. C J LL W W a Z L :2 y O— O W 0: :3mNc0 mO _j W .2 ¢ a k Z LO M Z < Z) O N OUMW Q U Z) cj (n Z W ❑❑❑ z N M 0 0 z IR Q � � N M N z l9 LJ O v V' W � O W o �N uad U allW � r 8 U o Q 0 � m r__ O 9 w M U_ .9 o� Z Z U_ Eo—® z� =o U Zo6 CU �¢ 0° 4 Z N � ¢o ¢ W w W L N _ C o y U mro g Z F Oz Z co fn J �o F > � z �, 2 Q 3 oaga Z a � w W �� - o a� xr ZIw Q o� U N O >M O �} V m @ m 0 L C) CM Y T r� \/J o Co o M N N � N Q N r 6 w N v; N o z rEo M (n CU 0_ U .j Q JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. 4 °• ° •° ° �, v °= #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. �' �_° ' • ' ° ' ° - ° ' HORIZ. REBAR, TYP. U.N.O. ° v ° ° 11 - ° - ° • °- ° - ° - **Alternate: The reinf. bars shall be cont. around corner by cold - ° - ° - ° • •- ° - ° - ° bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH '-.. - r .. 1 /8" SAWCUT x 1 /4 SLAB THICKNESS WHERE SHOWN ON rl-%Ilk IPY ATIP%A1 r%I AAI CONTROL JOINT DETAIL MKIM ikwou 3'-5" 5'-2" 3'-5" 11'-8" 1'-4" 2-6" x 2'-6" x AC PAD 1'-0" w/ (3) L TYP. @ #5's E.W. S3 PORCH INDICATES FILLED CELL I a w I I w/3000 PISI CONC. GROUT I aO 600 o FROM FTR. TO BEAM w/ (1) #5 j I I REBAR ERT. ABOVE SLAB. 1 ■ UI I o 4" TYPICAL@ ALL PLACES I 6'-10" 5'-10" ib 00 II SHOWN. HOOKED FTG I cm DOWELE w/ 17" EMBEDMENT w/ 25" E> T. ABOVE SLAB, GRADE 40 STEEL I C.J. — _ — ■ ■ ■ ■ 1 HVAC CHASE -' ;t I I BASED ON �---- — — — 3'-1" ---_'-- 1 ■ LOCATION M PROVIDE 1 1/2" 1 RECESS FOR SGD I ■ I I ( \ 1 S3 I oo REFER TO MASONSI 0 SCOPE FOR WIDTH.I c� � I o 111 I IN ( lc�l J rol O O L� I I ■ I _ _ �� C.J. I IX. ss —1 TYP. @ ! 0o TWO I 1 STORY 4' 1" 13'-8 8" 3/2 MIN. 3000psi CONC. 1 10 SLAB FOR HERNANDO COUNTY ONLY. V2" MIN. I 11 2500psi CONC. SLAB I ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER 1 I I 1 GG TYP S3 ■ I I C.J. — — — II o00 I I " ► I I _ N III 1 I I I ■ III I I I I 9 L_ � I ■ 1 7-3" 1-� - N I PLUMBING I I— — — — — STACK I GG S3 -0 C.J. inn _ 13'-1" `° 3,-0" I STUB UP TO 2ND I R�6— 2'-6" x 2'-6" x 1 FLOOR I J 1'-0" w/ (3) FOR A/C — — — — _ — — —F1111011rrrirriirri1 #5's E.W. 1 r o I � _ F— J AC -3 1/2" K 1 — — — — o S3 S3 N EO w 0 w I I 17 9" 1 I 9„ ■ ■ w U0 D z W 12„ 3> t"O=, 3'-11" m 1 0¢ PROVIDE 1!2" X 9 I ■ a~¢ a 1/2" RECESS FOR ■ _ d 00 U Q FRONT DOOR -4"� I �� I I �9 M ILLU TOP OF CONC./ 10 w I PAVER TO BE 4" w BELOW FIN, FLR. 1 — d I I C.J. N 4'-4" 1'-4" 2'-6" x 2'-6" x v — — — — 1'-0" w/ (3) TYP. @ ;r L #5's E.W. o SINGLE 1 1 I S3 r STORY ■ ( I ■ TYP. @ I o 1 ENTRY A S3 I I I o i I J i o g 1 (2) #5 VERTS w/in S3 (2) #5 VERTS wlin I o FILLED CELL FILLED CELL — — J M ■ NJ 111 ■ V-8" 16-0" V-8" 19'-4" 5'-8„ }z O 0 � z O::) O 0 NOTE: • WHERE PROJECT I PREVALENT AREA; 7TH EDITION (2020; STRENGTH IN THE: THEREFORE,ANY� 2500 P.S.I. SHALL B STRENGTH • SEE SHEET SN FOF TREATED LUMBER POISONING SCALE: Y4=V-0" O W o N �U') Ly N w U 1 — E Ulu U � �v Q OO us 0 o c o w Mma co J o z lL E w� zo <I C) wo z© o a w� �_X - Cl E o < 8 1 OU ow z L o ow ¢ z C/DC o U Yoco m O z z J ¢ 8 z <n N � 3 o� wo z 50 W 1k �3 d� J= IJ o CID w 5 Y0 °3 > C'7 0 rn m ca (9 L O M N M N N � Q r ai m iii N N o z z C E M U' M ca FLU JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. 5 12'4' 13'-0" 2 1 TYP. @ D2 D2 CORNERS FT3G E 0 60 N 0 A @ 24" O.C. MIN. 0 -n ED J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 ED n. . N.. 1 L1 0 RG. WALL J L7 0 0 m FT8G FT13GE r FT11 r '— FT11 S6 TYP. @ 2 STORY. J SEE JJ/S6 @ STEMWALL (2) A 35 ------ ( 22 D1 FT9 (2) A FG3 mN 7 D1 CJ3B o0 CJ18 9 D1 7 yJs� D1 o0 r A TYP. U.N.O. L L 5'-0" W w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) b4Ut 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH !XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 milli, 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 FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD� ROOF SHEATHING: l O i 1 1Q I SHINGLE: Y16" EXP. 1 CY16) or 1V32" EXP. 1 e3/16) I 1 I I I r I I TILE: 1Y32' EXP. 1 I I I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS , ® 1 U 3r 1 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131") NAILS OR ASTM F1667 RSRS-04 (Y x. 120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.0 8d NAILS @ 6" O.C. \ TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. TRUSSES 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK 2" PER DETAIL C/S3 NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING SEE FND. PLAN FOR FOOTING SPECS. -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADD'L INFO. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-1Od x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 1 3330 10d x (1) 5/8" ATR wl 12" BED w/ SIMPSON "SET" rEPDXY 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-F3) 6D INKE & ) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 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 1530 1285 24-10d x 1 112" SP1 555 535 10-10d SPT22 735 8-1Od PLAN FOR DIM. SP2 1010 605 12 - 10d SPT24 1090 12 - 10d HCP2 1 590 555 12-10d x 1 1/2" HHCP2 680 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" FLOOR JOIST SPACING SHALL BE MAX OF 192' OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (6) TRUSS 1-8-8 CLEAR GAP BETWEEN (6) 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 (8) 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 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER (A) xCONTLEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-A SCALE: X"=1'-0" O 0 clij L_ 0 N C Qm X N In U_ a r L r "� N Z M O 0 • �" to � <(.. U 'pe 16 ._? 3 v i C �, (6 0 O 0 -a C.itf >> Uj _ 'AS 77 L O� o, 0tk 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 v E 10 F- Q COD U N_ 0 N m O 12 J 0 w ��OD 0) It W d ui rn f1 1Z a J ul a ai rNi� 3 LL a X LL u a10, Z O L W O O Lll �' N ClftLo O ILW d .J a U U Z O W El ❑ ❑ z N 0 o z Co z r; Q N U) M � o 0170 LU � m V 0 (J 1 Ly N �N = ) U c all� E S U o N Q tl N 14 O c w CM M z p Z Z ¢ 2 E E Uj a $ z® Ca ° x0 O¢ W x _° �z z O N � Wz o ¢o wz t� i m c y m0 o oz J aw 1z N v a ° go oa � z W a= =3 c9 o¢ Z ¢TU3 a O� O C C:)i > M J m m (D L C) CM Q 07 Y r v, U) Co O Co C) O N r N Q T ai m 4 N C) vi N o Z z E Cn a c a U � Q p c JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. 6.1 0 N Cn 25' -011 191-4 11 I �,-511 (2) TYP. iS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEES (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 1 1 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): Vol/ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I ROOF SHEATHING: I I ) I I D I® SHINGLE: �/s' EXP. 1 (24/ys) orts�3z' EXP. 1 6/1s) I I TILE 15/3z' EXP. 1 (33/1s) I I r I I I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS I I I I ®+ 13r 3r i 1101 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7%2", 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=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 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) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1W x 2 1/2" SIDS 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" SIDS 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" SIDS SCREWS & (8) 318" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ 32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16C 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 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+!- 6") *FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (8) 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 w0 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER R 2 PLY CARRIER) -(A)� x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV—A SCALE:1/a"=1'-0" o lio co Q X 0 CD M o Z U a-% .' WCL_ Uk ,Q, _ 0. a�C: ti0►y� _ a ��Qc6IL %�;��&�asbtP,lea6R1�1.4` 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 10 v n v E 00 a o 2� m� xk N N N J V C :E-N y 7t LL W M inter wa _ a Y Q�cNiv � L W Z "t co W o2Nm J 0o 0 �a 1:z L LL W � _Z N co N O z U O C) W ❑0❑ W M (D z N M O O O Z � Q � J — cL r CND N �z �r O 3� W V � Q) 0 W o V) rti }N/}�•� co � () ai c r— — E MIN Lu U o a5 " r~ u) Y Q N O) o w co Z Z p 5 z Q � sce = E E OU Z 0 } N z® oa z co o E ro Op K po a� ¢o Q O oa CN r� w�-. L _ � `o QZ 2 V .o m0 o ' z N VJ J ow m QW 2 z od o 30 W U LL� <s a w w =K � J o ¢ W Y a° lo< Np J > C'ry Om N L Q cc M =) T d- Q/ CT Y r O CD CN 0)N O o N � Q r T� N v; N o Z m z E MCU a E 0 0Q o JOB NO: 22-02376 SCALE : AS NOTED SHEET N0. 6.2 MIAMI GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 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 <1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF40OBAT 81`321B/1T FORM & GROUT SOLID N < o �w � J U 0 w #5 BAR CONT. 8F12-1 B/1 T O 'Y LINTEL DETAIL SCALE = N.T.S. � E I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F16- B/1T a z ro 0 L6 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS c� i Precast = 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. & 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.(1)RE AT TOP ALTERNATE POWERS MIN. (1) REQ'D J-1 CLEAR STEEL LINTEL ° a ° a a M. U. #5 REBAR AT TOP � 44 ° MIN. (1) REQ'D 1-1/2" CLEAR 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8)Y"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/%" EPDXY ANCHOR ORY2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN l l T/WALL IW° 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" O O 5'-10" LL 13'-0" LL O 8'-0" LL O 4'-6" LL a ° e 4, GROUT D G ° (n J zo cn ¢ ¢ `" vj C.M.U. O 5 REBAR AT = rn w - BOTTOM OF - Z w O n 4 "6 LL o "*-BOTTOM LINTEL CAVITY G G 0 Lu Cj O z REINFORCING Q ¢ 0 "-- 7-5/8"ACTUAL PROVIDED IN LINTEL z own ¢ -, b � 60 p i #5 REBAR AT BOTTOM AS INDICATED ' NOMINAL WIDTH (VARIES) U)� Ir a ` C 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. IFASMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's 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 cementibuos 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION A B MIN. 5'-8" LL MIN.E 1 T-4" LL LINTEL PLAN - ELEV-A SCALE: Y4=V-0" o 0 ti O ti 0_ U co clim X CD M C) M N 4- (D N M L M to O O :3U L "a EVAI r < To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H U) W Co �E °�° o oM o� xr Q N O c LL V L0 0 .5 00 Lu � Q C J 5 W� ci J_"" a ZO C13 Z ��O' t0 N CO M O . W �2"Y) . Z ��(j _, L1 ILW LL N co Z to O Z O U � L) _ ❑ ❑❑ W cMi r Z N m o Z Z Q r` v L O w o to ov y U c W � C-- J E ' 1.... U o N o S w M z2 o Z U_ co E o 65 =o w� > <o =® oa c�a U Mo Uo Z O E o <¢o¢ d p <a a Z W W � L ¢ o W ro �� - = z oY0Z y 0 o Z J U) �� W 02 Q W �Z g0 W U W LL <o05 d �- F J a� w 4 x5 y 0 CZ) a N O > Cy) co m co N �- O CO CY) =) r-- d- Y T ^ LL 'CT m v)4-1 O C'4 CD o 0-) N .Q N Lo Q T r ui N � CD d z z E M a; E ca d U Q p JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. 7 I 0 CD CD N P 0 .o 0 zt 0 J CD 04 1 N o v V) �1 3 N N N a !n E 0 2 V 0 G i rn tZ U0 0 0 U 0 'o i a rn i 0 •U LZ N 04 CL ui 0 0 N 0 N 0 m v 0 0 cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE . 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE T STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE SU 00 S U COR 0 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 REQUIREMENTS, BEARING POINTS, BRACING 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. 1 ST 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 12.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING, 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3. 4. 2.3.1., 2.3.2 8 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: 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 BY THE ENGINEER F YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED 0 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 Y" 4" CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2. 2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4, 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSITTPI 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'S 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.Q. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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 trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpowr and mortar along the foundation perimeter must be removed be ore exterior soil 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services", 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY T REVIEW ALL DRAWINGS BEFORE 0 GS ORE 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. k1r)TC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" 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 8". 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 1'- 0 UN X U_ CZ a nk r- ;CAN Z U 4_ C =26 Q` 91 ` • C) O 51e 1 n. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N!CD W Q vo U �� O N �t 0 N � LJL " � � J V m O� 0 3,c,o ( sc , w Lo 0) 0 t- r-� a a- Q� M ov L- cn Y J LL. LL' 4. Ly L O Z cum W Z °�� 0 f o 00 ~ w M N m O ¢ Q W cc) 6 a �' N cN,� Z X to O ei U vi OIULI Z ❑❑❑ z N (h _ O o z O N z s� Q J CL u, M lLf) V) z CD = a) 0 ti U 0 ra., C Lo allw m - 3 10 ,.. r = L N U O N c u) ¢ N ?T r. Q o c � w M M J w ¢ o z q � Q >_ o Za ❑ a c O C N az wO <o az x, >_ rp z ¢ Y m2 o z F oz Z a� �, "m �w Z a Q3 8p° wLL ow W U � � <p a Ft J Jz � =3 � 8 >O §0 w za ¢ oU� cy) J Orn m 0 L O CY) r d- f=3 Y T r ^ O N V/ OCNI N Ln 'Q T r ui Co w N ' 0 `�' N o z E () ca a E U Q p JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. SN 3 w r\ N a 0 N 0 cn� 0 Q d- 0 J to ED I 0 cn 0 c a N N 0 d E E 0 0 c J t� O U E c 0 �l y i U .a i z y I Y i 0 o J ti N 0 C d N N l 0 0 z 0 w > 0 Cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) —. �........ 1—'k...� I .... $'. ........ ]. WALL SHEATHING „ , STAPLES @ 6" O.C. VERT BETWEEN MAX. .......... . 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** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 5'-0" a - STUB -OUT FOR 0 1'-0" o a in GAS METER d U 0 0 N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ p 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 90 2.0 2 x _ lumber Double 2 x _lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + + / / N1 FILL CELL STD. 90° HOOK BOND BEAM h SIMPSON MGT w/(22)10d w NAILS TYP. GIRDER TRUSS STD. 90' CONT. 45 I HOOK BAR 2X TOP PLATE BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION ���/// TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" in. 2" max. 4" max. -A 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING" GAP @TOP sides by 6 - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 1sn0lh 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 --- T1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (10d)i nails at 6" o.c. Ql/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6" A 1Yz" ROUND HOLE MAY 6" 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" 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' BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* —� Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 8 T-f)" 1' 1 " 1' 1' " 1' 3' 1'-3"I li-7 1"-11,° 2�4' ,-,® 3-2- 37 .Any 16" I st 12 T-0" 1' 1 1' 2' 1-2" 1'- ' 1'- * 2-4" '-11 " 3 7 42" 4-9' 6-4. 16 1 -Cx" IA"1, " 1121" 1 _7a'- 3'- 3,-10'" 4' S 6-4' 7-2'" 20 T-U' 1' 1' 1' 2" 1' 2-9' 3-U' 4'-U' 4'10" 5'11" 6-11" 7'11" 8'-11"• _ .. 24 T 9' 1,1" 1, " 1,-Y' 2" 3'-7" 4-9' 5-10." 7 .. 8-4" � ." 10—' 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. Web Stiffener Fastener Schedule Joist Bearing Location _ Series F Depth I End Intermediate 9-1/2" BCI5000s'&11-7/8" 14" 2-8d 2-8d 2-8d 3-8d 2-8d 5-8d 9-1/2" BCI6000s®'11-7/8" BCI6500S 14 16" 2-8d _ 2-8d 2=8d 3-8d 2-8d 5-8d 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d FBCI 90s@ 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 5/8"D THRU BOLT I.0 SIMPSC w/(22)' NAILS T TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION UIIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL EZ ._ i�'i�IC11CllC ' Backer block (12" wide min.) — —I I I Nail with 10- 10d nails.I+I I _ Install tight to top flange. SLEEVE THRU STEM " SEE PLAN FOR °. A .. • FOUNDATION INFO a. ° C STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger, doesn't meet height requirements 0.6 X Joist o `depth `` I -JOISTS BUCKETS N.T.S. GRADE r-- REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON I w/ (18)10d NAILS UPLIFT =1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE ''_ SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE n d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° SEE FND. PLN. 0. SIZE & REINF. PVC OR SCH40 SLEEVE PLUMBING LINE a°. N > ti �p N C) N m .�- il. N � �-� M O hJ .�. Q 0 W M u7 0 0 0 Lu-I >" > .- ;�,;yG�t913R1�t�pp��rfr . eaO� P ��.•"�" S a :rs• fs rltlJlatrt4.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 An Edition. Engineer's signature and seal is only for the structuraf engineering portions of the drawing pages bearing Engineer's signature and seal. 0 a W ECo QO OU N r # O N N J LL O : 0 coo v�i u w I�n o M 0 m L MLLU_ -J -6 LU a u_ ° aLu z rr O Z mo 00 .c _ W Q¢¢ co ,n N z co cn O N �% OU Z W ❑ ❑ ❑ z N co o Z o r M Cz 0 W w o to c �Ln _ co wo U ID U o y U) N Y N m ®® O �p w co co J i Z i � Z < � U_ E ca. Ea w= z® O� co XO U❑ 000 0, z O E N as 0 ¢o ¢o az aw a) �C �Z m� C,Z o 1 0 a z z in . o¢ a 1w 0 o °LL 3 -0 CDwa CO � ~Ott Z¢ a= OF U� E2 'M J O ai rn m m cD O M QV r Y o 0 U m t— ate-+ CD I� NI C:) C:) N Lo N Q M r N E T 1 .c C'7 0 Z M z (p �; E N c a � U � Q c JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. SN 1 3 ,o LLJ 8 O i N 0 rcr 0 O 01 N 0 N cr f 0 N a E N O `v N 0 U v vl U .o i z i 0 0 LZ N 0 U v 0 0 a N a N 0 0 m r/) I/ 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r W/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO _ ° . ° BE IN ACCORDANCE w/ ASTM T-11=1I1=III I b /r-I D7158-CLASS G or H, or ASTMD3161-CLASS F, IN ' 1-1 IT III-� °11 - I "I =1 12 ACCORDANCE w/ TABLE T=1 11=1 1=l 11=1 1=1 I I -I I I-1 11=1 (NP') VARIES R905.2.6.1, FLORIDA BUILDING '-1 I II I II I I �1I it IITILI I II I I I I Ill i "I I' CODE 7TH EDITION (2020) 8„ RESIDENTIAL INSUL ION LE 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" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W NOTE:EXTEND W1.4=1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE 00 6 MIL VAPOR TI I D I I I- _= z BARRIER b �• a N -I t>: 1 COMP.IT- SOIL. 1 ° (COMPACTED TO 95% I lII I IIiTI[ MODIFIED PROCTOR I I II III �TI�TI ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" 1 STORY) STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14,E O.H.D.RECESS PAVERS _• z SEE A/S3 OR J/S6 ---III I I ICI i 11, i. FOR REINF. INFO. L 3" MIN, CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR - EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS -� TYP. MONO OR STEMWALL- 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY `2 2x P.T. PLATE ASSUMED FINISHED GRADE FOOTING MONO SHOWN FOR CLARITY _ - 00 _ � I z NOTE: k ° *FOR BEARING WALL -1 r W/ UPLIFT ONLY - - = - -- - il—_ :i i� - - — II--I� I !11—ii ,I, I r--III .I,�=III-III FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 — — 4 • _ #5 REBAR w/ OPT. ' 1=1 I I —I 11=1 11= 11= I I —III— I I -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 L.: ate: 11� a d I � I:'v: •. 11''M SEEA/S30RJ/S6--" -ILII I11 �,li PI 11t11. FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %$' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7116" O.S,B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" p ELEV. -0'-3 1/2" z �31/2" MIN. A. F. p b CD D 74- II II II TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR / GYP. TYPE X @ EACH END {WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 11 (R302.11) 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS �31/2" MIN. / `31/2"(min . -4' I11-II IIIII-IIII- ITI-I - I I- -Tf�T (2) #5 CONT. -1) I�I f ITS lI II I T 4' 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP na SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" SECV01�_ PAS M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. -2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH z ,00 3 1/2"(min.) - 4" � - 1-1 TI 1=1�=1TI-iIf 11-f 111 I I (2) #5 CONT. �- 4„I I Tl� 1,�11�11�11 ...I F' U.N.O. MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�M� , INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ - APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] FIBERMESH #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi N z #3 & #4 LAP SPLICE D — GRADE 60 MIN F - 60ks TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V_0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (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 261 6x6W1.4xW1.4 N �: WWF OR FIBERMESH �, E FINISH GRADE 00 2 [ y- �] a -TrI 11=T D=T=T�=, ��- M .p D 25" MIN. LAP [30"MIN. LAP] g 1 I 1=1 I I I I D I I T=MY I—T T w I -III- I r 6 MIL VAPOR BARRIER -1 I I fl o ° I -T=1I =1I = O°Iji - ' I- A. T �) I �_ #5 REINFORCING BAR R 1 7/8 f=1 ff=1T1=11 I- r Z T -' I I 111=11T I I I I f1- I 1I I.- • jT`=1 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95%MODIFIED PROCTOR ASTM D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEAL4 INTERIOR A. -3 1/2" � .. d a" N CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN, SHEAR 180# MIN. TENSION 120#) CONCRETE 0? c N Tf=III= co 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 6x6W1.4xW1.4 N WWF OR FIBERMESH K S3 V 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 w v fl — ° - m (2) #5 CUNT. -(- I -T, I - 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8„ 1-4„ 8„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 314"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) FWWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN _ TOP OF BEAM 1V - - - SEE ROOF PLAN - -° v ° (2) HTS20 L AlFOR STRUCTURAL _ �, ,I ;-I-T= TIT .1 `-' ci BEAM SIZE & N 11 I ° a I CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ /S6 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J 4�-i`'4r' 8" z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 x SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION I J COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:314"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM, PLATE wl 1/4"x3" TAPCONS COLUMN TO PORCH SILL °' AT 8" O.C. MASONRY WALL AND PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w SIZE VARIES PER PLAN MIN. #5 VERTICALS M oo z GRADE JFILLED w/ (2) SOLID (SEE PLAN FOR=' =- w SIZE AND REINFORCEMENT) c� • - LU � U BRICK PAVERS or SLAB PER OWCn 00 = . �° • • -, = z z Q „ COMMUNITY SPECS U_ 00 -�I 0-0 FIN. FLR./-Mk OWN 9 ;,I I — w l - �I - �_ FOOTING v - 1.! BEYOND PAD REINFORCEMENT - 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K�`N SCALE: N.T.S. S3 N Q- U X r�S__ Z J ( r 5, s_- F5 ® �. L 4 • j s> w , t LU 9t �} >i1i 3?}35fA NA A. I •• r., r•'1 �iv •trY 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. W O-E < � o E' o�pxc 0 ci O ���u_ � Q '0�, C co, ax ` 9 � ; co a ai U) I- rL a LL W _ a Y Q aiMv � M LL u_ air rn Z v � O tIL3 19 �'�1�co 0 O_j _I.C� 0 ��rn -IL W cW a Z I � M Z 0 cD 0 pU U_Ivv) Z ❑El0 W o Z Z6 N z o � -o Q � r N z IICz o 4-,LLJ � m U O w o N Ly N = U) JK r6 U mP U o n c U)m -® o w M M p z U_ Q E E 8 �o wz >o �® oa I- Cl ¢� xV oa VK nO �� a E N< az o ¢o az w n3 Cy . m0 0 Oz z __ C � J wm QW to N 3 Q F 0� z z aZ �w z �~ Mj o co V w¢ za >° a0 M C: _ � >M J O mot' N m C:) (� d' CM Q CT Y m � Q � Lo O C:) `V Lo CN � Q T T ai m .T N N o z Z E N M `m tl E 0 _0 l U -1 Q 0 c J JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. S3 (MONO) I 3 v I N i M1 N C v c cn� 0 0 0 r` N 0 I N 0 0 Cr 3 N 0 i 0 E d E 0 c C J E2 0 U v U i 0 i :a a. z I Y 0 U 9 N 0 0 N N 0 0 C.0 Q m -o 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 DOUBLE 2x TOP PLATE ( )� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM —4 TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY 1 „ 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 WALL IS 1l2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR 11 WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ,'+ , ';' STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD = _ _ SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF 1 TO DRAIN Ct EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. SQ REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a a a o d Q a a a 8" STD.90•HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO U-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 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 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAILrp SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 1 V DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4. 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 rop a aARAGE IOOR vvvn i nn�n W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE wl SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. SIMPSON HTT4 TYP. Op00 U.N.O.4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 14 SIMPSON SP4 SIMPSON SP2 2X STUDS @ 24" O.C. A I 12 (TYP.) SEE ELEV. SIMPSONSP2 w/ 10d NAILAT NAILS AT EACH STUD SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" OIC UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 718" 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 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS ' @ EACH END FASTENED TO TRUSSES WITH 8d REQUIRE D COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING w O/C FIELD z T 2x TOP PLATE—/ 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20w/(8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENTL O.C. MAX. ROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 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) FTI1 FBI 91444li0i11j1 1 #5 VERT. IN CONC. FILLED CELL---- W/ STD. 90° HOOK IN K.O, BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL —� /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 k • SPLICE NAILS TOTAL) EA. SIDE OF Ag„ SPLICE STAGGERED • MAN ATTACH ALL EXTERIOR STUDS W/ 4b16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON (C l C P.T. ATE SIMPSON SP4 —t C allwrwly ar4 SP2 �nvtrwry SIMPSON SP1 SIMPSON SP4 10c ST J - M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 ------------- 4 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS `S �PSON SP4 LINTEL / TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ar4 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. aX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT DXIED A.T.R. t & NUT C O BOVE -OCKING 2) 16d TOE NAILS .A. BLOCKING ?X8 WALL ABOVE -_NTRY K.O. BLOCK W/(1) #5 CONT. & FILLED i8"X10" J-BOLTS 9 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED 4 STAGGERED TRANSOM FRAMING o o BEYOND. /—PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY-5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. N ti O cliC) N ; N M LL L : N --' M o M -0 Z C —_ a a) -� (n Cz q) E' • Q ®: m' L W C, c L]W 3 > :d w (_ E C R5 0 O =' O U'z,- -t-- > > T. 0 Lu /f q •�° •wa r Ceel �a- t0p"�{ zz'ppSg 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. to Lo W 1- I- Nv Q CooU c0eit —%LL O m J , V M cn�r° Ewa ? M C)d Y a; � �-1 a � Zz m c O L O O H W � � m N O co � � W rn = N (No �rn0 La a o0 LU) W ❑❑❑ M � z N M — a o z < Q � < J _ o_ co V) ^'W Z a `o 0 4 0 L110 o �V) (B N W Nis— � 8 III.. C)o m c u' , ® 0 co o M � w 9 co Z 4 J U_ a 65 o o¢ooO� Z s aE I o 'o co o o� E O " Hwo 2" Wz w ow mof(/) JLC � w g g�®V�z rZ 5$ Q w a V W � 3 U g a o oLL F r _ � o w< �o CDa= c r J M 0 lqt co co 0 L O CM T vJ ° m 0 04 OC-4 Lo N '1' N � Q r— T ui w N Q � vi N o z m Z E Cocn C a U _j ¢ 0 a) JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. S4 rn J w I 0 E5 Q N Cn Z 0 0 J 6 14 N i 0 i a N N d E E 0 C J LZ L U 0 v -ate U N O Z co I Y c ,o U J Ii (N� N N a O N N a N v a (!1 m 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 - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO 3 BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ $ 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. ABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. 'X BLOCKING 7/16" OSB SHEATHING r'ATTACHEDW/10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OSI 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS W/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2) 16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/CSPACED 2x4 "T" ON TOP OF PANEL (2)16d NAILS @ 48" O.C. INSTALLED PER MANUF. 1/2 x 8 J BOLT @ 48 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT W/ (4) 1/4"x1 1/2" SDS SCREWS TO MOIST BARRI R SIMPSON META12 W/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM URE E O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ T-O" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) W/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 51 2x4 #2 SYP BLK'G @ 16" O.C. W/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP CO SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 2' 1t " (2)16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT „ 11 (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW " (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE 2 16d NAILS () IN 2x4 BLOCKING @ 24" 2X4 L (D = 0.148 , L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUALO/C FIRST (4) ROWS OF 1 (2) TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN.A 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 9"YA" MIN 4FF M/q5 CROSS BRACING DETAIL SCALE: N.T.S. lJV1V 1 UL/'11\IIVLA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" ,NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANELS L BLOCKING, FASTEN WITH L 2X4 BLOCKING W/T 1 Odx3" @ 4" O/C (2)12d TOENAILS . 1 SECTION g SCALE: N.T.S. N.T.S. S5 \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA 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 BRACING w/ (3) 10d x 3" AT I = •\- 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.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS —VVIV I. DGiRIIVU "` GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION NMN5UN Sr2 W1 (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE 11 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 W/ NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB i SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS Ir TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. w LOU 0 o , C7 d- z o w d m - ¢ CD c� d- o ' 0 0 w — — — — o 1 Q O ,- >� ----W q o T z LU I NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ T-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 ( 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL 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 ~ co 0,4 CJ e�1 Ls- 0-, 'C N s CD c� cam, W :1W Lid n . .a . 0 � c tyl W 0 E, C ,W �4— Few CN r 0 541 ° .. L O 6 c� E+SS10� \*� lee y 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. Qv E o o to p°roo N N 0 0 rn c—, w a fq M v 11 a Y a �U U-3 a= Z ��°' Z° of sroo w �.�C" O J W in�O~?°' d ¢ ¢ Z W N z J N M of L')O IL Z.. O C) -j W W ❑U❑❑ (D�2` N 0 o zC) � z o � v J M d' p QWv);�' w O LU g �N 5 w H- J E fil Q 1.., l s co ®® ¢ N 0 o w M M J Q z z ¢ U- (6 E z o O z o ¢N V ¢o ❑a W¢ c�E CL XU OO �� O E o ro N O¢ a z < wo 0, w z -� C O Y U m � a 0, Z - C w 0 Q W ¢ Ocg Z a o man Q O u U y W SIM ti I., A � w z, U' 1 >° d zZ O > Ch O m C7 n, W L O r n� � U)4-1 I— O CNI CD CN L V r Ir— Em N � iri N o Z z co cc a E .. o 03 U Q p C a) JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. S5 %9 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION -- BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS / 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM PER PLAN a,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" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY C d. ..r a. e •'d a CV ° I I -I I I-1 1=1) f El - 6x6 W1.4xW1.4 I I=T .L1—rI I I —I I WWF OR FIBERMESHI I IITII I II i I I I II i f1 I I I I I_Ii 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 NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ❑w 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 � APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER JI`I-- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD w LAYER 1/8" THICK. —aT—INSULATION PER CHART ON FLOOR PLAN B R S6 S6 ETAL 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 U- v 4"x4" INSPECTION PORT AT = a EACH FILL CELL TYPICAL LU C/) AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE 1 I „1 I=l i I }—I 11— \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1 1'-8" TYP 2-STORY WALL SECTION ,1 REV.03.16.21 SCALE:3l4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2' NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O,C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "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 °O FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ' °P SEE FRAMING WEEP SCREED o z r PLAN • INSTALLED PER MANUF, K 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)1 Odx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR 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, PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSc 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 U. U. U INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSUREI[4 SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D a SECTION X-X IF uj NOT FULL HEIGHT SHEET C Z M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w [T x SOLID 2x o C BLOCKING @ ALL C SHEATHING O co EDGES(SEE OPENING SECTION X-X av C x w x E Lu 2x STUDS w BEYOND. SEE PLAN 0 O "-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM IAIAI I r"I I"'\/ATInKI nIAP%nAAA FLOOR CONNECTION g 3/8" S„ @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPA' FOR ADDITIONAL INFORMATION. S 314' SINGLE NAIL EDGE SPACING RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION —1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1U-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH d _4 a. 1 1= _:e re.: . •. a °. -I aLIM =1 I I I I i-1 I I-TI-Tr(= I I —TF— I i I 11 ICI 1 1 11 I- I (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. 1/2" ,2" DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 SFFp�n�O�L ~ 7� 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 y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END o JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT —j PENETRATE SURFACE MORE THANY8". H z @A NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z LL 2 @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O Q w @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. =n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL J LL F O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER y q O n @ F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ¢r OOu) z @G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL LL N w 0 O MEMBER IF GABLE END LL NOTE: 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". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 . INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / ,BEAM SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALLY——\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 1.4xW1.4 WF `t WWF OR FIBERMESH .0 A. :d a d d CV ° " d M - III� III_II q I11 III II 4 d e . M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON 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' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/(10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE ---7TT00 (3) # 5 REBAR ON 3" CHAIR 4" I V-8" J W/3" MIN. CLEARANCE 1 ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" i(� ADDITIONAL INFORMATION. S6 O r ' 0 s- C C', cn 01) 0 q` ay w. Z 4, " S •®e °LI E00�� 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. ti W v EEe,0 Co a O M U t op N N 0, # LL G aD xk W N �r-r-- w a N m y LL a X Q CoLLLL Wa Ilf 3: W Qz J7 0 o Wrn a vzmq O w 19 :K O M �JOQW � ¢aFZCoZC5 J L IL NMUp v W Z W z N to a z co N z a � Q � J o_ r` M V) z W U O r U o ��� ws w U , 0 0 c 0 �Q -cc0 N O 4I� o CO w M M U_ w 2 o S z 4 � 14E CU Q E 8oa w a� Z® N I_ I6 Qp X� oa 00 Do oz O E 20 az am<�rZw U)` � Z,w 0� Cn Q p azZN U � ire ¢0 oLL s F 3 o o v wF 5°3 �o a= E2 J >M O 6 0 E T C7 � O (ID �' M r :CT ^ Y v / CD I--- -2 +.j r*11 ..' 0 I� O O Lo CV Q N T m M O vi CN Z z M I a 0 a o JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 6'% VV/-iLL SE 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 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN a' AND �" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR Y/_Z 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST - //X/// 3YP CUT TO FIT NOT TOUCH STRINGERS \RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION L?ATTACH ALL COMPONENTS \�j2x4 SYP BLOCKING TAIR TO CONC. W/a' X2x4 PT NOTCHED INTO STRINGER FOR STRAP TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 wJ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) XATTACH ALL COMPONENTS 1x4 GLUED AND / \ OF STAIR TO CONC. W/a' X \ NAILED TO STRINGER / 2 4" TAPCONS @ MAX. 32" O.C. / I EW "A" SECTION VIEW "B" SCALE: 1" = 1'-0" SCALE: 1" = 1'-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)1OldxM/2" N I D NAILED TO FLOOR WITH GLUE (i4) 10d x 1 1/2" NAILS) STRINGER CONTACT POINTS \ / CTION VIEW "D" SECTION VIEW "E" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" /—T" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" INGER GLUED ) NAILED SECTION D—D 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED hNDRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:.' = V-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS All SCALE: 1" = 1'-0" 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) Is- SYP DRYWALL STOP MUST L2x8 NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING —H E SECTION VIEW _ SCALE: J" = 1'-0" -3/4 PLYWC ON DECK 2x8 SYP AND NAI FRAMING 2x4 DRAFT STOP 2x4 BLOCKI 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 GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" N VIEW SCALE: 2' = 1'-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED CONN. TO BOTT OF NEWEL POST PER CONTRACT F� PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. _ POST LET INTO _OCK DE ING ?X8 BLOCKING -OR NEWEL POST FO ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWEL POST BLOCKING SECTIO �.J 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 1 112" NAILS D ORL'_� 3 2X BLOC NG RIS R VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" C) O ch C3 X M LL_ CL Lrr Y � N L) 10 t;) '�>R o . 5'' /v t A ® 4;1 Is ut[tl . x C)ESSIO dO f •,+ 0111!0t01100 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. E to 00 a o 8 "'D m 2 # LJL 0 ,n 00ron sc w 3 a a U N o + d 0 a �tJiLL aw3 oaf Zoo[ CLLW Z wo If@ o ~ W W U) Cn a Z N Cl) Z M D O p U U cOn Z Li Ej El W z N c*1 00 Z QQN z O Q Q a N M 0 4 N U 0LUo V) �_ �N U C w m Milk U o o c Q N ®® e� ti C:::,r co w M M y¢ o3 z � _1 L.L a E w z a wz > - Q� za I— M O E z� U O F 00 � O N�o N z Z .W i ro ¢o Z s¢ m2 O I U �g Zr, ' >z �z T S� Z go :: w <0 a �w �k NLL _0 co a zla ° 3 .N 0 _ >M J 0 m m m 0 L C)(0 c'M i-� r It Qn C). Y r 0— vJ/ ) U o m 0 17%, 0 CD `V Lo N Q � T ci z . CV ' 0 N o Z M C d U aQ p JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. ST 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL p00R JAMB (REFER 1x4 ( UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT MAX,8" PROPER INSTALLATION ` DO NOT DO THIS ® 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ; APPROVAL FOR CONN. ��/,�'� APPROVAL FOR CONN. ! 1 X 4 APPROVAL FOR CONN. ! j; , /% 1x4 %� lx4 P.T. (2X8 #5 REBAR TYP, (TYP,) ® ' 3/4" PLYWOOD DECKING GLUED - ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" j, 3/16"� X 3" LONG '��� %' FURRING FURRING 2 ROWS 3/16" x 3-1/2"'' '"' 3-1/4" LONG X 3/16" 0 �// FURRING �ii, ��%-`� ( ) #5 REBAR ® AND NAILED W/8d COMMON @ D E AND 12' O.C. FIELD1x8 O.C., 2 ROWS STAGGERED ', ; ; TAPCONS (TYP.) , ,. , , TAPCON. INTO STAGGERED @ 16" TAPCON @ 16' O.C. & 4' ® P.T. FROM EACH END w/ MIN. LOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL , 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1 x8 w/ 2 ROWS 8d NALS �� 1-1 /2 DETAIL O 3 DETAIL TD. 90° HOOK (TYP.) STD. 90^ ® � \ @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. BOTH FILLSOCELLSHOOK (TYP,) FACE NAILS 10d @ TRUSS VERT. WEB 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. DRYWALL ��, '' ,� ' �' NOTE: SHEATHING EACH END W/ MIN. TO PRODUCT ! / / DOOR JAMB (REFER APPROVAL FOR CONN. % ii ' '' 2x8 P.T. w/ 2 ROWS 3/16 TO PRODUCT 2" EDGE DIST. O ® ® BOTTOM OF BANLAP D JOIST TYPICAL r" APPROVAL FOR CONN. (2) ROWS 3l16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 • /''�: ; O.C. & 4" FROM EACHFURRING ,, TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. NOTC @FIRST COURSE SIMPSON HGAM10KTA @ 12" O.C. 4" FROM EACH END w/ 4" F O 2x8 P.T. ATTACH SECOND PLY w/ +2 ® - -r-- w/ (4)1/4xl 1/2" SDS SCREWS EDGE DIST. x 2x P.T. AS REQ'D (2) ROWS 10dx3" ®® INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE ®® FIRST 2 COURSES _ +5^ BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FFILLED OUND PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A _ 16010 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT fir 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS P DESIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS SEE NOTE 1SB ° 112" DRYWALL * SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK • SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA ° 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE — ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. SCRIBE (NOTCH)N BACKSIDE TO FIT ARCH FACE OF ARCH W! (3)10d NAILS (BRACENBLKG NTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL F CHANNEL, SS NAIL w/ 5/16"HEAD DIA. @ 24' O.C. OVERHANG. L CONNECT W/ 8d NAILS FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\-2CONT ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4' MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'/i' WOOD ) () % OTE: FOROVER NHANGS LESS THAN 3/4" - NO REPAIR REM. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD. ARCH DETAIL � USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ , LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-011 51-01' SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PRODUCT APPROVAL) F CHANNEL FASTENED TO: CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK SECTION 1/4" x 3 1/4" TAPCON (1 1/4"MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE EACH GROOVE @ '0. EMBEDMENT INTO K.) B-B PER NAILING SCHEDULE ALL , ' /4" MAX 2 0 8 STRUCTURAL SOFFIT e' #5 BAR '�' 1'0„ °° p. ° CENTERED W/ 2 BLOCK HEADER SO LID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON S FO .' • e . ; 9 IN TOP - BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) ** SCALE: 3/4' = 1'-0" ( )FOR ALUMINUM SOFFITS WITH SPANS o e ' 1 X 4 FURRING 8d NAILS > REV. 09.23.2021 V-4', INSTALL MID SPAN BLOCKING PER KNOCKOUT / c4 THE SOFFIT FL PA INSTALLATION CRITERIA '- ;e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING - PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF PROVIDE (2) MIN. TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS •°. e' ° . SIZE AND REINF. PER PLAN Ili j l BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY AND SECTION DETAILS •' LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL ° 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. � 2 X 4 #2 SYP SCAB TO SIDE OF .o DIRT • � Z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 2kO�F *DOUBLE °FSTANDARD o BUILT UP PLWD. BUCK- RA/q 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. 0 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + O�ENG (2)10d NAILS 8 O.C. + Ty @ _ #5 BAR IN 1,0 TO FIT ARCH CONNECT W! , „ NOTE: IF TRUSSES USED) W/ (2) #6 X 4/z WOOD + TO TRUSS TOP CHORD FILLED CELL - 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX, RAID. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + V•s �., .�., �• �.� ._ �.� BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" + PLYWOOD SHEATHING .% INSTALL WDW, SCREW THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + sk ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K DESIGNED ONLY FOR THE SECTION @ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = 1'-0" TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH Qs") + SUPPORT SOFFIT 2X4 SYP . ®e SCALE: 3/4" = T-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °'®' CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL %TOP SEE ELEVATION SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS O SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL WITH MIN. COVER 6'-0" F SCALE: 3/4" = 1'-0" SS 00 (EVERY OTHER • < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP IL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE p 2 SEE SHEET D2 AND SIMPSON HTT4 wl (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n o ° ° ,,J -t 0 A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. ; ;: ;': - SEALANT _ =�=1(�NAILS u a r FLOOR PLAN FOR TO STUDS & 1 ( )-MORE INFO < a Q 1 DO NOT FURROW. _. .: —I I —� g—" =� (—III— I I 5/8 DIA. ALL THREAD ROD #5x6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ c �'=1 1=I 1- EPDXIED w/ SIMPSON SET �. z EXISTING FOOTING (2) #5x6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL —I ��� r EPDXY MIN. 6" EMBEDMENT & U) LO FILLED CELL T D NFURROW.o SMOOTH. 0 0 ° I I� 1=1 - -�—�( 3 MIN. EDGE DISTANCE `. c.r DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE o. o �_ . I I I SET BAR IN EPDXY :.. FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cv p REMAIN FREE OF MORTAR. NOTE: M z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r c TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT e ' 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION . MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK, SCALE: 3/4" = 1'-0" O ~ M N Q- Cv M IL CL cz N ) d fin, N gyp' 00 — 0 LLJ Ptill ,N1 0 V„v y �t.J Afi�N• :• t 7 ! /. y " "i'•s�0 N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E co co a o8 N^'* o m v Z'D W d H N2 LL C• Y J W j C Lu > J tl_. LL a a' Z0 0m O CLW o f W C2 O O0 J W��pjO' da¢ co a Z N coZ W cn O IL Z OU U— v M L2 z N M _ o 0 z z o � J 13 M N z y,3 W V O „-, g c LnLn ws c� ,,, s L = L N zlr.. U o N w �® ti o w M M i o z z W E zffi oLL > Qo Z© CU a w� O � oo 0, QO CV a a� wz 4% L wo 60 m0 a � of Zo U C LL a mw w �¢ �¢ =� J o w¢ >0 a °o > (� O rn L coO CY) � r u U T U m a--+ I� CV 0 O O N Lo CV Q E w M O Z f4 Z fN E CM U) ca a E 4ii 0 -j ¢ o v JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. SS 3 ,n I C> 0 a CD N v C cn 0 Q 0 15. CD r� N O I N 0 -d- v cn 0 .a Q N i a E E 0 v L� U �v 0 v U W .o i i z W N I i 0 9 a> LZ N 0 N C3 0 6 d N N 0 5 m v tr) I I I I — — — — — — — — — — — — — — — —J CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSUTP1-2014 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. _--z—WOOD TRUSS -i A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" 4I • < (2) #5's CONT. T&B w/ ` #3 STIRRUPS AT 4'-0" WHEN DEPTH 77 V__ EXCEEDS 0" 3GRADE . . - - CV ZZ 1 -4" PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: N.T.S. PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BAG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP '- • w z� PORCH: SLAB SEE Q- J N FOUNDATION PLAN w U) Z (2) #5's CONT. T&BLU W/ #3 STIRRUPS AT - n N z 11 4-10 WHEN DEPTH - T , EXCEEDS 30" _ _ LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. 2x4 STUDS w! SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A —A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS G.T. ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP CK SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL z O Q w J w LU III ° I I PORCH SLAB SEE OIL - e SLAB FOUNDATION PLAN r a LEVEL (2) #5's CONT. T&B w/ - z SEE CUT =- • ` CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0' MIN 3" x 3" WEEP HOLE SECTION FOR -- ALONG w/ PITCHING SLAB MORE INFO WHEN DEPTH EXCEEDS 30" 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFt EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE q 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ -- - -- 1 (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW 16 O.C. @ 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22�� SCALE: N.T.S. ENTRY PORCH SILLr16 SCALE: N.T.S. SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND a SLAB 1 1/2" -- - - • (2) #5's CONT. T&B w/ � 4" a ti ` #3 STIRRUPS AT 4'-0" a : , o PORCH SLAB SEE -- � - 7 WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" - - GRADE a a = z • N r 1 -4 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO MASONRY KNEE WALL MAX 3 COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 SEE ELEV. FOR W/ (1) #5 CONT. FILLED CELL VERTICAL EACH BLK HGT. REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I ' #5 REBAR CONT I @SLAB LEVEL I EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SIMPSON HUC410 w/ (14) L.SEE PLAN L. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 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/PON BLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT rA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A � A SEE PLAN FOR TOP 0+ F BEAM SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER q /- CENTER OF POST MIDDLE WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALLr7 SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD -TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. �. I ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2lD2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE. 1/2 - 1 -0 CDX PLYWOOD OR 3/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. RUSS/ ,dqTOP WAL "FSEE PLAN MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ 8" EPDXY ANCHOR OR 2„ J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT 4 —�1 dA ° a ° a 'A, ° a ° MAIN HOUSE °` SLAB d 40 ° (2) #5's CONT. T&B ° a w/ #3 STIRRUPS AT a 4'-0" WHEN DEPTH ° EXCEEDS 30" g 4 1. • ® F e 1'-4" SECTION C@ GARAGE MONO 21 SCALE: N.T.S. O o "' Q X LL [1- S Vtn d ',.co tA� �u O W-� -- .>>0�i,��11 0igy C' ti -• F. ,3 S 10 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. as LO W v E m n co 8 Q C O N m 0 N N of o N ri)�ti� �wco QaS m - LL °' Y J LLLL d W Z ��°' o 9 - o ~ w W ¢¢¢ ro�N� W 00 o v a Z LL N M Z W SQ O Q U rn U ❑�❑ Z W Z N M 0 0 z � a Q M N z Q) 0 (D -, r6 w � U O LUC) o � ) VN � Go U e L L � N o f• N to .4 d o � W a Z Z J LL C6 E c Wo z Z Z® 9 p<o� z o wo <o wZ ra CY - a U Nm m� o Oz Z z W 3 ow <w o Q Z T U a u� w _ W SS o¢ �z ti� 3 o Jz m¢ >° a c0 oa 83: c0 0 = Ch J O a; rn Cz T Cz L O t0 d' CM T Q U r a. U) m 4- � N O O O -0 o N � N Q T ai m - N � M iri N o z Z E m m 0- E .. U _j Q p c JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. D1 (MONO) COURSE FOR BASE SIZE (3) #5's EA. WAY i — — — — — — — — — — — — — — — —� (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS—, SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT 1 N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR AO SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS o� P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN OE 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 _ KNEEWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS B O INTERIOR HEADER 2 x 4 #2 SPF STUDS G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. AT 16" O.C. U.N.O. (2) 2x HEADER EXTERIOR HEADERS E F NP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. O STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 _ MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL Q BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE U 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7)---- 7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 9 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD \ PACK W/ 10d NAILS ` (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] 10 SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIC U.N.O. ON PLAN 2X CONT, RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS GIRDER/COL. CONN. OR 2 PLY GIRDER RUSS. SEE PLAN FOR ONNECTION. EE PLAN FOR CONN. ) - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I I NAILING AREA (TYP.) I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ 3" O/C A kTFN L9TF�8 �x� T . M�ti oo PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —y PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT: DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. :j 2xCONT.T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT —TFTTOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS wJ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) i ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR $ SCALE: N.T.S. ) co -O O l� M (D E cL L) , Lam- -0 �d Ul5 /Iv. ?'0 W NSA' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W vE �r- Q O c N i* l 0 Sn�on N onNo o Lu a LL Qojmv Y ca LL LL d LL, C1039) — O Y Z_2 L@o, OOw ' '@ iy (p m � J 1iLL W a WLL 0- rn Q a S z N M Z L O U vi c`ti Z p ❑❑❑ W z N M o� z Q o � J M N z CU � 0 4- M w U O N c Y �N c13 F- N U LU E f'^ U o N c Q o ®D N II� C w co M m o z z¢ � J Cd Q. E E U �� �� �o z® °� t`'3 �_ � o _ ° o E ro oa 0� aZ N 41) It wz oo <z m0 (O - N Yz ' m z w z a �z N Q o< z g0 az N W W U w oCD 'x C.D a x y O 7 (y) O qt 03 a) O M Q r o 0 m O 04 0) C)o N Lo N r T ai m 04 0 vi N o Z z E M Ca a.0 O a d _j Q C JOB NO: 22-02376 SCALE : AS NOTED SHEET NO. D2 rn 3 W 1 n oN J Q N v v 9 a CD O cn r` N 0 I 0 v v 0 i a N / a E co E O 0 c J Cn N t7 0 v c U U a U :a a z rn 6 c 0 v 0 LZ N N N v 0 0 a N 14 N N as v a cn Q 0 v THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF '' '' MASONRY WINDOW BUCK s 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCKALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WNDOW ) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO* BOTTO FLANG_ SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN _W u WEATHER ✓E BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ED FLASHING LASHING WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� \ 1 C SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) E AM SELF-ADHER 1'-4" PER PLAN 1'-0" PER PLAN I� SHOWER SEAT ri SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER ZK�T73�PZeI.[�7���1P►IN WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. / 7 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR ` approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No 15 asphalt felt shall be applied horizontally - with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, 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 I felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST ' appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING nViTA Jim CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER / Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB&HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �`o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO AD ESIVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAM/DMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A I FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO N( DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS ;AL FRAMING 2AL SHEATHING iAF PLANE WRB AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal x" lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing . Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1 /2" to 2" Above Roof Sheathing Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16 O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all O � r- M' O 0- C`I CL CIDo- M L � D tU CU D C U � (�1 W cy-, ( �_ w O J 'Alo N O CV CV CV CV 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. NN � W a v I n o U �E oo o' M N 5 N J CO y � 0)� J LL M M Q EI C �� ° u a- rNi v u- Y J a Zoo Z mc°J O r °o N o] W Z M Z _J Co� No Wa0 N M Z W Lo 0 U U p W U Z N n) o z m � o J z � �N U ° w � U 0 V) �N ,,, a � w w` U allLU L U o � �® ti w i� o z Z cu E E 8 z j oo Y N zo ¢� �® l..- rD XUU a< O 00 CD N �o �W wg U) ao z m° 0, Z Cf) J co I 7 QW m W N 0 o°� zz ao <�2 it E o w<co >° d' ¢T003; zIa .2 CD i � M � O d' cc 0 L r d- Y T (L, r� m (v O O IL f N <r r ui z 2T:' © N y N o z E CO CU a U Q p �� JOB NO : 22-02376 SCALE : AS NOTED SHEET NO. WP1 - `�`r u..4 . . '�. --t`iE41.�1R/G.a,'6:L'..tnK &. attcii':1-,..-4'��?1F:911°}Lfi�"RY•',�:Y, .US Nf":".�.w•J'A'_SN,M1'eyF}T`ii."Nk7�d»n1�Y�tiIbYh btaGrtaewvuu•�,.da-�a��u.,f,"., .w..w. z„r..nr..a i4lountitlg Brackets 00 Gauger . +11.2Ax4-112' x 2-12« TT Back Crass Support (Maybe cut to W)See AnOcir-Scheclule Bight Brat:ket(16 Gauge) Bolts 112' Lila. ANS Ga 4 i #T4 Self -Drilling y + Sir?84nJs A/C Illt t 4num Edge Hurrllane Strap (Typical: 3 in front) Washers Front Crams Support Self-Latkling Nuts (May be cut: to W) Let Bracktt 06Gauge) 014Self-DrillingStremThruBrackets & BackCross Support into A/C Unlit Bottom Side (Typic* 3 each side for hurricane use) INSTALLATION i, 1laata ltutn: innnio 4acticxae ors padm4tiAYi with r-lt tiaaraic-eac Auir BeNr Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail N*ei of 1211p/2921 code t or Data we Date Pertain Ono 'N" version Maaurauurer C.Ma'A Endlniar&License validated By Vailtleed Subrltltted FBC Auoroyal Approve0 Stairs Adlanatlon 2020 SmartVent Products, Ina, Micheal Graham Hennas F, Nwero P.E. Lacke B-den P.E. M612020 10192020 122612020. Approved Caregory: Scmclural Components (377) 441-8368 PE7377S (334) 300-1800 Subcategory: Products Introduced as a Result of infoiRismadventrAm Flew Tachnology c-lid rice Method: Evaluation R.epad lroma Florida RagleemdNchit.1 or. licensed Florida Professional Engineer - G"ItvAssurance Abbrovedfor Use Approved for Use Impact Duel L7 sw# Pmduot Madet.Number or Noma Product tlasaiapon Cataract Exp§atlan Bata in HINZ outside HVHZ Resistant Pressure 1 SmadVent Motic1#1540- 10 Dual Funcdm Floodand VentliaUan Vent 12/372023 Yes Yes NIA +10DA 100 2 f 6-5 SmanVer Model g154 ii .hat Function d V n la fa V - t 2d3t2023 Q Fun onFlood an a tl t n en 1 Yes Yes NIA +1 oo 1D !- 0 3 Smadvenn Made:#1540-520 Insulated Flood Von! 12'312)123 Y. Yes NIA +10D11 DO 4 SmadVenl Made1-91540.521 insulated Flood Vent 111.023 Yes. Yes NM +1ooAioo 5. SmarYOanf Mbdel i(154(}52k iS&q d Garagp Door FlgndVeN 12r3120g3 Yes Yes NIA .NIA 6. 5maHVent Mader#1540.570 Wood Wall In existed Flood Vent 1MV2023 Y� Yes NIA +100Atoo smartVent Maoei i11546574 14:5&4uct: Garage Dory Flood Vent 12f512023 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Bulding Codes and Standards Product Approval Application Detail page I "1 ifi412d2i Code ._ - - Entity or Data Cate Dare Pendmc 001. . Type version .Manufacturer Contact Enunner&Lipense Validated By validates submitted Fa3CAoeruval Ada -al .Status Revlslon 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Frost Lacks Bovden P.E. 01V102020 OSX19(2020 0820.2020 101132ow Approwatl Carsuary' Roofing i502i nzi 1511 PE-74021 (334) 300-1500 Subcategory: Metal. Rooting )shumatzedimmet:Wm Compliance Method: Method: Evaluation Report from a Florida Registered Archaeolor a Licensed Florida Professional Engineer ' P L#I76Y9 RH'P4aa%ts - -- - QuallryAssurance Apaovedtor Use Approved , for Use Impact Design seo# PCedIIM Mo0el. Number or Name PrOdUbt Descdodon Contract Exol atlas Dale In Ff_Y�7 outside HVHZ Resistant"asunre 1 @azal Motel Roofmg Systems DM06 C 100Na DMC 15DSS, DMC 175S, DMC 2p, 12Y31/2025 Yes No NIA 101-180 DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 2WA 25rzozz Garcia F_mtlUorf 2181 ,fie Date Pending Date Type Version Manufacturer Contact Enaltear&License Validated BY Validated sulim !tied FBCApproval Approved sSatus Revision 2020 Theirma-Tru Corporation Steve Jasparson Lyndon F. Schmidt P.E RyanJ King, P.E. 0415/2021 12F3112020 0422R021 061082021 Approved Category: Exterior Doors (800) Sd3-7628 PE-43409 " (813) 767-6555 SubCategory: Swinging Exterior Door Assiemb5es jasperson@tharmatru.co Compitance Method: Evaluation Raportfrom a m Florida Registered Architect are Licensed Florida Professional Engineer FtfflZa4s8,fE& ph adueta - - - - - Quality Assurance Approved for Use Anoroved for Usa Impact Desiah. seaProdu `ladet N u In bar or Name Product Destarletion Contract EKnlratlon.Date in HVNZ Outside HVHZ Resistant: Pressure 1 a. Therma-Tru Fiber -Classic and Smoath-Star Nominal 5&43$;8 8quot;irnpaat8,quot Opaque 12f3112022 No Yea Yas NIA Composite, Edge Rbergtass Single boor (tnawriglau wing X confguraton) 2 b. Therma-Tru Fiber-Classlc and Smooth -Shur Naminst 5843S8 "rrlpact" Opaque 12Y.i1/2022 No Yes Yes N/A Composite Edge! Fiberglass Single Door with Sidelites) (IntwyingMutisWrig; XO, OXa OXO ations mnfig J 3 c 'be-Classo and t . Therma-7ru Fi r Smoo h Gar I 6&#aS cA 2f 12022 Nominal ,8 "lmpa glint Opaque 1 31 N o Year Yes NIA Composite Edge Fiberglass Double Doorwith or Xa,ut Sidelites (InswmglOutswmg XXa OXXQ configurations) 4 d. Therma-Tru Fiber Classic and Smooth -Star Nominal 8&039;0 " lmpact" Opaque 12I3112022 He Yes Yes NIA Composite Edge Fiberglass Single Door (in6winglOut9wing X wmiguration) 5 e. Theirma.I m Fiber -Classic and Smooth -Star Nominal 8&939;0 "a mpact&quol; Opaque 12f31f2022 Me Yes Yes WA Sklei'() (1 torn n s /Out - :. XO. OX or OXO 9 svnng. configuraifons) 6 f: Them idi Fiber-Classio and Smooth -Ste, Nominal B&ff39;0 &qucti nghaaAquot Opaque 12Ya1i2022 No Yes Yes NIA Composite Edge Fiberglass Double Door win or without Sidalites (InswinglOutsw4ng; XX.a OXXO configurations) 7 g. Therma-Tru Fiber Classic and Smooth -Star Nominal e&1139;8 "a mpacti9quot; Glazed 12131T2022 No Yoe Yes N/A Composite Edge Fiberglass' Single Door linswrig/Outswmg, X configuration), 8 h. Therma-7m fiber-Clossio and -Smooth -Star Nominal 59p3918 &ziuotlmpact" Glazed 12f3112022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidehba(s) (Insveng/Cutsving; XQ; OXor OXO confgurations) 9 'i.Therma-Tru Fiber -Classic and Smooth -Star Nam inel.6'8&p timpact" Glazed IM112022 No Yes Yes NfA -Gempost Edge Fiberglass Double Dour withcr Y4thout Sid elites Onswingl0utswing XXa OXXO configurations) 10 and J. Therma-Tru Fiber -Classic Smooth -Star 1 Nominal eSO & uotl act not Glazed 9 l 12r31t2D22 No Yes Yes NIA ss Single Composite Edge Fiberglass in le Door S P g r9 9 (InsvAnglOutswMg, X oaemtiguratiDn).. 11 k.Therma Tru Fiber -Classic and Smooth -.Star Nominal 8'0"impapt" Glazed 12MI)2022: No Yes Yea NIA Composlte Edge Flbergl sas:Single Doorwith Sideliasul (Insvang/Qutswen9; XO, OXor OXO configurations) 12 1,Thermo-Tru Flber-Classic and Smooth-Slar Nominal 8'D"lmpaet" Glazed 12131t2022 No Yes Yes NIA Composte Edge Fiberglass Double Door with or vsthout Sidelites (IrtswinglOuEswfng. XXor OXXO mnfigura4ons) 13 m Therma-Tru Fiber-Classlc and Smooth -Star Nominal 6&H398 &quat;ihlpaat", Glazed Melded 1039t2022 No Yes Yes NIA Open Composite Edge, Fiberglass Single Door '(fn5winglDutswing XconflpUm ion) 14 n,Therma-Tru Ftber-Classic and Smooth -Syr Nominal 6R5&gmpimpact9quat; Glazed Molded 12f91/2022 No Yes Yes WA Open Composite Edge Fiberglass Single. Door -with Glazed Molded Open Sideliy(s) (InswinglOutsYAng; XO OX ar DAD conigumtione) 16 p ThermaTru Fiber Classlc and Smooth -Star Nominal 8'8 "impacMquot Glazed Melded 1213111(722 No. Yes yes NIA Open Composite Edge Fiberglass Double Doorviltn or without Glazed Molded Open Sidelites (I nswng/Oulswing, XX or OXXO configurations) 16 p. Therma-Ton Fiber-Claasic and Smooth-%r N m nal 8&939;6 &quol;l mpactliquak Opaque 12131=2. No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sidelites) (InmMng/Outswing. XO, OXar OXO configurations) - 17 q.Therma-Tru Fiber -Classic and Smooth -Star Nominal8'8"lmpaat", Opaque 1213112022 No Yes Yes NfA Composite Edge Fiherglass Double Door with or without Glazed Molded open Sidahtas (Inswngh7utswing XX or OXXO coinfiguranonr) Florida Department of Business & Professional Regulation Pa9a1 a Building Codes and Standards fla=1 Product Approval Application Detail Ci,� early w 29111 Data Pardon Dag TYoe Version Manufacturer Cgritact CroNneer&Utense Validated By Vand tea 9ubmItteg MAwrovid AADwQvd Status Revision 2o2o PGTInductries Jens Ro-"w Miami -de,, SCCO-CER Miaml-Dade BCCO-VAL 11A912DW i02612020 1124Y2320 Approved. Categciy; Exterior Doors (941)486-010a (786)315-259p 9ulaCategori: Sliding Extancr Daa Assembiles lrosawski�pgtlntlustnas:c tomplienca n arhod; Cerllfigebon Medi a Llating or, J: Lt(�b1:f133 rirpNucts Duality Assurai Amr yed for Us. �A ADProw fl far Use _ m1Daci V0610 Sapk Pradud Ij 1. Numhwat Name d65Ciiotion Prouct D Contract Exdtra[ion nals am HVHZ D field. HVHZ Resistant.' pressure 9 90D.55?0 (Le rge tersslle. lmpad) Vkryl akfng Glass Door a411442021 Yes Yes Yes NIA January 27, 2022 PRODUCT APPROVAL Sh PELC" I F I C"'ATION SHEET (2o22) 2 'dot dm inist tie, Code 9 72 please provide the i fon•natio and approval num bens on the building com nents listed below it As rewired by Florida Statute 553,84 and Fion rot � � � p a p � r>I n pp po they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures Exp, Cate Ale EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star ilt�i�l4(�IP�,- T;� FL1.1 + 6,. ? ,0/-67,0 psf 12131/20 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0468 + 7.0/-67,0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL 0470 +80.0/-80.0 psi 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40..0 psi 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38u7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/82 0 #11 15 (8 7) FL8248.3 + 1.0/-85.0 psf 12/31/2023 Wayne -Calton Series 8 0/8100/8200 #1123 (16X7) FL8248„10 +30,0/-33.5 psf 12/31/2023 Jayne -Calton Series 000/8100/8200 #1124 18 7) FL82 8..11 +34.4/-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Divislon of AADGf Inc 807r707;727,747tand 847 Single & Pairs of Doors FL11 37.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL239.2 N/A 7/301"2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1 2024 C. FL ED MI Windows and Doors Series 185 FL15349.1 +60.0/ 0,.0 psf 413/2023 POT Series 5520 F L243.5 NIA 4130/ 025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 POT Series 5500 FL281.1 N/A 5125/2026 E. OTHER 3. PANEL WALL ,lames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOF TS Fl Alside Solid anVented Vinyl Soffit y FL15272,.1 - FL15272:r2 +75.0/-75.0 sf p 121 1/2023 Alpha Aluminum, Inc. Solid sin.... Vented Aluminum Skit � ed FL18544 R5 +.. .. - 54,2/ 54.2 f psi 7/30i2023 C, OTHER 4. ROOFING; PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 6/2912023 C. ROOFING FASTENERS NOT USED D. ROOF VENTiLATORS Thompson Arch Metal Comp. Off Ridge Vents FL15918.1 - FL15918=4 N/A 9/9/2028 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomancor Inc DA-4 Exahust Vent FL77202.1 +97,5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/3112025 Boral Tile Saxony 900 FL7849.18 - FL7849.20 N/A 12/312025 F. METAL ROOF Drexel Metals, inc. DMC 100NS1, DMC 150SS, DMC 175S, DMC 200S1 DMC 5V FL17879.1 +0/-180 12/31/2025 5e SHUTTERS PANELS A STORM PAN Global ProtectionProducts Galvanized S teal Storm Panels FL150 8, - 7 1 FL15078,2 N/A 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Cann. see chart A O ANCHORS Tie Sim Strong -Tie son p g- see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1 999,.1 - FL1999.4 NIA 12/31/2024 MiTek industries, Inc. Truss Plates FL2197,1 - FL2197.5 N/A 12/31/2022 BER C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LV FPSL LSL FL8527.1 - FL8527,5 N/A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158A N/A 5/21/2022 (Commercial Concrete Products, Inn High Strength Concrete Lintels FL7774 NIA 512512024 r product approval at plan review. I understand that at the time of inspection these products, the followinginformation must be The products listed below did not demonstrate p t9duc pp p n p of p t r available to the inspector can the jobsite 1) copy of the product approval, ) Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 11252022 Code .. - Entity or. _ - ,Dole Date Pond Ina Dig. T-e Version Manufacturer Contact F.rualneer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2020 Therma Tru Corporation Steve Jaspersori Lyndon F Schmidt, P:E Ryan J. King, P.E. 07/23/2020 07M212020 07/2912020 IQM3t2020 App-W Category: Exterior Doors {800) S43.7628 PE-43409 (813) 767-6555 subcategory; Swinging Exterior Door Assemblies sjasp&r-n@th.rmatru,co CompiranceMethod:.Evaluation Report from a In Florida Registered Arehkact or a Licensed Florida Prorassional Engineer =470- 3priidliaBt - ' - QualnYAssurance Approved for Use Approved for Use moat Deslan Saon Product Model.Numberar Name. product DgserlaUon Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure 1 a.Therma-Tru )ben -Classic and Smooth -Star Nominal 6'8&quoklmpact&quoit Opaque 12131/2022 Yes Yes Yes NfA Compaste, Edge Fiborglass Single Door (In-AnSIOW-;ng X configuration) 2 b.Therma-TruRber-ClassicEnd ScrroothStar Nominal8':8"lmpact&quoi 01"aquo 12J3112022 Yes Yes, Yes WA Composite Edge Fiberglass Single Door with Sidelea(s) (Insvyn01Out5wfng; XO, OXor Oil* Configurations) 3 c. Therma-Tru Fiber-Classlc and Smooth -Star Nominal 8'6 "lmpaat&quol, Opaque 1213112022 Yes Yes Yes NIA Compost'Edge Fiberglass Double Doorwith or without Sidelites (InswibtV0uWMng; XX or CXXO configurations) 4 d. Thsama•Tru fi per-Classlc and Smooth -Star Nominal 8'0&quol;lmpact"e Opaque 12/3172022: Yes Yes Yes N/A Composite Edge Fibefglaas Single Door (Inswngloutsading, X configuration) 5 e. Therma-Tru Fiber-Classic.and Smaotfi-Stir Nommal 8'0 8a)uohlmpact&quoit Opaque 1213t12022 Yes. Yes. Yes N!A Composite Edge Fiberglass Single Door with sdalte(s) Onsw+,nglOutp a ng; XO, OX or QXQ configurations) 6 f. Therma-Tru Flber-612ss1c and Smooth -Star Nominal 8'0"lmpact&quol Opaque 12f3l/2022 Yes. Yes Yes NfA Composite Edge Fiberglass Double Door with or without Sidelites (InswingJOutswing, XX or OXXO canfigurahans) 7 g.Therma-Tru FibenClasslc.and Smooth -Star Nominal 6'8'"lmpact&qu4 Glazed_ 12i3112022 Yes. Yes Yes WA Composite Edge Fibargiaas Single Door (InswinWOuiswing; X configuration) 8 h. Themta-Tru Fiber -Classic and Smooth -Star Nominal 8ň" Impact" Glazed 12/31/2022 Yes Yes Yes WA Composite Edge Fiborglass Single Doorvith adelee(s) {insy,AnglOutsuuing; XO, OX or. OXO configurations) 9 ma i� TherTru Fiber-Classoand Smooth -Star Nominal OX9:8:"lmpact" Glazed 1213112022 Yes Yes. Yes NfA Composite Edge Fiberglass Double Door with or without Sldeldas (hawing/Oubw;Ing XX ar QXX¢ configurations) 10 J. Therma-Tru:Fiber-Classic and Smooth -Star Nominal8'0 "lmpact&qu01; Glazed ivol 2022 Yes Yes Yes Nix Compasite Edge Fiberglass Single Door (InsvnnglCutswiig- X configuration) 11 k. Therma-Ton Fiber -Classic and Smooth -Star Nominal 8q; 0:"lmpad" Glazed 12f31R022 Yes. Yes. Yes WA Composite Edge Fiberglass Single Door wath Sidelite otes 4ngiOutswing; XO, OXor OXO confiaurafions) 12 I. Tharnm Tru fiber -Classic and Smooth -Star Nominal 6&09;08iquot;lmpack&qua(; GiuW 1MI12022 Yes Yes Yes NTA Composite Edge Fiberglass Double Door with or without Sidelites.(InswinglOutswing' XX or OXXO configurations) 13 m,Therma-Tru Fiber.Classlc and Smooth -Star Nominal 6',8"1m0act&qucl Opaque 12131/2022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door nith &quakNon-Itrmpact8quot; Sldell ei(e) (InsvanglOutsvring; XO, OX or OXO configurations) 14 n. Therm-Tru Fiber-Classlc and Snopth-Star Nominal 6'8 &quct;lmpacmquot Opaque 12131/2022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with "Non-Impacd" Sidelites (I nswing/Outsai raj; OXXO configuration) 15 0. Therma-Tru Fiber -Classic. and Smooth -Star Nominal 8Ɔ ":lmpaot&quct Opaque 12/3112022 Yes. Yes Yes WA Composite Edge Fiberglass Single Doorwith ",Non ImpadB.quot hyldelite(s) (Inswing/Outswing; XO OX or OXO configurations) 18 p: Therm.-T. Fiber-Classlc and Smooth -Star Nominal 8&it39;0"lmpact" Opaque ID31 M22 Yas Yea Yes WA Composite Edge Fiberglass Double Door with &quol;Non-Impad&quat; Sid Ite,(I nsMng/OutswA ng; OXXO configuration) 17 q.Therma-Tru Fiha-Classic and Smooth-Skar Nominal 6'8"Non-Impad" Opaque. 12/31P1022 Yes Yes No WA CpmpasaeEdge Fiberglass Single Door (Insw9ng10utsving; X configuration) 18 r. Therma-Tlu Fiber -Classic and Smooth -Star Nominal8':8 "Non-Impact" Opaque 1213112022 'Yes Yes No NA Composite Edge Fiberglass Single Door%vith Sidelre(s)(InswinglOutsaWng; XO, OX or OXO configurations). 19 a.Therma-Tru Fiber -Classic andSrroothStar Nominal 8g;$"Non-Impact&quct,Opaque IPJ31J2022 Yes Yes No NIA Composite Edge Fiberglass Oaunls Door with or without Sidernes(InsvnngJOutsving XX or OXXO Configurations) 20 t Therma-Tru Fiber -Classic and Smooth Star Nominal8RD dquet Non-Impact"a Opaque 12131J2022 Yes Yes: No N/A Composite Edge Fiberglass Single Door (Ins,insfoulswing, X configuration) 21 u.Therma-Tru Fiber -Classic and Smooth -Star Nominal8'i0 aquot Non-Impeomquot; Opaque 12/31Y2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelie(s) (Insw"is Outhvrng; XO, OX: or OXQ conflaur itions) 22 v. Ther-J. Fiber-Classicand Smooth -Star Nominal8'A "Non-Impad" Opaque 12131=2. YeE,. Yes No NIA Composite . Fiberglass Doubt r tb- r posh Edge,F erg. s Double wA a without Sidalites (InswirigfOlutswing XX or OXXO confl urations 9 ) 23 w Therma-Try Fiber -Classic and bmooth-Star Nominal 8'8 &quQtNen-Impacl" Glazed 12/311=2 Yes Yes No NIA Composite Edge FiberglassSingle Dear (InsvoingfOutswfrig; X configuration) 24 x Themna-Tru Fiber -Classic and Shtooth-Star Nermnal 8':8 "Non-Impact" Glazed 12/31/2022 Yes Yes No NIA Compost Edge Fiberglass Shale Door with Sldellte(s) (I WngiWsW ng; XO, OX w OXO cronfigurations) 25 y.Themni-Tru Fiber-Classlcand Smooth -Star Nominal 6'8&quat;Non-Impaat" Glazed 12r3112022 Yes Yes No WA Comppshe Edge Fiberglass Double Door vAthor without Sidalites (Inswing/Outswing, XX or. CXXO configurations) 26 z. Therma Tru Fiber-Classlo and Smooth -Star Nominal 8'0"Non-IrnpaCtsquot; Glazed 12131J2822- Yes Yes No N/A Composite Edga..Fiberglass Single Door onswing/Outswi ci X configuration) 27 za.Therma-Tru Fiber -Classic. and Smooth -Star Nominal W39;0" Mon-Impact": Glazed 1213f12022 Yes Yes No NIA Composte Edge F barglasSingle Dopr with Sidete(s) {Inswdfg/OutaW%- XO, ox. OXO configurations) 28 7b.Thera-Tru Fiher-Classic and Smooth -Star Nominal8&08quotNon-Impact&quat Glazed 12131121322 Yes Yes No WA Composite Edge Fiberglass Double Door Wth or without Sidelites (Inswirgl0utswing; )Xor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel ore 1Wool Coda Entity r Ogg Dat s Data Penal. Date 1 e Version al-f-b"ar r" aIXt Enoinear&Uteri, Yiandamd BY validated Submldeil PBCAaoroval lborar-d Status Rex4san 202a MI Windows and Doors Bftntatincer Luis Roberto tomes Steven M. Ullch, PE 1010E2020 1ib'062020 10n92a20 12/152020 Approved Category: Exterior Doors IT171365-3300 PEE2514 (717)317$454 subCmegnry: Sidling Exterior Dow Assembles bsininger�mimde.com Compliance Melli Evaluation Report lrom a Florida Registered Architect are Llcansed Florida Professional Engineer Ptift$332•1i6 products= 11 ou at"Ir Assuranda APDroved for Use Approved for Via Impact Design -Q 0 Protluct Motlel. Number or Neme Product DerecUodon contract Expiration Date In Ill outside HVHZ Resistant Prom,. 1 SERIEB 420ALUMINUMSGD SERIES 420 ALUMINUM SGD OHO 127312024 No Yea No NIA 14S3F1&quptxSO&.quot NONAREINFORCEO 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUMSGD OX. XO.XX 121312024 No Yes No N/A 968qudp8aquot NON-REJNFORCED 3 SERIE5420ALUMINUM SGD REINFORCED SERIES 420ALUMINUMSGD REINFORCED OXO IZ-3112024 No Yes No WA 14`.r3f4"x.96&qua: 4 SERIES 420ALUMINUM SOD REINFORCM SERIFS 420ALUMINUM SOD RENFORCED OX. 12v31i1024 No Yes No WA XO XX96&-quQt;z96&quo1; 5 sERMS 42CALUMINUM SGD REINFORCED SERIES 2DAL lU D 4 UMIP MSG REINF.ORCED:XXX 12f3112024 No 'Yea No. NIA 143&g4ohe96&:quoq Code Tl Verslon Manufacturer Revision 2.020 Wayna-Daum, a d isron of overhead Door Corporation Category: E.Iari. Doors Subcategory: Sectional Extarcr Door Assembles Compliance Method: EYaiugtian Report fr... Florida Registered Archltector a Licensed Handle ILAW O.A20 Professional Engineer Products sea # Product Model. N imliff or Name 3 8DD0181D018200Y1105 10 800078100/a200 #1123 11 80001810D/8200 #1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft IM/2021 Entity ar IMs ,�.£ Data PanMno Nona confect EtlnnYreer &License Validated By Validated Submitted FBC Amroval Approved Status Dwayne Kwnish John E. Sceles Jeffrey P. Arneson, P.E. 10/122020 092g)2020 1023/2020 12/15/2020 Approved (330)763.8121 PE-51737 (904)821-5200 dkomishfilwayne-daiton.c an Ouatlty Assurance Approved far Use Approved for Use lan.-I Diamn Product Descrlptlon Contract Exolratlon Date In HV11Z Outside HVHZ Rey"It Pressure 9&d39; Max Wfdl h. 14' Msx height. Glazing i 2nl2023 No Yes Yes +31.001-35.00 available In top or intermediates dlon. oP e 188439 Mex width 148aX39:Max het ht Glaain g 9. 121312023 No Yes Yes +30,09/-33.50 available 1n top or intermediate section, I a 184-i/3T Max wrath 148K1e: Max height. Glazing. 12l312023 No Yas Yes +34.401:3d.30 availeblt into, or intermediate siictlort. Florida Department of Business & Professional Regulation Building Codes and. Standards Product Approval Application Detail Page 1 of 1 1 V2021 Cog Equity on, ae Did. De%Pending Date Type version Manufacturer Cwdx Enalnaw& Licmtse Vaadaled By Validated SWunitted FBC Apomyal A status R-mion 202C Curries Divisien dl AADG. Inc, Tors Rattay UL LLC Troy Bishop. P.E. 12102020 121012D20 12J212020 Approved Category: EXtenDr Doers 1841) 494-2813 i954) 947-0880 "Category: Exteror Door:Cgnponents tan.rettay@eeseealGJ.ca Compliance Method: Certification Marc or Listing rn GualltirAssurance Aporovedfor Use Approved for Use Impact- Des r Soo # P otluct Medal: Numhar pr Name Protluct Desaiaian Contract Emua[ian Data In HVHZ Outside HVHZ Resistant Pressure 1 (i0r. 707, 127; 147, 757, ?77, and 847 Single antl Pairs or' Flu tiGlazed, and Louvered skmgl antl pairs ay Yes Yas Yes NIA Doors hollow metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 1+52D21 code Entity or Date nets net. Pending Date Ttm Vedsfan Manufacturer Contact Ertel-, &License validated S, vat doled $ubmiaed FBC Approval Apomyad Status Revision 2D20 MI YJndora and Doors Brent Sltiingor American Architectural Steven M, Urlch. PE Iill7f2020 1911 W(120 11127J2020 Approved Catagory:.WndoW9 1717)365-3300 Manurecturers Ass ilibipn (71?)317-6454. SubCategbty: Single Hung haltlinger�mrr,d:com Compliance Method: Cotilcedift Mark or Listing Dual7ly Assurance Apordyed far Use Aoarpyed for Use I - act Design $ea# Pratlutt Model-NLlmbir or Name Product Dmi'lpaon Contmet Evlratlon Date InHVHZ Gu ice, l Resistant pressure 2 165 SH 52x72 FhPange Frame G)SG Single Hung 1 D/082023' No Yes No +6of-60 Laminated Glass N N to CCS > p U r U =3 N CL ". 70 L.L C}I _I...d 4r N 70 cot U O � •� p ICU o O � U_ ".- cot 0 CU O ca- ca. vJ Q Z Z W J C)9 C%AC%A 1� i1�0 UN Cox ®� ly c) L V CU 0 CU clj }a a C Q C Q 0 M r � U N U w UJ _> U Q- -0 I^ E 0 to 0 0 > > ® W E W _ C/ v / O CL O L U O Cn U m CL O W a � z Z Q J SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page of 1£252D22 Code.. Entity or. Daft Date Date Pendlno Date Tube :Version Manufacturer Contact Enolneer&License Validated Hv Validated Submitted Pao Approval Atudeved Status Revision 2020 Therma-Tru Corporation SteveJaspers- Lyndon F..Sdimidt.P E Ryan J. King, ...P.E. 10107=1 OW1 W2021 1(viBr Q21 12.MSM21 Approved Category. Exterior Doors '(BDO) 843 7028 PE-4340@ (613) 787-6555 BubCtata9Ory: Swinging Exterior Door Assemblies 8jaspersorkiiiihermatru.co COMPilance Method Ereluatien Report from a , in Registered Architect w Licensed Florida isle' Rt7 Professional Engineer Ana " , <, - ;, ; , . ". ,r. .,. ltiDt , _. 1Dtuallim Assurance Approvedfor Use Apgmvedfpr Use Impact Oesion S.eg# Product Model, Num be or Name Prod out Onto ripit on Contract Expiration Date In HVHZ Outside HVHZ Resistant Preasure 1 aTherma-Tru Fiber Classic and Smooth -Star Nommai88098"Nan-Impaptilquot: Opaque In112Q22 No Yes No NIA - Composite Edge Fiberglass Single Door (I nswnigtOutsvnng, X configuration) 2 b. Therma-Tru Fiber-Classb and Smooth -Star Nominal6',8 &qua;Non-(mpaod1quot Opaque 12131/2022 No Yes No NX Composite Edge Fiberglass. Single Door with Sidelse(s) (InswinglOuthving; XO OX a.OXO conf gurvlions) 3 a Thelma-Tru Fiber-Clsssloand Smooth$Yar Nomir,al68R39 8 &gsxt Non.lmpact" Opaque 1213112022 No Yes No NIA - Fiberglass Composite Edge Double Door witri or Wthout Sidelines (I nsunnglOutswing: XX or OXXO configurations) 4 d. Tharma-Tor Fiber -Classic and Smooth -Star Nominal 78M9 U",Non-im otot8quot; Opaque I=V2022 No Yes No WA Composite Edge Flberg lass Single Door (Iravoing/Outswing; X configuration) 5 e. Therma-Tru F,bar-Classic and Smooth -Star Nominal 784/39,0&gwL..Nan-Impaaf" Opaque 1V3112022 No Yes No NIA Composite' Edge Fiberglass Single Door with Sideltte(s) (I nswinglOutiWrig; XO OX Or OXO configurations) 6 I, Thermse-Tru Fiber -Classic and SmoothStae Nomhtail:8 0 "Non-Impact". Opaque 12131/2G22 No Yes No N/A Composite Edge Flberglam Single Door (IngivOnglOut.swing; X coffiguration) 7 g•Therma-Tru Filoo,Ciassic and:Smooth-8tar Nominal %#590"Non-Impact" Opaque 12/31/2022 No Yes No NIA Composite Edge Fiberglug s:S ngla,Dcor with Sidelde(s) (InswinglOutawm9;.XO, OX or OXO configurations) 8 h. Therma-Tru Fiber-Ciasaioand Smooth -Star Nominal 8'0&quat;Non-Impact": Opaque 12/aV2022 No Yes No WA Composite Edge Fiberglass Double Door vbth or o-dlhout Sklelites (I nsw1ng1Out5Mhg; XX or OXXO configurations) 9 j-Therma-Tru Fiber -Classic and Smooth -Scar Nominal SƎ&quat:Non-Impact" Glazed 12131/2022 No Yes No NIA Composite Edge Fiberglass, Single Door (InsWiilg7Outswmg, X configuration) 10 J.Therma-Tru Filler -Classic grid SmoottFStar Nominal6',8"Non-I mpacmquot. Glazed 12/31f2022 No Yes No NIA Composite Edge Fiberglass Single Door with SIdeIMe(s) (I n.W.WOutavAng;. XO, OX or OXO configurations) . 11 k ThermaTruj Fiber -Classic, and Smooth -Star Nominal B8,3quot;Non-I mpact" Glazed 1213W2022 No Yes No: NIA Compoeifa Edge Fiberglass Double boar with or without Sklelites (InvaInglOutswing;, XX Or OXXO oonAgUretlons) 12 I.Therma-Ton Fiber -Classic and Smooth -Star Nominal 7MO;O"Non-I mpae3quot Glazed 12/3112022 No Yes No, NIA Composite Edge Rbarglgse Single Door (InstvinglOutswing; Xconfiguration) 13 m.Therma-Ton Fiber-Classicael Smooth -Star Ngminail-7&k39;0"i;Non-Impai3" Glazed 1213112M No Yes No NIA Composite Edge FiberglaesSingle Door with Sidelde(e) ,QnavunglOut.ovir g; XO; OX or OXO cantigurations) 14 n. Therma-Tru FiberZi.itslc and Smooth -Star Nominal S'D&quo1,;Non-Impe,t" Glazed 12/31=22 No Yes No NIA Composite Edge Fiberglass $Ingle Door pnsoartWutswing;. X mnfIguration) 15 o. Therma-Tru FiberClassicand.Smooth-Star Nomnal 8Ɔ"Non-1 moacAq-0; Glazed 12/3112022 No Yes No. NIA Composite Edoe Fiberglass Single Door with Sidellte(s) 0-MnglOiitswing: XO, OX crOXO configurations) 18 p. Themse-7. Rbso�Classic and Smooth -Star Nominal1B8#39;0 "Non-I mpactP,quot Glazed 12/3112022 No Yes No NIA Composite Edge Fiberglass Double Door Wth or without Sidelitcs (lnswmtj/Outsvwng;;XXor =0 Configurations) 17 q. Themla-Tru Fiber -Classic and Smooth -Star Nominal-8'8 "Non-Impad", Opaque 12151 M22 No Yes No NIA Composite. Edge Fiberglass Sing le. boor with Transom (Inswi nglaulsW ng; O/X Configuration) 18 r. Therma-Tru Fiber-Clamiu And $mooth-Star Nominal 68#398&quat,Non-1 mpact" Opaque 1213V2022 No Yes No NIA Cormp-re, Edge r1b.rgtess Single Door with Edelite(s) and Transom (Ir svring/O.tswmS; OfXO_ 01OX or OfOXO conrguradors) 19 a. Therma Tru FiberLiasslc and Smooth -Star Nominal 8Y,8"Non-Impact9quok Opaque 12131f2022 Nc Yes No, NIA Cornposde Edge Fiberg law Singly poor with Sideline(.) (Ins rir9/OutsWng; XO OX or OXO Continuous Head and Sill confguratons) 20 t. Therma Tru Fiber -Gawk and Smooth-Shar Nominal 88-43SO8quot Non.Inrneact"e Opaque 12131/2022 No Yes No NIA Composite Ede Fiberglass Single Door with pc, g e 9 Sdelite(s)- navvinglQutsvring; XD, OX or OXtg Continuous Head and Sill configurations) 21 u. Therma-Tru FlbenClassc and Smooth -Star Nomina1889f3S9 pgwrNon-Impsot&quok Glazed 1213112022 No Yes No N/A. Composite: Edge Fiberglass Single Door with Sldetite(s) (InsvAng/Outswing; XO, OX a OXO Continuous Hod and Sill:confiouretiom) 22 v. Therma-Tru Fiber Classic and Smooth -Stet Nominal 'S& 0"Non-Irnpayt8quok Glezed 12)31/2022 No Yes No. NIA - - Composite Edge Fiberglass SingleDoorwith SIdeJGe(s) (InsWrglOutsvArtg; XO OX or OXO Continuous Head and Sill configurations) 23 w. Therma-Tru rlber-Classic and .Smooth -Star Nominal 8g'8 " Non-Impaa&,quot Opaque 1.2131/2022 No Yes No. NIA compete Edge Fiberglass Door Panels Wth Vented Sldelrte(s) (InsvangiOufswng; XX XXXor XXXX confgurabons) 24 xTherma-Tru Fiber-Classicarld Smooth -Star Nominal 8'D&quorNonlmpact" Opaque 12131f2022 No Yes Na NIA Composite Edge Fiberglass Door Panels with Vented SdeMe(s).(InswmgfOuiswing, XX XXX or X)= confgurationa) 25 y. Thenrr Tru P ber•Classlo:and Smooth -Star Nomlmal 6&1F39.8"Non-Impael&qugt Glazed 12Y3112022 No Yes No N/A, Composite Edge Fiberglass Door Panels with Vented Sidelite(s). 0-ovinglOutswing XX,X)O(or XXXX: ocnbgurations) 28 z. ThermaTm Fber-C.lassicand SmoothStar Nominal 8&'0"Non-Impad&quo: Glazed 12)3V2022 No Yes No NIA. Composite Edge Fiberglass Door Panels vAth Vented Sldelite(s)(InsrMngJOutsvMg XX, XXX or)OOCK configurations) 27 zit.Therma-Tru Fiber -Classic lehd Smooth -Star Nominal 6SJfS9.8" Non-Impact8iquotGlazed. 1213112022 No Yes No NIA Compete Edge Fiberglass Single Door with 3&N3S;0 Sideihe(s) onswwnglO.1swrig XO„OX or OXO :configurations) 28 zp;Therma-Tru Fiber -Classic and Srrooth-Star Nolnrnafb' 8 &quct Non-Impaot" Glazed 12Y3UM2 No Yes No NIA. Composite Ede Fiberg [am Double Door with 3':0 Sidelinit e. (InsvringlOutsvin9'r OXXO configuration) 29 zc. Therma-Tru fiber-Classioand Smooth-5tar Nominal 88:fi39;0 &qugt;Non-Impaol8tquot Glazed 12t3l/2022 No Yes No NIA Composite Edge Fiberglass Single Door with 39939:0 Sidellte(s) (Inswing/Outawng, XO, OX a OXO configurations) 30 -T FberClassi and zd iTterma nit I a - Nominal 88#38�0& ua Non -Ion uct Glazed ... q,. t page&q - 12131/2022 No Yes No NIA Cornposre Edge Fiberglass Double Door with ... 9 9. 3&939tO51delltes (msSNnglOutawing' OXXO conk uration g ) 31 ze. Themla-Tru Fitter-Gassmand SmoothStar Nomkral7'0"Non-Impa¢i" Shaker 12ld112022 No Yes No N IA Series Composite Edge Glazed Fiberglass Single Door vAh or without 19#39:2 Sidelita(s) (InevenglOahowing X OX.. XO or OXO'configurations)' Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pegai of 1/7/2021 Code Entity w one R* Dote Pension e Type Versio Manufacturer- C' - Engineer&LlperGe Validated By. agitated Rtiated Submitted : Pau Aooneval Aaamvetl States Revision 2020 L'wmn.o i Jolley Je - L. Bucks P.& Ste M. Udeh PE Kph nit ,ley m w. pen it23. 20 123!'202 : ti 9P2020 11 20 1 0 2 ding:FBC Ap , PP Category: Roofing (501)9838163 PE-31242 (717)317-8454 - SLbCategory: Reuling Aecesscdes that we -an kjelleysitIhananso.com Imegml Pertofthe Reuing System Compliance Method: Evaluation Reppd from a' Florida RegiateredArchhect or alkalised Florida Proiesalonel Engineer "Gy17 - e Prgdf'cis f g3R :. ' 11 "" QuaBty Assurance ter Use moved for Use Approved A I Desl n e5 0 # Product Model. NrNtar or Name Product oas ld.11- Contract EX,I,Vion PA. nl HVXZ Outsida HVHZ e�pt Ft , 1 Deck-Air"DA-4 or 7R1-Built Dade -Air DA-4 Lws Profile, Potypmpylene.Pleatic, Rant Vent 1211VM25 No Yes No +g7.5P97.5 Mechanically Attached to plywood Deck. Florida Department of Business & Professional Regulation Page I aft Building Codes and Standards 102021 Product Approval Application Detail E it M or ate 7>at. Data Pern irw TYM Version Manufacturer Contact Enoineer &License Valldareo By Validated Submitted PBC Approval- A,AVpOv{g Boom Afiimration 2020 PGTlndastras Jens. Roaowakl M.rri-Dade BCCp=CER Mmml-Dede BCCO-VAL 11i05P202U 11105 020 11(11f�d,20 Approved Catagary Wind- (9411480-0400' (766) 315-2590 Subcategory: tgmft Hung )rosowsldtgpgdndusmeac Compasnpe Method: Cerdfcation Mark or Listing an FLA23g-R?alersA lets „ , duallty Assume* Agomyadf-Us, Agoonvadfa Use lmoset Do%[ - Sea 0 Preguet Model Member Or Name Product Deseriodon Contract Expiration Date In HVHZ outside HVHZ Ro"art Pressure 2 aHi500 rLa ge Fissile toped) Ver)4 Single Fling Windt- 0711012025 Yes Yes Yea NJA Florida Department of Business & Professional Regulatim Paget art Building Codes and Standards IFM21 Product Approval Application Detail Coda ErNiN or Data [We Dot, Pourell n Data IY2 Version Manufacturer Conte t Engineer & Us- Validated av Submitted FBC Awtovat Ad---d Status Afirrnatlon 2020 PGTlndustrles Jehs R-ski 9-&Dade BCCO-CER Miami -Dade BCCO-VAL 11105)2020 1iW12020 11/11/2020 Approved Category: Wind.- (991)486-0100 (In) 315,25N, - Subcategory: Fired )rNeysklilpgondUslreac Compilarealiemod: Cutrfeation Mark or Using opt -.. Fraductk . - f l ., ,. '� . -. ... ,., ,. : ... Ouaidv Assurance Approved for Use Aopmvedfcr Usa. ct. @]@� 1 Dos gn SSo ,E Prpdrrt Motel. Nnmberw Nam; Product Description Contrast, ExviratlonCato in HVHZ Outside HVHZ Resistant Praaaure: 5. PW-5520 n-orge Missile Import) Mr,A Fired Wind- 04/302025 Yap Yes Yes N1A Flodda Department of Business & Professional Regulation Building Codes and Standards P roduct Approval Application Detail Page off 11er2D21 Code entuv ar D_ia ,0 Ile- DAFp Pendlnd. Date. Type versim Manufacturer Contact Engineer&Licansa Validated By Validated aTided FBC Approval rAoo .dye status R-talon 2020 James Handle Building Precincts. Inc, Chad ocrels V. Andrew Tan John Southard, P.E. 01105t2021 12Ai42020 ovoe/2021 ding FBC.Appr, category: Penal Walls'- (Win 545-6350 PE-81862 f352)367,2526 subcategory: Sldind chad.dlenck &amesh.rdl Compllante Method: ENaMatlm Report from a e.cgm Florida Registered Architect ore Licensed Florida Professional Engineer 11 .F-' 048. 1rd ct f 2. Pr u s - _. ",'11 .. .. ". 's;,'. -. ".. - �_ I c.D�1 ":.. +unity Assurance Appto"dfor Ose.: Approved for Use Impact sea A Product Model. Number or Name Product Descrkition Contract Ex"lon Date In HVHZ outside HVHZ Rand-Mli lenissure 1- Campiank Lap:Siding iiber-cement lap aiding 12£312023 Yes: Yea N/A NA 2 Handl-PIaok Lap:5,1ipg dber-Bement lopskMg iZSI2023: Yes Yes NIA NIA Florida Department of Business & Professional Regulation pagll aft Building Codes and Standards 1DGM21 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel oft Building Codes and Standards irslzo2n Product Approval Application Detail Code Eraftoor Off¢ Dal. Date pending Dig $Bfl Version M-flosturor Coota(ft Ennioear& License Validated By volitional Submlded FBC: Approyal Aporp,,d Status ReNsian 202p MI WIRdoWS and Doors. Brent 8itlin0ef Amancen Nchlekt0ral 0 6 2 B20 :Stevan M. Urich. FE 1010512 2Q 1sy0.2 1 11 W 20 wed _q _5120 Approved Catenary: WhIeWs- IT17)335.3300 Menufect-nri Association r717)317-8454 Subcategory: Horizontal Sfider bsitlhgerQDmkad.- Compliance Method: Certification Mark cr Listing ., ass da p it`d_ is : ,.:. , ., f ,. "". ; ". "', ,. ,_ -. ,. Quallty Assurance Aooseved for Uee Approved for Use Impact Desks Soo#. Product Model. Number Or Name Product oascridten CpnbactExoiratipn Dale in HVHZ outdo, HVHZ Resistant Pressure 1 HS its Fin end Flange Frame 73.62 Insulated: Glass 02/162024 No. Yes No •551-55 Florida Department of Business & Professional Regulation Page i l Building Codes and Standards t)52021 Product Approval Application Detail Code flint tv.or Dot@ ,Data. Data porcine A#-- Tvoe Version Manufacturer Cornet Enoinaer 8 Licensee Validated By Validated Submitted FOCA--oval Approved Status.. R-isiort 2020 MI Winds • ti and Doors Brent SBHnger Luis R Lomas,, PE .Steven M Uri'eh, PE 101082020 10/0612020 lilA 202C 12h.5f2020 Approved Categnmp-Wind- (717)3g5-3300 PE-62514 - (717)317-8764 SuhCatagdry`: Mu10.ois. osihingeriliImhild.00m Compllanca-Method: Evaluation Repast tom. Flcdde Registered Architect we Licensed Florida Professorial Engineer "P 5359.RR i?i'oilusts -.. -.... _ Quality Assonance Aomawdfar Use Approved for use iced Deal- 9119A - product Model. number of Name Produd Dinoriori- Cdnhect:Expiration Data in HVHZ outside HVHZ Reshuant Prr,pa{, 2' 5784 Vertical Aluminum Mullion 12j512024 No, Yes Yee NIA Florida Department of Business & Professional Regulation Page 2 of 2 Building Codes. and Standards loR2Dzi Product Approval Application Detail Mile; or Cato owe Date Pending 13310 Tvag Varolsn Manufacturer canted Engineer&Unoruna Validated By Validated SUNmntaA FBC Aonravat Approved Status Revision 2020 Aside Nick Thompson Lyndon F. Schmidt; P.F.. Ryan J. King, P.E. 02n52021 02152021 02J222021 04/132021 Approved Category: Penet Walls (330)922-23a9 PE-48409 (8izn 767.Hsti subcategory" Befits mhcmpsono.1,id-inn, Compilers. Method: Evaluation Report from Florida Registered Architactora Licene.d Piodda Prof-olonai Engineer -t 3272•R$rPed'rhrats P _ *1 Quality .Assurance Aoamed for Use Approvedfar Use le.at - Design sans Product M.dA Number or Name Product 0... rlptlon Contras: Expiration Data mHVH2 Outelde HVHZ Resistant Pressure f a, &quet 2T&gUbt ati fit Vent Or Vinyl Scffk 121312023 No Yes. No NIA 2 tz" Allen ca T4&quit;Bonn Vent or Sold Vinyl: Soffit 12131QC23 No Yes No NIA 3 e"tteenbriar Vintage BeadedW ill: Sohn Vent or Sold VmYfSoffit JV312023 No Yes No NIA 4 d. &qud;D5":So(fit Vent or Send Vhryl Bush 12± 172023 NO Yes No NIA 5 e. ",Charter Dak", soffit Vent or said Veryl Sorts 12r91/2023 No red N. NIA 6' f &qud'Super. span" Safit Vent or Solid Vinyl Soffit 12131,2023 No Yes No NIA Florida Department of Business & Professional Regulation pager -oft Building Codes and Standards 19=1 Ptoduct Approval Application' Detail Coda Enlitvor 2dk rota Date Pardino ,fie,. code a tnl[v or Date ,Qua,. Dale Reading ,gglg yVeslan Manurasiurer contact EnoinerB .p'nense v_d(gbtea ai yg[�g,submitted fBCAproa Aoprore S �fgp V.reio'ri Meuthn,uro4' d-�, En inear&uchee Validated YBlIdQ9-_ §;dp91ttgUFBC:Anlfroyal ,BgN"gy.@Q §63gEE Revision 2020 TAMKO Bugding. Products LLC Kern Eden Robert NI.Hw John W.'Knem,lich, PE 10/0412020 ORR9202a ' IUYIZ12020 12m52em Approved Revision 2020 I.V. Tnompsen, Inc. ,be Thompson ArcnitscturM Tony Christman Zachary R. Priest Steven let Udch, PE ORM 7R020 0511612020 091221202a '12/152020 Approved Category: Ronfln9 1417)624-664/ PE5bi66 1954)772-fi224 usis an TAMCOr M Comp Yt .. d 913)248-3456 PE-74021 f71 317-8454 .. 7) SubCatagPW. Underinoi-As kard_eded9_Dtemko-con Category: Roofing tmya-gPmetekgonng.00m Compliance Method:. EVeluatle n Repent from a subcategory: Roofing Accessories that are am Flgdda Registered &chifat era Lleensptl Florltla Florida Re i tereEngideer Integral Part ofthe Racing System Compllano. Moth.& Evaluation Reponfrom a Fl.M.Reg stened Architetova Ucensed Flodda p awn a..' 20-R Prpar ;. .. - r ,- ,:" is -.. ,,.: , -. ,' �. _' ,' .,. •.:, ..: ' ' - :, Professional Engineer 9 - dudl t4 Assurance Aoproyetl /w Use:. Approved for Use t P .,s-RaPrpilugra . .. .. , . -. _, �£ ?E1 _ . ; � , "," - ,,. - . 11 §ss& P roduMModal. Numoeror Name t ..- Product Deacr®bon ,.. Cgnfrat ElguahanDalo. In HV Z H Outside HVHZ D ea" -sure �4.- .-.. - -. cluMmrAssurarrce .. AoaovetlforUse Ap or Use aoyedt lmegsi De slam 1 TAMKO Roof Underkyments{HVI-¢) Rovfundedeymailafw usem FBC HVHZ 06/292023 Yes No NIA NIA aw# Roduct Modal .Number or Name Product Descrlo[iun Contract Expiration Dat,. In HV-I£ outside ityliz Resistant Pressure jurisdletlooi 9' TAMCO Flat Top Off -Ridge Vent n4th Baffielor Tile 26 go. static roofveahlator with bath. OW06202e Yes Yes NA NA 2 7AMKO poor Uodarkymoms(NON4HVHZ) Rcolundedaynn.rN fdrusatto FBC non-HVHZ 06429= No Yes WA WA 2 TAMCO 0-mi,ekV.nt 26 ga. 09/0912026 No Yes 141A +01426 jarlsdictions 3 TAMCO Off -Ridge Roof Vent wi h Bafte 26 ga. static roofvernind , in integrated baffle 08A9/2026 Yes Yes N1A WA 4- TAMCO Round Top Off -Ridge Vent with Berko for Tile 26 ga. stall-ofV.ntilat.r yAth barfle OMBJ2026 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pagel as Building Codes and Standards IRM21 Product Approval Application Detail. Coil. 'Entity or to [Die Date Pending. Data TY." yes. Manufacturer Conran Enaineer&License Validated So Valldated Submitted FSCAPowv.l dealt Va-s Rarrisian 2020 Banal Roofing Eveluati Andsison Raoh IAPFdO Unnom+ U. dry Walker G W. Walk 1 11sYr M20 i 103/2020 1IMS/2020 q ed AoW. cetagory: Roping (6p1)380.60gi Services LLC. (2051954U16q Suhattagory. Roofing Tiles RobinMdeisonQbwal.00 Compl)an a Method! EValu.tim Report from a m product Evaluation Entity -. :. - 2.#ss494t12$tldUON ,. - - ", , ., strarege Qua11N As A perrved for Usa _ Approved for Use Imoa et _ posing. lien A al Name Product Modal, d Nurse, Product 6- x iialign Qat.. contrast p [i Z. it HVHZ Outsirl.: HVHZ; Ra lit: Y Prime 16' Co - Saxony -Shale 81a[e; Country gale, Spill Old Etgh96 Flat Profile DenVar, CD Denver, 12731R02 0 M1✓o Yes a MIA NrA NIA Thatch $amp, Impact 17 Saxony 600 Slats. Shake&limp; Split Shake Flat Proflle Stooden. CA 120(202D No Yes NIA NIA 16. .Saxony 600- Skis, Shak.Aamp; Split Shake FlatPofiie :Rialto, CA 12/3it202D Me Yes NIA NIA 19 Saxony 700 shot.,Slate &.-p: SplitShaka Flat P onk Stockton, CA 12131M20 No Yes N/A NIA 20 5exony TOO. Shale , Slate & Split Snake Flot P onle-Riapu, CA 1213t=20 No Yes N(A NIA 27 Tories Fspana leemelwra High Prod -Xa .TX 1X3112020 No Yes NIA PUA 28 mile Low Froth, - Katy. TX 12/31202o N. Yes N7A N/A Florida Department of Business & Professional Regulation Paged oft Florida Department of Business & Professional Regulation Pagel ort Bullding Codas and Standards WM2 1 Building Codes and Standards 17=1 Product Approval Application Detail Product Approval Application Detail C��o�d-��� Entity or Daze �. ft. Pendrim Dale emm Entry or to Me rimPanning AM Coda lj= Varslon Manufacturer ..Contact Beal -,A, Llcansa Validelked By. Validated submitted PRO Aodrovot Auwgv,d 6 1.1 TV.. Vetsim Manmactured Contact.. Engineer a Cinema VVgudtlod Brr.. Velidaled. Submitted FBC: Asomval. A,norovw Stajus:. Revision 2020 Alpine Stuart L'e'dis- ICC Evaluation Service, LLC William, M. Ranier: PE ip1312020 101222020 lif0 om 1VV0 2o20 Approved Revision 2020 Commercial Concrete Produotalnc. Robert 0101s Samuel A. Ormitberg John Hoy 171162o20 12r612020 12/2912020 ding PRO Appr, Category: Structural Cimpcnents - t321) 710.3377 14071e81.1917 Category: SIIPLiYrdJ ColYionen[ 9 '813 9-3707 PE-34245 (352' 5063311 I ) 65 1 7 Subcategory: Truss Plates a1.0,1ilelpineltw.00m subcategory: Products Introduced as. a Rebut ail precastgstor(3lyahoo,com Compliance Method: Evaluation Report from a N ew Technvlvgy Pfndum Evaluation Entitytrip Port from Compliance Method; Evluation R.: Florida e i tared refitted.- Licensed Nudes R A g FL#14-R f'roduo4& - Prdessianal En inear 9 OuaNN A9surende ':D Approved for Use Approved `. for Use lmoet r gggg_ £T4.RjfuF'adupLs > ' ", .-; ,., i" " .. :, ,c„ , «_ '• " ,., ;'_ , . Aeok 1 Produef.Modal.Numller.or Name. mile! BCGUd Ire. W her Sian ih iH &eon � S P 9 9 p: Y d o pr n Dare Pro uU esorlorl n Contract Ex laud Metal Connector Plate 12f31202d Z.. IDti_VtL. Yes -oLiklUe HYHY Yea _ sea Resistant NIA ressu e �L N/A , , -: . _. :.%, , ::: -� Song - Product Model.Numberor Name „ . , ., ,,. „, .�,:..,. -:, Qualgw Assnranpe Aowov.d for Us, Product Description Coronet EkplrM lonf0ate InHVHZ ,. .. , ", ..:.-: , -.::'. AootsideH Use I Import SiP3-90 OW$Na HVHZ es t t ha R k an Pre68u 2 3 ITW BCG/Alpine tangs Pieta ITVyaCG/Alpina Ruiox Metal Connector Plate 12t3V2024 Metal Connector Plate 12f312024 Yes Yes Yes Yes N/A NfA N/A WA 1 Quality Pracada Commercial Concrete Products Precast and Prestressed Controls Untels 051252024 No Yes NIA I•UA 4 ITW:8CG/Alpino We,, Metal Conn'edtor Plate. 1N31f2024 Yes Yes WA NIA Florida Department of Business & Professignal Regulation Building Codes and Standards Product Approval Application Detail Pagel oil 1nrmi Florida Department of Business & Professional: Regulation Building Codes and Standards Product Approval Application Detail. page .f2 ansrzt 1 Cad - Eliot w owe Edg gate Pending We .Code Intthy Qr onto_ .Data 1�0 Pending Dove,. iS'g£. "gu Manufacturer 'tact. Ending&'License Validated By Valtdarad gubmbtea .PAC Approval me: Matt¢ ]yr�a: Verson Manua.haer, Contact Engineer&License Validated By ed "led FBC: Approval tryp�sryed. 0wo Reolon 2020 CAST-CRETE USA„LLC Craig Perin Mkml-O"o BCOO -CER Mlead-Dade BCCO-VAL I1R02020 10n7t2020 Ii27f[020 Approved Affirmation, 202e Alpha Alimhum, ins, Jose alive Luis R. Lomss Steven M. Ufh, PE 1IRSY2020. 11/16tlo2d 11202020 Approved Category: Structural Companont. (813)e21-464i (786)315-25go Category: Panel Wells (4073509-2008 PE-62514 (717). 317-6454 S.I,Categpry: Products introduced... Reaultof cp-h'.9-startsoom SubCafegory: Soffits alphe.Iuminumi.@,yeho N- Techndogy FloR Method: Evaluation Licens from di o:com compliance Method: Certifloolion Mark or Listing Floridatltle Registered Architet era Licensed g[ pjy r,(�4L1y pg - ' '". - - .' , : - Profs.elaul Engineer I Quin Assq y terse. Agomved takuss Aooraved for use._ tma ct. gg{etgg, -�.#i�`d.4-+l'pl'ovrutts " -, . , a ., - , ,, ': • "„ - r. 1. :• y , -_ , ,, se'a# Product Model NmMer or. Now, Product Daaoriptioh contrast exDlra[Ion Palo 11 -VHZ: Outside HVIR Resistant re '- ..,.' _-.. _. ,r.' ..:.- .- ,-., .. -i" , orallty Assurannca ,. Approved for Uaev -.,. _ Approved for Use . _ , knoact - . Design 1 Hgh'Strength Concrete, Lintels 4. S. &. and 12 inch vide, hotels 052V2022 Yes Yes NIA N/A sap.# product MadeL Number or Name Produpf da alriutlun contrad.6,iflnuen Data to HVHZ Ouisrgle HVHZ Rsaafard PP,,- r. t "Alpha AlMrrmum Sold 8amp: Vented AMmin um Sprint Alpha Aluminum Solid Bamp; Vented Aom1nuM 071302023 CMU &,Wood Sic4fitf CMU & Wood No -Yes No WA Florida Department of Business SL Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 125M22 Code_ Entity':cr - te Date Data Pspdi.q Date 7yps Version Manufactu Cantact Engineer&License Validated Validated Sbm�tted FBC Approval Apod33lka Revision 2020Global Protection Products LLC. Tim Rebli%son WalterA. TriJr., P.E. John W. Knezav, E 09M= 09OS/-@0 1DfOlr 20 IX1512020 Approved Category. shutters (954) 889-7545 PE-44167 (954) 772-6224 SubCetegory. Storm Panels tiro robin-Cgppant:com Compliance Method' Evaluation Report from Florida Registered Architect ore Licensed Florida Professional Engineer ` - ` za07t3Aa ;.. .-..114t fExodaC s P t I 11 " - : , ,. Qualltu Assurance A ooroye for Use Approved for Use . - I " m cock es - _ Design S # F4gtludt Rlgtlel Number or Name e r Product Description Contract Expiration Dam n ^12131I2022 in HVHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm Panela HVHZ Corrugated Galvanized Steel Storm Panels retained Yes Yes Yes NIA or not by tracks to provide hurricane protection, 2 24-Gage Galvanized Steel Storm Pan@WNHVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2022 No Yes Yes NIA or. not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Pogo I of 2 Building Codes and Standards 10e/a121 Product Approval Application Detail cpdo Smite a ,DAtg o,�t,. Can, Pending 2212 ?J(aG Version M.nufacturer... caused Enai-w &License Validated By Validated Subm-dted Pac'Appmyal Aogmvdd al -toe Revision 2020 MITaK Inc. Erin NEakkn ICC Evaluation Service. LLC ICC Gvaluntian eervke, D8/'1212021 00/ OM21 O8fi2/2021 Approved category, Components Igpny prop 952 BN-0635 ( ) LLG. SW1Cafegpry- TNIss Pl.tes. a-ldemprnil.com 4209) 599.2800, Compliance Method: Evpivailcn Report from a. product Evaluation Entity Kleef$7-ttartrotluQs - NAssurance ' Quality AP Approved for on, Rr Approved for VIM rp Des $an# Product Monist Number or Name Product DeserlDdmt COmtact Exmratlon Dale Inn MVHZ Outside HVHZ .peel Res _..ern.. Pressure 3UIfl 1 1aAli M S 18 .. high st th truss corm -tor late 9 9 rang P 2/31 2 1 20 2 Yes Yes N/A WA 2 088118 f8 .su super strengthtrussc actor. late ga p h1M1con D 12131 022 2 Yes Yos WA NIA 3 hot 16 16 ga. truss ccnneitor plate 12KI1/2022 Yes. Yes NIA NIA 4 MT18HS 18 a.:: high stmnghmiss connectorplate 12131,2022. Yes Yes NIA NJA 5 MT20HS. 20 ga: high strength truss contractor plate 12/31/2022 Yes Yes NIA NIA 6 T1.18. MT18 18ga. tmse scr-dwplates 12/312022 Yes Yes NIA NIA 7 TL20, MT20 20ga.truss ccnneabrplato 12312022 Yes Yes: NIA WA Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page I of irm21 Code antinror Dot DAL, Date Pendlno We TYa- Varslon Manufadumr Contact Emunmr B Licansa Vagda[ed Be F I.a rtlatad suum old d FBC Apumval Approved Status Revslan 2020 MI W O-s and doors Brent Stlinger, Amadcan Archltetural Steven M, Urlch, PE 1112212020 11,t2272020 11a812020 Approved Category: Wind- iT171365-33M Munrfs.lurers Associahon (717)3i7.8454 Subcategory: Fused hsitlNgergmimd-own Compliance Method: Certification Made or Listing •, - .,,. y � .: -, see If Product Model, hi miner or Nam ckrat , an., Inv Assur f Product Dascrbdort Contract Expiration Date '.. -.-. nw,dr r.. _.n A per o Use In HVHZ nr st A oroVsdf t)ss outside NVHZ lmgagi Resistant Fastgu Pressure I 1 165 FIAT 73 x.72[reveled Gdess 04/03t2023 No Yes No +130/-60 Florida Department of Business & Professional Regulation Building Codes. and Standards Product Approval Application Detail Pagel of i IM2021 C e EnfiN or Data Us Data Pending Date 7v- Version Manufacture[ Contact Engineer &Ueensa "pulled By Validated Subm"tad FBCAomavai Approved Status Affirmation 2D20 PST Industries Jens R... 1,6l Miami -Dade BCCO-CER Miami -Dade BCCp-VAL 11/05/2020 11MJ2020 11111/2020 Approved Calagmy. Wind-1 (94i) 466-0100. (786) 315-2590. Subcategory: Mullions yosmik(@pgdndusurea.c - C,mpllanss Meshed: Certification Mark w Listing don r UYLG4.R73Pradudt5: „ ;(: .," i - ,,; .. ,.; - . ,:: ,... Maur Assaance rg Ago ..d for Um Aporoyodfw Llse Impact �i. # Product Modest Number w Naga- Product Description contract E.P114101:1 Date lIIHVHZ Outside HYHZ Resistant 1 es e 1 Muaols tor -All Doors no Wlndoe. Aluminum MUIOore 05126/2023 Yes Yes Yes NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 a lftmi Cggt Entity or tuts 211 Date Pandino 1141e Noe version Manufacturer contact enolneer & Ucense Valldaled By Validated Submitted FBC Approval Approved status Revision 2020 GAF .Mich eel Shah Robert Nleminan Jahn W. Kneaewch. PE 09R8/2D20 09212029 1OIDMO20 1211512,020 Approved Ca e v : Roping 8DO) 76B-.3411 PE-51:166 954 772-6324 SuhCNegany-Asphalt Brlingles mctleh@gatwin Compliance Method: Evaluati- Report from . Florida Registered Architect or a Liconsod Florida Professional Engineer FL1Yfg42n412¢1r`aFirfu"is - _ Quality Assurance Approved for Use Alwroved for Use Impact Des Ser# Prvdut MP*L Number or Name product Descri.Uon ContrgOr. rdidtlom Date in HVHZ Oulaide HVHZ Resistant Pressure 1 GAF Asphalt Roof.Shipglea Flbero.ss minfwced 349b. leminatod54.1, and 121162022 No Yss NIA NIA hip/ridge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page oft 1=2i Co �,4 or EnhN E Date Pending D £ Type Version Manufacturer Canted Englnoer&Llcanaa Validated By birk Validated suomlhed Pap Approval Approved Status. Revision 2020 Florida Metal Products Ina Clark Jones James L. Bucker, P. Steven M. With. PE D9r272020 09252020 10KA12020 12MG12020 °PProwed CMegbry: Roofing (904)783$400 CBUCKEngineedng (71?)397-8454 SubCalegom Road g Accessories that are: on .lark@fle_...dwn PE-31242 Integral Pan onhe.Reofing Syatem Compllarwre Method: Evaluation Report from a - Florida Raglaterad Achited ore Licensed Pierce Pioleasion.1Engi- '. '., -, : .., ;.. $2ti5-RZ Fir dilate - ... ..: - - - 0,A]WAssurance Apaovedfor Use Approved for U>ie set 11 ca-lao 5eo# Product Model. NL.mhor w Name Product Doswlation Cararact Exdration Dale Pr 1 VHZ lL11- .outs - HVHZ itl R Ntsa �� Pressure 33-FLAMCO &quorRV lO Rid9eVent& qut: Aluminum Ridge Vents for p1totedrcols fabricated 12131/2024 No Yes No N/A from 0025'AJuminum - - Florida Department of Business Professional Regulation Building Codes and Standards Product Approval Application Detail page 1 of 1 1252022 code _ Entity or _ _ Daw Date 'Date Pending gals. jm Version Manufacture Contact Engineer & License Validated By Validated Submitted PBC Approval Approved Status Revision 2020 Ali AmericanShutters and Glass Mice Barbieri Frank L, Benrlardo P. , Troy'B P.E. Shop, Io/2812020 10/15=20 1 /05120M 1 1Zg5,/Z020 A oy PAr ad CategoryShutters (681)712-9882 PE-0046649 (954)947-0860 Subcategory Storm Panels mikeb@allemenclanshude Compliance Methotl: Evaluafon Report frdma p s.-on Florida Registered Architect or a Licensed Florida Prdfemional Engineer 178mffi Pt 1iCfB , .. " ,-,. ,..,, .,, ousllty Aaeunsnca , ,, _ Approved for Use ApprovedSf4ru Impost ass _r Castor; S # Pr upt Model Number llr Norms 6 ProdP Product Description Contract l5x (ration Date In HVHZ CutsWe HVHZ - Resistant Pressure 1 24ga. Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 12(31/2022 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 aNb/202l cog entItyor DAL§ .gone_ can, Pending Date T oa Version Manufacturer ct Enoi Condo naor&Ucense Validated By Volition $uhmNm Validated d FBC Appmvol A r oa ovetl tat s status Reusion 2020 Weyerhaeuser Rob Ba]c WIn ICC Evaluation Service, LLC Ian Lehrer, P.E. 02RI22021 10JI 2020 02103r2021 Approved gr%»on Category;3n'uctwal C errs (253)r424.6478 608)B39.3288 Subcategory: Engineered Lumber Robert .Id1.dn Q,4eyerha Cbmpimince Method: Evauation' Report from: a:, I --- Product Evaluation Entity FLM8517-k11 Products 0-Rty Assurance Aopnoved Inn Use Approved for Use Wesel o=ign Bait A Product Model, NutnNer or Name Product Description Contrast Expiration Date In HVHZ Outside Resistant Pressure 1 crop LVL Mil eon L mnaied Veneer Lumber 03/3172023 No Yes H/A WA 2 - client PSL Par Pa.bi Strand Lumber 031 112025 No Yes N/A NIA 3 Timberstand LSL L-urinated Sirend Lumber 03/312023 No. Yes NA NIA '4 7J Rim Board Structural Composite Lumber or Oriented Strand 03131RO,413 No Yes 141A NIA beard Ran Board 5 Weyerhaeuser Rem Board Oriented Simnd Board Rim Board OU31002S No Yes NIA NIA -6-i U U C_ Cn -0 2 -Cu > O N C- }r -a U N CL O _- �A ^O L. - ^, W }p N -0 U O to O L ca. O W O U_ -` _ � " n' Q ..0 . _ V JIVI Y< 0! Q Z Z W J f�jC = V� XZ__ ® f` O am N :ZMU_a 11 -0 O i (a o to 6�NR ^' -,.-, a C Q C En a-� Q r Q O %.- / N �ry� � W rn Y a �L ,IT 3 a) > � q \/7 > y f L v 0 u) I O �DC-i/=S. ,u > ,_ L w Cn L. OD E -4--f Z W 11111111111111111111111111111111111111 ICU O L. E� U O < 0- a) U ICU co =:3 Q ia- ICU W 2 ^=^, Q W :Z__j z Q .J a - SHEET NO, PA 1.1 iliill S � FFFL.#2355-R7 Simpson Strong -Tie 2020 FBC Approved Pr Products ® Simpson Strong -Tie Products 2020 FBC FBC Approved P � Strong -Tie Simpson 2020 FBC Approved Products ®Simpson Strong -Tie 2420 FBC Approved Products R 12l30/262o For direct links to allSST approvals listed below, CLICK HERE: . -. _. .. F rlfrect to all SS rw shel .CLICK HERE , or. links _ .Tapp a1 listed _ ova. For direct - links to all SSTs rov s�sretl beow CLICK HER al k. I E Inks t al 5 a r steCLICK H - Far direct o I S T av listed below, HER For additional Information regarding Icfl sSEatewide ProductA _ .F da Approve] System entl MNam-0Dada County e o CUCK HERE. Notice of Acc planes (M A), For Information regarding Flon s 0. taro Bri h+6aml ad additional as Statewkl ProauatApproval Sys d -d e County H -r [2ta c NO CLICK HERE. Notice o Aa p._ n e ( A), a For Information additional regarding F1Mae'.s Statewide Product Approval $ystent and Miami -dada County Acceptance CLICK HE E Natiae Ot (NOA). R s For additional Information regarding Florida's Statewide Product Approval System and PJNamI-dadaCaunty Notice of Acceptance (NC>A},. CLICK HERE. FL#10446-R6 FL#14456-R5 11 HUB,. HUSC series hangers Face -mount hangers available in widths ranging from 7.6f8"to3- 9116" and heights ranging from 45115'to 19'. Concealed flange Sea # Product Modal, Number or Name Product Descrintlan Sea # Product faledai. Number or Name Product Description Sea # Product Modal. Number or Name Product Description version {HUSC) availablefor models having width equa#to or 1 Titan StainlessSteel Concrete $ Masonry Screw (TTNSS) 114" diameter Titan sinless steel masonry screw 1 A21 A33, A33, A34. A35, A44 Angles 1 HT, BTB; BTH Brick Ties greater than 3-9l18". 2 APA21, APA4 APA6, APVA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14 CMSTCI6 Foiled Straps 12 [US series hangers Face -mount hangers available in widths ranging from 1-7/8"to 3- 3 APB44; AP644R, APVB66, APB66R, AP686, APBSSR, AP81010, APB'101IIR, APV644; Outdoor Accents Post Bases 3 CS14, C516, C518 C520, C522 Coiled Straps. 516" and heights ranging from 9.114" to 16". FC 5 - B fL9 89 R APVBA APV866.APV866 VB8 APYB88R APVB 10 APVB 01DR 4R, R, AP 8 10 1 4 GSHFitt, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3:63>5D5; LGU5.25-SD5 Face -mount hangers 4 APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-8; Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24 LU26,. LU28, LU210 Face -mount hangers Sea # Product Model, Number or Name Product beserint#on APVDJT2R-6 6 DSP; SSP; TSP Shad to Plate be 15 LUC26Z, LUC2162 Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610; APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2,5A, H3; H6, H7Z, H16, H76S, H16-2, H16-28 Hurricane Ties 16 LUS series hangars Face -mount hangers available in widths ranging from 1-9118"to 4- 2 SD9112 SD9212 S010112 SD10272 , Strong -Drive SD Connector Screw 6 APL4, APL6, APT4; APT6, APVL4, APVL6; APVT4, APYT6 Outdoor Accents Land TBeam-to-Column Ties 8 HG7,2, HGT-3; HGT-4 Heavy Gird>arTiedown SIB".and . heights ranging from 3" to 1 D-t5J16". 3 5D91128S, Sfl921255 Strang -Drina SD Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH28R,. APLH210, APLH210R Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU383SDS, MGU5:25-SIDS, MGU5.50-SDS, MGU5;82-SUS, MGU7.00-5flS Face -mount hangars 4 SDCF2 434 SDCF 2J1 SDCF2 6 4 SDCF 270D SDCF 8r8 SDC 22 1 2 2 2, 2 1 2 22 � , F 10 4, Strong Drive SDCP Timber CF Screw 8 BVLZ Brick Veneer Ledger Connector iD HSS2SD51.5. HSS2='2-5D53, HSS2.3-SDS3,. HSS4-SDS3 Heavy Stud Shoe. 18 M#(i series hangers ,, r Facamourit hangers available In widths. ranging from t-9116 to SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3; HST5; NST6 Straight Straps 'l18" and heights ranging from 8-15116" bo 1&112". 5 SDCP22439, SDCP2212, SDCP22614, SDGP22700, SDCP22858; SDCP22912, Strong -Drive SgCP Timber•CP Screw 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS76, HTS20, HTS24, HTS28, HTS3Q, HTS30C Heavy Twist Strap 19 MU526, MUS28 Face -mount hangers SDCP221100,SDCP221134,SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQI6FGTZ;HT$Q20KTZ Heavy TvhstStrap 20 SUR.SULSURC,SULCseneshangers Skevvedface-mount hangers available inwidths ranging from 1- 8 5DHR27400, SDHR27614; SDHR31400, SDHR31614 Strong -Drive SDHRCombo-HeadScrew 12 DS Dry Wall Step, 14 LFTA Light Floor Tie Anchor 9176" to 3-9118"and heights ranging from 3-1f16" to 13-3t4". 7 6DS25112 5DS25134, SDS25200,,SDS25212,SDS253oD,6D525312, SDS25412: Strong -Drive 5DS Heavy -Duty Connector Screw 13 FC4; FG6 Framing Clips 15 LSTA$,.LSTA12 L5TA15, LSTA18, LSTA21, LSTA24,. LSTA30, LSTA36 Straight Straps Concealed flange version (BURG, SULC).availalsle-for all double SDS25500, SD625600, SDS25800 14 FWANZ Foundation Wall Angles 16 LSTf49, LSTI73 Straight Straps ?X and 4Xmadels; only- acute flange is concealed. 8 SDS2511255, SDS252r'�JSS, SDS2521255; SDS253DOSS_ SDS25312SS Strong -Drive SIDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gusset Angles 17 LT820, LT840 Bridging 21 U series hangars Face -mount hangers available in widths ranging from 1-9116" to 9 SDWF27$8; SDWF2720; SDWF2724; SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, HI OS, HI 4. HGA10 Hurric;aneTes 18 LTS12, LTS16, LTS'F8; LTS20 Light Tw�7Strap Wand heights ranging from 2-5/8" to 11.114". 17 Ht:.ptZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27 MST37 M5T4$, MST60, MST72 Straight Straps FLik1 (ft}D7-R8 19 K651Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18 M5TA21, MSTA24; :MSTA30, MSTA36, MSTA49" Straight Straps FL#1 g667-R6 20 L3Q, LSp, L70, L8II Angles 22 MSrc28: MSTC40, MSTC62, MSTC65; MSTC78 Straight Straps Sea.# Product Model, Numbar orName Product Description 21 LCE4 Post Cap 23 MSTC4883,MSTC6683 Pre -Bent Straps Seel Product Model. Number or Name Product Description 1 ATR318, ATR112, ATR518, ATR314 Threaded Rods 22 LS30, L550, LS7Q LS90 Skevvaple Angles 24 MST126, MSTI36; MSTI48, MSTI60, MST172 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1 9N6" to 7- 2 ATUDS, ATUD6 2 ATUD9; ATUD9-2; ATUD9-3, A7UD14, ATUDi4-2 Aluminum Take -Up Devise 23 LSCZ Adjus able Stair Stringer Connector 25 MTSI2, MTS16 MTStB, MTS20, M7S24O, MTS30, MITS3QG Medium Twist Strap 918" and heights ranging from 7-118" to, 3SJ", 3 t - r BP3 8 2 BPI/2, BP112-3, Bp5/8-2, BP�lB-3; BP314, BP31d-�, BPRTUfl3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ; LSSJ?BRZ, LSSJ210LZ, LSSJ210RZ Field Adjustable Jack Hanger 26 NCA2k10-12, NCA2x12=12 NCA2x8-16, NCA2x10-16, NCA2x12-16 Bridging 2 DGBF saner hangers r „ Top flange hangars available in undths ranging from 3-018 to 7- 4 CNW318, CNV11%72, CNWS/8, CNW3/4, CNW578=112, CNW314-57$ Coupler Nuts 25 LSSR1..81, LSSR2:1, LSSR2.37, LSSR2.58, LSSR210-2, LSSR4I0 Field Adlustatile'SlopeablelSkewable Hanger 27 RCW812, RCW614 Wall Bracing. 1/6" and heights ranging from 8-114"to24". 5 CTUD55, CTUD65, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS16, RPS22, RPSZS Repair Plata Strap 3 DGF series hangers Top flange hangers available in"widths ranging from 1-1lTto 3- CTUD98, CTUD99 27 ML23Z, IviL24Z, ML2B2, ML28L; ML210Z Angles 29 RSPd Stud to Plate Connector 5l8":and heights ranging from 7 114" to 24". 6 N3, N4, N5, tl6 Heavy Hex Nuts 28 MMHB Roof Tie-Dovini 30 SP1: $P2, SPA, SPB, $PB Stud Plate Tie 4 DGHF series hangers Top flangehangersavailable in widths ranging from 1-314" to:3- 7 R711D3, RTUD38 RTUD4,.RTU048. RTUD5, RTUD6, RTU.D7, RTUD8 RatchetingTaYe-Up Device 29 MMHC Ninged�Raof Connector 31 SPH4,SPH8, SPH$:: Heavy:5tud Plate Tie 5J8 :and heights ranging from :9-1/4" to 24". 8 TUD9, TU010 Take -Up Device 30 MMLU26, MMLU26-2, MMLU28, MMLU28-2, MMLU210, MMLUI211, MMLUt39, MMLUI311 Face -Mount Hangers. 32 SS1.5; SS2:$, SS3;SS4.5 Stud Shoe 5 EGS, EG7, EG9 series hangers Top flange hangers available. in widths ranging from 5-114" to8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Clips 33 ST9,ST1.2, ST18, ST22, ST292, ST2122, ST2115; ST2215; ST6215, ST6224, ST6236 Straight Straps 7/6" and heights ranging from 11"to 32-112". 1D URS3 318" Uplift Roo Run Tiedotivn System 32 RST-3 RoofTie-Down 34 T820, T�7, T830; T836, T842, T848, T654, T856, TB60 Tension Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-578"to7- 11 URS4 112" Uplift Rod Run Tledown System 33 RTC227, RTC42, RTC22, RTC44 Rigid Tie Connectors 35 TW610, TW812 T1NB14 Wall Bracing 1/4"and heights ranging from i 1-174" to 32": 12 UR55 518" Uplift Rod Run Tiedown System 34 STC; STCT, DTC, HTG4 Truss Clips 36 VGT YGTR, YGTL Variable Pitch Girder Tiedavtin 7 GLS arias hangars Saddle hangers availaba in widths ranging from 3-114" to 6 71$" 13 URSfi 9/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, W6126, W6120C; 1tV6143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffen or Clips $ GLTV series hangers Top flange hangers available in widths ranging from 3-1l4" #0 7- 1J8" and heights ranging from 11"to 3T. FL7rttt441-R8 FL#10531-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-8116" to 7- FLrY1r)447-R5 112' sand heights ranging from 8" to.30". Sea # Product Model. Number or Name Product bescrintiori Sea # Product Model. Number or Name Product bi39crintlan 10 HGLS'senas hangers Saddle hangers available in widths ranging fram5-114" to 8-7l8" i DTT2 Hold-down SSea # Product Model, Number or Name Product Description 1 CBH2':37x5.5, CBH2.37x7.63, CBH2.37x9:75 Concealed hangers and heights ranging from 10-1/2" to 28". 2 HDC1014, HDC10JZ2 Hold-down 1 AHEP Adjustable Hip -End Connector 2 flu, DHU, DHUTF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available. in widths ranging from 3-114" to 8- 3 HDQB; HHDQ11, HHDQ14 Hold -doom 2 DSC2R-SDS3, D�2L-SDS3, DSCSRSDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9116"and heights 716":and heights ranging from 7-112"to 32". 4 HDU2,HDU4,HDU5:;HDU8,HDUII,HDU94 Hold-down 3. G8C- .Gable Brace Connector ranging from 9.118'to23-i57t8". 12 HGUTVseneshangers Top flange hangers available inwidthsranging from 3-114"to7- v HPA28 HPA35 Strap -style purlin anchor 4 HGP1.81, HCP2 HCp4 Hip Corner Plate. 3 HGU3.63tSDS HGU5:25-SDS; HGUS 5Q•SDS; HGU5.62-SDS, HGU7tL10-SDS, HGU7.25- Face -mount -hangers i!B and heights ranging from 1 d" to 33". 6 ISTHDB, LSTHD8RJ 'Snap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRG4f1.81, HHRC44, HHRC5.2513:25. HHRC5.3713.'12; Heavy Hip to Ridge Connectors BIDS, HGU9.00-SQS 13 HlTsehas hangers Top ffange hangers avallatile in widths ranging from 2=5116"to 3- 7 MASH, MASAP Foundation anchor strap, HHRC66 4 HGUS series hangers Face -mount Bangers available in widths ranging from 1-518"'to 7- 9/16"and heights ranging from 18" to 26". 8 MPAI32, MPAI44 Strapstyle purlin anchor 6 HRC1..81, HRG22 Hip Ridge Connector 318" and heights ranging from 5-5116" to 12-718". 14 HUSTF series hangers Top fiangejoist hangers available in widths ranging from 3-118"to 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU28, LRU28, LRU21Q LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5.50-SDS; HHGU562SDS HHG'U7,00•SUS, HHGU7.25SDS, Face -mount hangers 3-9118" and heights ranging from 5-3/8" to 13-118". 1D PAI18 PA123;.PAI28 PAI35. Strap -style purlin anchor S. LSU26;LSSU28,LSSlJ21D LightShpeablelSkewableU.Hanger HHGU9,D0-SDS 15 HUTF;HUCTFsenes'hangers Top flange hangers available inwidthsranging from l-9N6"tp.5- 11 SiHD10 5THD1 ORJ Strap -style hold-down 9 TBEd, TBEB Truss Bearing Enhancer 6 HHUS26.2; HHlJS28.2, H HU5210-2, HHUS46, HHUS48; HHUS410, H HUBS-50110, Face -mount hangers 112" and heights ranging from 3-7116" to 15". Concealed flange 12 STHD14: STHD14RJ Slap -style hold -clown 10 TG24, TC26, TC28 Truss Clip HHU6Z.25/1D version {HUCTF} available for all models having width equal to or 11 THA29, THA213, THA21 t#, THA218-2, THA222-2, THA413, TH,4418, THAC418, THA422; Adjustable Truss Hanger 7 HSUR, HSUL, HSUR_C, HSULC series hangers Skewed face -mount hangers available in v�idths ranging from 3- greater than 2-9/18". THAC422, THA426_ THA422-2, THA426-2 118" to 5-1i8" and heights ranging from d-31d" to 15-314". 16 HWP series hangers Top flange hangers available in uadths ranging from 9 -9116" to.7- 12 THA11.81122; THAl2.06122, THAl2.1122; THA1222 THA1322, THA13522; THA1422 Adjustable Truss Hanger Sized -for I -Joists Concealed flange version (HSURC; HSULG) available for all 118" and heights ranging from 5.318" to 281- 13 THAL422, THAR422 Skewed Truss Hangar double:2X and 4Xmodelsi only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1 �ITri'" to 7- 14 THJAZ6, LTHJA26, LTHMA Multiple Truss. Hangers 8 HTU26; HTU28, FffU216, HTU2t}-2, HTU2t3-2, HTV210-2 Fare -mount hangers 112" and heights ranging from 5.318" to 32": 15 THJM2-4SDS3, THJM2-5SDS3, THJU26; THJU26-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9I18" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2.718" to 19-i14"_ Concealed flange 5/8".and heights ranging from 9.1 JS" to 16". 17 VPA2, VPA25; UPA3, YPA35, YPA4 Variable Pitch Connectors version (HUG) available for all models having width equal m or 19 JB series hangers Top flange hangers available in width oft-9f18"and heights 18 VTCR Valley Truss Clip greater than 2-9118". ranging from 5-3lB to 7.1l4". 10 HUC01:81/9SDS HUGQ1 81111 SDS HUCQ210-2 SDS, HUCO210-3-SDS, HUC4310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116"and heights BIDS, HUCQ410-SDS, HUCQ412-SDS HUCQ5.25/9 SDS„WUCQ5.25171-SDS, HUGQ6I0- ranging from9-3H6' ba131/8". SDS, HUCQ812-SDS Simpson Strong -Tie 2020 FBC Approved Products undataa,zrsormzo Q - Simpson Strong -Tie 2020 FBC Approved Products updated lzroo,�ozo � Simpson Strong-Tie2420 FBC Approved Products upaatea,s,aorOEM 2ozo � Simpson Strong -Tie 202t] FBC Approved Products uPdatadizrsorzozo For direct Inks to all 6ST approvals listed belrat+,.CLICK HERE. For dkeot Inks to ail SST ;approvals listed belas�, CLICK HERE. For direct [Inks to aIl83T approvals listed aeiata,. CLICK JHERE. For direct finks to all SST approvals listed 6elvra, CLICK HERE. '. :- , .. For additional informap nregarding Flondas Statewide Product -A ApprovalSystem and NN -Dada County P PP atria Y ... .I IC 'ra FRF of Acceptance NOA ,. [' ( } �..,rK,..,.� regarding oval System -Oa Gdu ' For additional infarmadan. Flaidas Statewide Product APPr and jYaanu de , rtty Acceptance CIf HER E Notice of MCA). -. 51,t a .. - d i information da - Fa additional regarding Fion sStatewide i eCounty a Product ApprovalSystem and M m-0ad a .. - CLICfCHER Notice of O E Acceptance (N R}, .. information r For additional regarding Flondas Statewide Product Approval System and Muaml-0Dade Notice of Acceptance NOA ,CUCK HERE, tY ( } 21 LB series hangers Top flange hangers available. in vadth of 1-9116" and heights FL#11468-R5 18 S/LBV1.58, S1LBV1.81, 51LBV2.06, SJLBV2.37, SILBV2.58, SJLBV268, S1LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging irom5-318" to 15-1l8": SlLBV3.56, S1LBV3:82 SlL8V4.08, SJL BVd.12, SILBV4.28, S7LBV4.75, SlLBV5.60 6 Strong -Bolt 2 (STB2, ST62-dSS, STB2-6SS) Strong -Solt Wedge Anchor for concrete available in carbon 22 LBRZ series hangars Top flange hangers available in ti+ridth of 1-9116'°and heights Sea Si Product Model, Number or Name Product Description 19 S/LTT20, SIDTT22 SlHTT14, HTT9, HTTS Holdowns steal and Types 304 and 316 stainless steel. ranging from 9 3J16" to 13-118". 1 HMU5210-3; HHUS27 0-4 Joist Hanger 20 S1MST80, SIMST72 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H45S, THD-H6SS, THD=CS, THD-CSBSS) Titan HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEGS:. LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1d4" to 6- 2 HR56; HR58, HRS12 Strap Ties 21 SPA, SP6 Stud Plate Ties avaidable.with hex head. in carbon steel and Types 304 and 318 718"and heights ranging from 9" to 33-1J2". 3 HUCQ21t)-2-SDS, HU(1Q210>3-SDS, HUCQ310-SOS Joist Hanger 22 SSP, DSP, TSP Shad Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1J4" to 6- 4 THGB2, THG63, THGBH2, THGBH3, THG13H4 Joist Hanger 23 STC, DTC Truss Clip Type 316 stainless steel 718" and heights ranging from 9" to 32-112" $ THGQ2-SDS3, THGQ3-SD84:5, THGQH2-SDS3, THGQH3-SDS4.5, THGQH4SDS� Joist Hanger 24 TBD2 2 True Brace Diagonal s 8 Titan HD Rod Coupler (TN037634RC, THD50934RG) Titan HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers evadable in widths ranging from 1-8116"to 5- 8 THGW3-3, THGW3>4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THDB37158RH, TH037212RH, Than HD Threaded Rod Hangerfor concrete 118" and heights ranging from9-114"to 24". THD50234RH THD10212RH) 26 PF, PFB, PFDB, PFDSB series Bangers Top flange hangers available in tMd N N L U) �--r V 0 L � N Q 0 O N N CU U) N U 0 0 - L Q = 0 � 0 LL O ca C) .U) a) % N DL O Q (� �F. r �r 0 C1 of Nv it X a 0 L C NY U) y+ Q �Q ro 2 U 4 ._ C w > ' to w ( a� oC v O L > Irk W 1 W z _ �� O CIO L O 0 L� ^�1 W U m n� 1..� L� LL1 W Z Z Q J SHEET NO. PA111112 ri ' Updated 12f302o20 + . updated 1213oi2020 •. • . updated 12/30l2U2a � Updated t(D h of 1-9/1E" and heights. 10 Wedge -All (WA) Wedge -All Anchor for masonryICU 5 BC4, BC+f6, BC4R, BC6, BC6R, BCB, BCS2-2l4, BC52-3I6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50f9.25 M8HA5.50 0 i versal Foundation Plate 11 MTS12, MTS16, MTS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 73 XQ1S1D16, X01 Bit)T6-dK, X01S7214; XQ1B12143.SK, X078S1224, X07881224-3K, 412-14, and #12.24 _ _ i I II III I I I I III 111 !C' Co • , • • 1p��'1 i -, k1F i : N 4:� a i 1 1 '. 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L Y.:°. t, .® rSFe i t },•`.F. 3 $. �� Y •... }.. a. w _ k ,:l 1. i': d n � k � _ $ i# 'i r r' • T W:.� :Y' il{ C • �tl1: �':.c, _. ... _ �: y. I; F. �' t: .pitl i`i .._. i. a � �' a. Yd #_: L. � :i i. s. 'firlawfRyl ALBA a • ' ' kt. # Fd' #� ., rl. is � F �.'E ._ $. i- . i'I# '�. F'FY; ;. t# k 4:k: 4'. :..Y{- 1 � i ... ' ,:. � � � f � - 1 ! s u. Y � E i Y I' - E b."' • w: :#' :. d 1 € f � i �, r r I� 1 1 '.III R !Nil l Z I ILI E D ... TILLIT TESTING & ENGINEERING COMPANY WATTRRA.TTLLLT;..iR,.P.E. alteca aa7.ec7T0 LPL ,_ T N L1 YM 8 J4 !,T :Ti c.A ta,.eu.,e Ni; W06'•19 PRODUCT EVALUATI N REPORT REPORT NO: 20.0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUS -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZEDSTEELSTORM PANEL MANUFACTURER: Global Protection Producfs LLC, 4800 S.W. 51 Street Davie, Florlda33314 1A. PURPOSE - EVALUATION: This is:a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. S tem ( Ys iD # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method tD of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of the Florida Building o drag Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Reportshall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2 EVIDENCE SUBMITTED. 2.1. PRODUCT EVALUATION DOCUMENT ( &_q_). Drawing No. 20-176, titled "20 (CAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P,E.; dated 0712812020. This drawing Is an integral partlo� l lrl�s Evaluation Report. • V,A ;; A Y.,!, 4/ w —may _ 'r�.,,`�� 1.10 Ns, ,' '. - `/ No.44167 ,y ASS ,$ \ 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) $71-1530-1v9rr,r tlSJi.1 �1931 PRODUCT LI'VALUATIDN REPIDIU SO 20.072801 2 2.2. TEST REPORTS: La rge missile impact and fatigue load tests were perforated under Protocols TAS 2D1, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 2 0 Protocol. Test arts r 2 2 P o ol. st re eared b Hurricane P p prepared y a e Engineering .& Testing, inc., Reports # 96-569 dated 0810911996, #96-570 dated 0911811996, #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411811998 and # 2126 dated 10106/1 D98 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09 dated March 4 e ro , 20Q9, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAI 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 1616 ofthe Florida Building Code, Calculations prepared by Tilteco, Inc., dated 11103108 and 03/12115, signed and sealed by Waiter A. Tillit, Jr., RE, 3 MISSILE IMPACT RESISTANCE,• Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol 44 1M-ND, LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall bens 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 indic ated Nod on sheets ets 8 9 10, 11 , 14, 15, 17, 18, 19,20 25 and 26 of 20, of Product Evaluation Document (P.E. D.), drawing No. 20.176. 5. INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P:E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. OcMµ{0,1101NT1t1lN,/ .```N,tA T, A 7t(L17IN s� ,�CENS ?�z 167 E * 11r 7/ "ef s STATE .y yr . F., R1Cl . 'r 14,,110I IUI11$1111 ,ins L NOTES: 8.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE o" MR 20 1 A MI M 81'OM, PYYT'fl EXISTING WALL, ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 1. STORM PANEL SHOWN ON 7HI5 PRODUCT EWLUATON DOCUMENT (P,ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL K AS MENTIONED IN 9.1) AND IN 8.2). ACCORDANCE WITH THE 2020 (7Rh EDMON) OF THE FLORIDA BUILDING COOS (C) TO Fffi"IBBD (I ..��ES,P�-C.ijaNATY. G O:SS NRJ.1: DESIGN WIND LOADS SHALL 13E DETERMINED AS PER SECTION 1620 OF THE ABOVE MFNTKMffD LODE, FOR A WINO SPEED AS RETIUHIEO BY THE JURISDICTION WHERE THESE SHunERS wu BE INSTALLED AND - 1/4'e TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. INC. - //4-10 PANEUMTE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELC'O CONSTRUCTION PRODUCTS. FOR A CECTWNNrn' FACTOR K6-0.85. USING ASCE 7-16. AND SHALL NOT EXCEED THE MAXHAW ".D.) - 1/4"e LA: SCREWS PER N.D.S. DESIGN PRESSURE RATINGS INDX'ATED ON SHEETS 7 THRU 12. $4. 15, 16. i9 & 20. - 7/18`0 X 5f6" WOOD BUSHING, AS DISTRIBUTED BY ALL PORT SCREW, BOLT & SPECIALTY CO, IN ORDER TO VERIFY THE ABOVE CONOMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15 SHAL AE FIRST REDUCED To &&O. DESIGN WINO LOADS SY MULTIPLYING THEM BY 0,6 W ORDER TO C.1) MINIMUM THREADED PENVPATON INTO WOOD OF TAPCON ANCHORS SHALL. BE i 1/2' AND 2' FOR ELCO PAND-MATE PLUS COMPARE THESE W/ MAX. (AS.0) OESIIR PRESSURE RATINGS INDICATED ON SHEETS 7 T14RU IZ 14, 15, 16, 19 & 20. AND PANELMALE FEMALE ID. ORDER TO VERIFY THAT A THIS PEA. TESTED WERE NOT OVER STRESSED. A 33X IN BE C,2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED PENETRATION INTO STUCCO SKULL at CDMVDERED AS PART OF THE REG R ED THREADED PENETRATION. S S LQL USED IO STRESS FOR WIND LOADS WAS NS?L USED N 7HF7R ANALYSES. FASIEMEITS SPACING TO WOOD H145 BEEN oETERWNIED IN BEEN DETE ED IN ACCORDANCE WITH NaS. 2OI& C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1625 OF THE ABOVE MENTIONED CODE AS PER WRRICANE ENGINEERING & TESTING INC. REPORTS 96-569, 96-570 & 95-T30 AND ENIEM ION RUSHING CA) MINIMUM PENETRATOR OF WORD aUSHttMR SIUU. BE 5f8". 1/4' 9-20 SCREWS USED SHALL BE i 1/2' LONG 46NBMl/M /8-. 1/ FENESTRATION' TESTING LAB, WC„ REPORTS 12032 & 02125 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203. SHOULD UI AND 1" FOR WALLS STUCCO. AMERNDARD , TEST LAB OF SOUTH FLORIDA REPORT /0219A7-09, A5 PER TAS 201, TAS 202 AND AS WELL STANDARDS, TAS 2D3 SRANOAlIOS. G.S) IN CASE THAI PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE DUSTING 2, ALL ALUMINUM EXTRUSIONS TO BE W63-TG ALLOY AND TEMPER. (UNLESS OTHERWLSE NOTED). SEE SHEET 2. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN C,I), C2) & C.L.) 3. ALL ALUMINUM SHEETMETAL USED AT CLOSURES SHALL HAVE 3105-614 ALLOY. (0) ANCHORS 'SHALL 8E INSTALLED FOLUSWING ALL OF THE REODMMiNM1TONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACRdrt . 4. ALL STEEL SHEET META. PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASNA A-SS3 GRACE $O MINIMUM, 0-60 ROLLED AFTER GALVANIZED STEEL DESIGNATION W- 58.5 We. ( ) PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN O: SECTION 3 THROUGH 10 (SHEETS 4 . THROUGH 6) EXCEPT THAT HEADERS Q & Q SHALL NET 8E USED, 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL As PER ON W/ S0 Hsi nELO STRENGTH AND 90 Hai TENSILE STRENGTH! &SHALL. CCHRT w/ FLORIDA. 8111.0FNG CODE 9. n SHALL at THE RESPONSIBUrf OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE IONSQUIB2 SECTION 2411.3.3,4. ATTACHED TO IN56RE PROM ANCHORAGE. THIS SHUNTER SHALL ONLY BE ATTACHED TO CONCRETE, BACK OR WOW FRAME 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AST 304 SERIES STAINLESS STEEL. WITH 36 Hai MINIMUM YIELD STRENGTH. 10. EACH REGULAR STORM PANEL WITH LENOTHS OVER W-$ THROUGH 12'-4'. AS PER SECTIONS 6, & 9 & 10 AND ALTERNATIVES 8W. 7. ANCHORS 70 WALL SHALL BE AS FOLLOWS: SW & IOW ON SHEETS 5, 6 & 12 RESPECTIVELY: SHALL HAVE A LEGIBLE AND AEAdLY VFS U MARUGNC INSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPIKAME REINFORCEMENT DURING PERIM OF HURRICANE WARNING. (A) TO-0ISTpND POURED CONCRETE I I. THE INSTAlAT1ON CONTRACTOR IS TO SEAWCAULK ALL SHUTTER COMPONENT EDGES WHCH REMAIN IN CONTINUOUS CONTACT WITH i/8-e TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUIIDEX. INC. (Min V-3192 Dai.) THE SUMD040 10 PREVENT WPW/RAN INTRUSION. - 0 x 7/8' GAUN-N ANCHORS, AS D BY OEPALTINC,O (MAN, 1'T 1/4 DISTRIBUTED & S CIp.AL) - 1/4« A. 3f4' SOHO-SLR ANCHORS, As OISTMatREO BY ALL PONT6INSCREW, BDLi & SPECIALTY CO. 12, STORM PANEL ISTAILATiOK SHAL COMPLY WITH SPECS INDICATED O THIS DRAWING PLUS ANY BUILDING ADD ZONING REGULATIONS (Mal. Yu-SWO P.A.L) PROIROED BY THE JUMSDICTON WHERE PERM{ IS APPLIED TO. - J14-10 PANELMATE FEMALE IO & PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSFRUCTION PRODUCTS. (MIN, Fc-335D P-0 13. (a) THIS PROOUCT EVALUATION DOCUMENT (P.E.O.) PREPARED Ih" THIS ENGINEER IS CONERNC AND DOES NOT PROVIDE INFORMATION - T/4'e CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (rc-3600 ,I.L) FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SIZE COMMONS DEVIATE FROM THE P.E.D. Al) MINIMUM EMBEDMENT 6F TAPCON ANCHORS INTO POURED CONCRETE 9HWl i 3/4": 2" FOR PiJVETHAA7E FEMME CONCRETE (5) CONDUCTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFELY OF THIS PRODUCT BASED ON THS P.E,O. PROVIDED HE/SNE D06 ,WIT DEVATE FROM THE CONDMM DETAILED ON THIS DOCUMENT. O AND PEMBED TE PLUS AND N 1/4` FOR OF TAP--W CONGIRUCTiON SAFETY AT SITE IS THEE CONTRACTOR'S RESPONSOLTY. A2) CALK -IN & SOLID -SET ANCHORS SHALL BE EMBEDDED 7/6- IRO THE POURED CONCRETE. NO EMSELNJENE INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CON%OEREO WWUD IF MODIFIED. STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE I 1/R` LONG MINIMUM SHOULD STUCCO EXIST, NO 1- MINIMUM FOR WARS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.. (a) SITE WEINFIC PROJECTS SHALL BE PREPARED at A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WAND NUTS, ENGINEER OF RECORD (LOP.) FOR THE PROJECT AND WHO MU.. BE RESRONSIBLE FOR THE A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING As AA DELECATED ENGINEER TO THE P.F.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. IXISMAIC WALL OR FLOOR ANCHORS SKULLNG BE LOW ENOUGH TO REACH THE MAGI STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALT. SE As MENDomm IN A1) AND IN A2). I-) THIS PLEA, SHALL BEAR THE GATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIOM4L ENGINEER OF RECORD THAT F'AEF`AR£0 IT. (B) %0..t:X)irLN�l.rirRFTE ItLDCN w ALi._� L,' Tf4 I TAtNN 7NCHORS AS MANUFACTUWED 'BY i. T. W. BWLDEx, INC. IC %VTFER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY MSIBE LOCATION AT STORM 1/4 a , 7/8 CALK -IN ANCHORS, AS MANUFACTURED BY DETYALT INC (MIN. Fc-1500 paJ.}SMALL PANEL SNUlTER IN ACCORDANCE 16TtR BE, 1709.9:3 OF FLORIDA BUILDING COS. ONE tABl SE PLACED FOR EVERY OPENING. UNEUNG 1D COMPLY WIN SECTION 17099.2 OF HE Tf4 f X 3f4 SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECW TY CO. FLORIDA BUILDING COOL (MIN Fc-T8G0 P ,.) - f14-10 PANFIMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACIUREA BY ELGO CONSTRUCTION THIS tiRAWRIG SHALL DTRY BE USED TO PRODUCES (IOW. Fc-2071 p.e.1.) /1UIHNHU/I OBTAIN PERMITS IN THE SLATE OF $1DAMDA - ,/4- a Cr TA+-CBP ANCHORS, AS MANUFACTURED BY TRu-FAST CORPORATION �` 0�ls .9 A• T1 �,. ,,yam 8.1) MlNatINM FAHBEDANENT OF TAPCON ANCHORS, ELCO PANEL,AtATEs AND CF TAP -CRP ANCHOR, INTO THE Cp� " FLORIDA BUILDING CEDE (High Y61Dei HurrTea_ BOCK UNIT' SHALL BE 1 1/4-, II No.� 4. 167 z emao IA, M W. 20 GAGE GALVANIZED S€�L STORM PANEL D B.z) CALK -IN &SOLID -SET ANCHORS $W.L !# LMBEDOEO 7/8° INTO THE CONICRETE BLOCK IRNRT. NO;� INTO STUCCO SHALL BE PERMITTED- If4' {-20 SCREWS USED SHILL BE 1 ,/2' LONG Me1MUM EXIST. AND I' MINIMUM FOR WADS WfrH NO STUCCO. -',- CTA �y,�`� ■ OLCIliAL PROTECTION PROQtlCTSTiF —Fa_, LLC. P n- `� ■L INSTALLADON__DETAILS INTQ EXISTING POURED FOR REGULAR PANEUCD CQN-CRETE & ( BL00 AXdp16 ,OR _CONCRETE ,51RUCTURES cm OWWAC a" DONCAM AWHOR6. SHIMS 6 RINOUAH to CONCRETE A DHORS `' . rt SHtFr; 6 N Roux n ) ,---i_,_1 CONCRETE ANpHW6 s var ONL14 E)L6TWC POURED OONUETF 1 , ' O)- a�,ELT17,1, EXISTING POURED A HJogt 1•�1t. 9(SEE e 0) \ If2• 1" - '14 Ma,I , c.A f LA 9aHJs i 1' R#,.,�'- µ I Tf4' ,RVOW 4� f4• Rn Xf3"� h 'i.__ (-E'_- ac °;4 1--r"---T ,tpN, S• jWMs i a ac. ;� ; , N081)MO -. l !E i "2 1 A iLm; 71, EXt,IND POUREO E.F. ` I- fEj.\,�Yf"�y' It I\. 1 pAy i° 8 CONCRETE REQUIHEfld \ `' 1 I I - A tlN 1_ i 1 1 8 \ �' `'. i filRT SI,A a t` \ �-\ I 1 {}4{, i 1 HIX euNfD,AE O. 4HRi It A ��" m i 1 KOtT SERA O a 1/2' OG i ,2 Ifr aG 1.96 -YEOR w 'JP, Ae%umH ( 1a WAR I aKK f �J 1 i aEE ffi;6J,aA 1 W.9Idt e I 1 l"""--H„A TsuSleXl __J aw f7Ria,2,�1 i HAA93 I . HM SFMR . I 1a ease. I i&,. 1 i i9 aAei 1 A r YY 7- I---'�( .T._ I � I t 1 a PN4 a I i ,�902-..,i 5i 1 1 I . r I I ; , _,� �_ G.NS . ... .. __.._.. T . I I 1 I � I I R i I � I I 5. I I I I I N , I 1 1 1 i I Owe. 1 - 1 I a 1 I - It y .. I IY I'. - 7 .e EXITING POURED l E.O. ` j p �^} 1 V I > ,'aa t 3 '`w 1 ;' t o PQ 0. f H/r ,. CONCRETE ACis jI Ctl41tF M.RETE ,q_...... MHO # - i wE I 1 ,r., E)OSRNo Palms ! 3 I CONCRflE I o 12 ac. I C0 E OR _ \ 1 r J E ! I ILVtl1N�SA,O a r" A i �__.____j aLOCK _�_ CONCRETE ouact \ ._.. ____1 .-" E�TE6 � /2 t jr .939' V I E%6TING DI J,), \N � i-;1. Yh % �-T' Min. --J4 WNCAEIE AM.Itl% , REOWRM .l - g�j4`'- OONOIN:fE ANCNOR9 .€ -----E.D. -_.. caalnFD y. t Ll'd.TE ANOIOIB / '+.;4 '- ,+, \ /I'',°,�3s/y2;.-�;ALtN�o 1( k, L.._�, ,r- ss. mN I,qW, /� ,/ 7 ,AND 6,HIS e e as 1f0NCREIE ANGMaRs f +; ,."!J 5ut7cEpEa Wf 4110 Hasa.. oa am (S'ei SI.TEGNLE 0N"'" -1 FIRX 54"VIA E ON \ rsnL r'Yir F, 4• (SEE SOMAE ON IiNS, • O.a isFE 9CNFfKpE ON s11Eii5 8 1lpROlOI 9) BEETS R URIOUaI 8 \ 9HffT9 a iRaou9H 9 ) SMEflS a TIWNoucx 6i SCALf 3/8-1- SCALE 3/8-1- SCALE 3/8-1" SCALE 3 , r __V,._ I I °N 1 �' E.D... EDGE. DISTANDE (SEE SCHEDULE ON �oRiII I SHEETS 8 de 9) 1 ',' e I i d 3 SS IjoTf f33$ MAINATLDN DF S�CTONS: 2 ,evallr ac 1 awe I S' TOP &BOTTOM MOUNTINGS CAN Bf i 1 `tYINMIN„N/qA i ok A �/�%I COMBINED IN ANY WAY TO SUIT ANY LNSTALLAMOW a12V``..+, F FLORIDA EXISTING DARED.'• 3J4� - BUILDING CODE (High YdaDI Hurrican9 Zone CONCRETEREGORED. E,D.--- ' -` WM1�ErE ti y-I Tk; 7 " * MHO TRTETXI INC. F'. 20 GAGE GALVANIZED STEEL STORM PANEL WAN ,� SCHEDULE ON 9NEET5 a'IIiROIdH 9) \ S -ct * * $ Sa .'ll`" : . S = o'. 'y. - Ql/ild _^y. �'- m/isj2IDM GLOBAL PROTECTION PRODUCTS, IJ C. Tr� NOW &W. 51 STREET �a -`S R N a 20-17s 3/8-l' �_,--' �. -ryA/rj NT11. 8 -.a,' +. f;7 /, Amu ...&. %, a1A0. 1 I»tlNE 00OW- e AII, (eI4)a4-Hn97 'nw , 4m! _G-OI06719 wnm SCALE INN m,w,m e.e, aw, dureM b: 8 fM7E A TRFIT &.• p;t all xA:tA _ M167 AI[oT 4 ✓FIR' Zd _ PRODUCT 19VAT.UATLON REPORT' NO. 20•47UM 3 6" MATERIAL CHARACTE STIR LAND SPECIFICAjiOW Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26 of Product Evaluation Document(P.E.D.),drawing No. 0-76 2 1 .Anchorspecifications hall as intlica be Ned on sheets 1, 7 and 21 of 28, of Product Evaluation Document (PLED.), drawing No. 20-176. 7 LIMITATIONS AND CONDITIONS OF USE; 7.1. Shell be strictly in compliance with General Notes No, 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P.E.O.), drawing No. 20-176 prepared by Tilteco, Inc, and signed and sealed by Walter A. Tillit, Jr,, P.E, 72, 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco Inc. Florida CA-000,6719 ,r�`"���I �'17111 _ I,'s J,W. r�yB..•' �CENSe _ s ,r 1 7 �0448 _� Elk 7 � ., - TAT f ;,ro z` STATE 0 SI ,,r (DRIP . CaX��•` f*;,,sSJONA1 � ,N```'. A4,1111H1ti+l ", WATILL D'1 TILTECO.ADMON RECORDS I P. E. REPORT-20A GLOBAL PROTECTION: PRODUCTS, LLC l20 GAGE GALVANIZED STEEL STORM PANELI DRwG # 204 l REPORT fF 20-0728.01 1 L I ECn iNc- TILLrr TESTING G ENGINEERING COMPANY W.ALTERA. TILLIT,.M,P,E_ tilieco(aaol.com PRODUCT EVALUATION REPORT Ff.Pr TAaN N,I 44167 1L1:.A License Va.W06?17. REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY, Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protectlonprodr Db4 J& 4800 S.W. 51 Street Davis, Florida 33314 1 PURPOSE OF EVALUATION.• This is a Product Evaluation Report Issued byWalter& Tillit, Jr., P.E. (system ID * 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation, This product is being issued an Evaluation Report as described herein, and has been verified for Compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verif y that the product is for the purpose intended d at least equivalent to that required by the Code. This Product Evaluation Report shall be -subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED; Zt PRODUCT EVALUATION DOCUMENT (P.E.D.)! Drawing No. 20-176, 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 0712712020. This drawing is an inte�Al(�t1]in1a'mmis Evaluation Report. .,ss`y cRR, I/ Z,,r,A,,1 / —,,- t o.' 167 �I�a� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871- i � /i(0t_,On-1531 COMPONENTS FOR REGULAR & LIFE SAFETY NORM PANELS (SCALE 1/2-1") -T5.T5$- (TOTAL wII}TH)..�..._�_-_..._:._..-.�_._._.._.,.._'.".-'_^-._-__._—..-._._—_-I&i9e 00TAL WIDTH)-_,...___.__,..._,..--., ....._.,,...-._.-...>...._,..�._..-12.500' (EFFECTAR WmTll)_m---_� j r ®L3F._-. I.350- ! 1 I "- 500 ;,d^. ,--1. 350`--, . 0.039" IaIN. iMCR 1.300'..� �` _ '! , ! i P S. ' i �. -,y1���, T: .'' ...\ GALVANIZED Srm I �/,- "4 2.657° `-� 2.657" 1 5 r 1 1 GALVANIZED STG3. EDGE / &4V. / ,l/`4 1 �7' Z .2'YOJs , NGAMED 'IYP, �\, A-F '' 2000' 3.ti4"{�'.' % H$'#NMED �� ASTM A-6S3 DETAR 6J � - URiLE 50 SANNIUM s DETAIL Ae .� 1 EDGE G-66 GYV: EDGE I L,ISTAYL A L9iT , L.v.,_.M_.,__..-._ ____-6.250' 14,3w, ® STORM, PANEL (g END STORM PANEL --72.167"—, ` n Y w, r W f.250' _ - _...._ 2ABP_ PANEf'S FAN! 1� ~I '`'.. f E� (pL A29" i a-20. ". ..100. ji -� W/ hnwD FUGF'. '.. i � .too' & $ I.M' .2NAD - �" ,!__ -+1304 9FAEsA-n� -1 I i T 1-�o �� To .Ate PoYERD` , l7_"-i 1 a . 1 ai:ODB' 3,3'J5' .iW , ,D93" 1.SOo'1500`( �,,J�y ;093'LOBS' 2%5« 2.0iXi"39`A39' SEEi -Ihti, ...__* a !C tI I/V aC. ,' .I- - ;M7 20' ""'s-- 2./15` •093' t oETNI 1 .SA IL 5' i i , I T' ' t "`. I !E ® 375 i .125' f ffil' '-__._....._._..........__5" 1Wi--___..._._._...I ' L....s.sD6 -.,, EL...-1.506 ' " 1fiNt R (3) -2r� ISOMETRIC VIEW DETAIL A— 2.am--..e_. 2000''_-= ROUNDED CORNER O ENDS OF PANEL'S END ID W( HEMMED EDGE A7 c a) "h' HEADER ) A� Q) ANGLE WITH STUD @ ANGLE WITH i3FY�.i'�E STUD —N WALES , SEE LET. r_J 1/14 & 2/14 8. 4• TOP EOCE .374' .0�6" ,374 088• 750' r- _ L_ r `_...L_.- r' x& SILO` RNETEO TO I 1.407T.053' .375' a .856'.f ) AINGtE O t2 t/Y O.C. .< - 1 671" It___t " .iF1t__......",�.._ =.a._.., ,31. } bF I TOP 466`. -r�;z"U.---i JZOO"j 4., I.o'153` T.3�F3`1.81i.S00' f---veshHD42 FOR ( } t 1 `d_ FEVERY — { L _._ �71• N\j j_.-'! 3 PAiEI. AONERW !. ...080" �, „_ I 1 r HOLE WASHER .ers.e s.DDo. '-�, ) 7.N 5� KEY t-"\j6 WE' TRACK ANrs`LE (R 3%84s 'F' TUCK (%�,,) E 1--.063, TA PLATED OD36' (NA.) 1^.094 GALVANIZED SiFA' A . _ ��lLt1N4LAH �:�"�^/W�/,�ry,, STUD I Mh 16` LONG -1 .. T. -�A/" ' I -,Oil, Are �i& I` -a .378"e .675'0 - S -5,t�- —j 375 « E No.44167 € 1 i * * 1 FLORIDA BUILDING CODE HI h Velaalf Hurricone Zone �3 * _ �;AMA� .083"_.,R I , 7WA NICKELor wNa i STATE p 6=0 mmo, arc 2D GAGE GALVANIZED SiEiL STORY PANEL A at. i— .725-r 1s75^ 'TEE wnRG wut " H : p, OFF;• ._� ..:44� 2.006 ® KEY MOLE t0 .. �, n7j»jmio "_` AT PANEL ay A� !, _._. _ Nc. GLOBAL PROTECTiON PRODUCTS, U.C. aaE e ® 2 X7 xt/4 1 NNI ,a00 S.W. 61 SiRELT ATDULVTMLY LM7E. YANG NpTI WfDUT _ �"T/ _ &: NO awl, n.'3I3TA 20- ALUMINUM ANGLE MON111R60 WADER W/ ADDITIONAL ,a Ra : R raw ee oa A A,m R LAIR (atAHIW-7546, M, (f64H0-ma7 20-178 mtCR-00o6719 • 7/8'0.3/32' WASHER (SIANUF6S �"" mr-tm, — ,aoeVee Ye m,t.nn WeNO Ne: N- SIID. kiR NIONEL PLATED STEEL). t �h wNM A 1D7.Ir Jn, P£ - 9NHT 2 OF 2e 1 .7a &fig =a 7HRG,JON 9) p EXISTING F A CONCRETE CONCRETE 6 a'E/X/REO. § RR I I i 1)IDCK I RDUIREL. — ' _..{ CONCAM ANCHORS PTf' - _ N @7s , TNROU 9) SCALE 3j8-1- ,_RFOE OF DOSDNG a NIEN 1' WOE x VARIES. 1,Ki ENMIK: TACK AWN. TURE OR i- x O/ P.T. WOOD PLATE SPACER ,-_,E1�DSODRNi,6 & NEW 1" WOE A VARIES X I1W q I ANAL TUBE OR 1" x VARIES OD ._P.T. WOPLATE SPACER CONCRETE ANCHORS • • (SEE SCEORB ON - 19IETs a TNNOUai 9) COM. Sl D x-x seALE 3j6-,• DUAjL FOR SPACLU AQjEQ Al TOP OR @(1TTOM TRACKS ARM IQ RANDS 1 El+i3 Q Iaf S DETAtl.S FM INUAUA IH1 IN C%XXM XK 51RUCTURES ATE = OR = '. 1 VAUD FM R£GUIJCR. UFE SAFF.iY &Q E-Z 890 PAEELMX j I. I. I Min. E 0 � _� r_1 .W J. 1 has. _ mAW_i.i.* IIV _ .% I--1- -- j J1 o r -, I �_J DADA. (PLAN) D'49 ...: _` :'1�Nm-n amc, _A_. SiiWf 3/16�-1' `Vr _A A,AVY 1__ . CASE 8 (PLAN) 2jSCALE 3 16-l' € r 1 IM4.,jp� Ycra�driceIV_WT iuow . ,r. bN C4wpE _WM r, Fly` \ _1 f_ f 1 �wr_ad�4t,, N 1 a'.r Imo +ALE (J-"0 ,. 1 �l ^ 1 �jj A y P.Y.& �1m1n6 ,®- W. I YA. tom_. a i4NmRli.. L I ! groom,_." I CASE D_tPLAN) CASED XUN) I _—__j SOME 3/18-1' SGV.E 3f18-i' Ra+s ,�m,olrA /g r a rC' e m AN F `, ON ., cMc" «cans a A f4,.1.•.1 % '8 9 . imam marfi' lam m — I-i' +&N-i '� `}'�� `` i'''\ ''\+\.-k'\,.- cue ,mesa `.a.,,te9ga' s isms A A a //�4�y --Der. Rate ,nv6w atYH,NnT_-.i SGA.E 3f8-I" OPDaI¢ YINTO �- X can a/ AanN,® Amu E.O. EDGE DSBT7E e�M. Abe ew m r'iaw1p (;ALE SCHEDULE ON t �0 . js',}LSE F �fPLAN) SHEETS 8 & 9) L SGLE 3/1(1P roTE FOR Lro)p4ATDN sfctroNs: TOP & BOTTOM MOUNnNGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) INSTALLATION. _ .... SME 3/16-1- FRODUCF'FVAr'ATTOHi EPORT NO 20-0727w 2 2.2. TEST REPORTS: Large mis sile sslle impact load tests wereperformed under SSTD 12.99 standard as r section 1609,1.2 of the Florida per da Building o u Iding Code: Uniform static loads as per Section 1709.8.3, per ASTM E-330, Test reports prepared b American Testing Lab of South Florida, Report # 0814-01-01 dated Q311102 witnessed by William R. Mehner, P.E., Boltz MoraZ, RE, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed. and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P,E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123,01-10, dated November23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3 STRUCTURAL -ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load; as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiiteco, Inc., dated 12/1$110 and OK7113 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E, 3 MISSILE IMPACT RESISTANCE; Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE` 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thru 16 and 18 of 18, of Product Evaluation Document (P,E,D,), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. D.M..(�), (j), ®} D.M., @. @, ®,H- ,/4. I MAX. GAP i`o___4 4 467 * ,* STATE OF ' "ZORi4' .'• J C;s` Ov 11/4, 2/4. 3/4. 4/4, 5/5, 7/5, VW/10, 2W/10, 3W/10, 4W/10, 5W/10, 6W/11 & 7W/11 MAX ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B d, MIN, , FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 O Q PRODUCT EVAi UAnO.N iwPog,r No 20-0727 02 3 S INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No.-20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 1`3, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. D INATERiAL CHAFtAGTERISTICS AN DSPECIFICATIONS• Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2_of 18, of Product Evaluation Document (P,E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7. LIMITATIONS AND CONDITIONS OF USE: 7A1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175 prepared by Tifteco, Inc_ and signed and seated by Walter A. Tillt, Jr., RE_ 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 bYWalter A. Tilli t, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-000671q). '7fX-�<_ ;t D:1 TILTECO ADFA.ON RECORDS 1 P, E. REPORT.20.1 GLOBAL llk'. § j. ,-'1rAN,, jw S, GALVANIZED STEEL STORM PANEL I DRWG.#20-175{.REPORT#20:-0727R , ,4+'.. 1Onm 6/5 AS I .- _- s NONufS a £4Wj i SeE SECIONS AS I i�fz/"Z,711I I ,I 171,I]l MW. MMAX - 1/4, 2/4, 3/4, 4/4, 5/5. 7/5, 3 1W/10, 2W/10. 3W/10, 4W/10, 6: 5W/10, 6W/11 & 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON $•EFTS 8 & 9—__ _._._.._...,..�.�._-. FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 `. -.-___.__.__...__, REGULAR STORM PANE In & Q ELEVATION N.T.S. 26r (MIN. OABAP -1 WHOLE WU.E'1) ! 5 Ec $ -200" x 3/32• { i _J) 1 ; EO d 1--_ -_1----i 1/4'. Mall. GAP INSTA ION INTO EXISTING POURED 0MU EQR REGULAR PANELS( CONCRETE OR CONCRETE & 9M BLOCK 3 RUCTURES ppURED CONCRETE Ot _ IRED CONCRETE CONCRETE i '- -OR CONCRETERBLOCK FOR WOOD WOOD SEE SECTIONS CONCRETE SEE O SHEET B_""-"._ OONSHEET (- CONCRETE BLOCK ED REQU__ SONEOIAE CH i OR CONCRETE M.oCK I FIGURED l sCHE U ON -01 F, IS Mcw. 1 i r--� _•.tt Mk,. Z67- (MN WEAIAP --1-T11YAXE WALLY) 49, 1%ama" —DAL t N@ � 3 I• �'` SH ELF 9) I ` SIECT 9) I I —1 i I I "4a i R i I �` Y j- { I.' , i. i r. `t,' I , N l.a LL _ ! ._ l-+l r.- _ I.."-_ I I 1 !il I' _ I - i I I 1 , i l tit I I i 1 '\ � :i I I 11 C II' I' I i �1 II' %Ij Is s ,I, i ,I I L i 1 i' - � iN l I l i i I i 11 1! i °! ! 1 1 I l i i I 5dX t ( �"L l{ fm^ I i `�\i;'s, \`` r 1> i �® E.. I P , I I 'l -.\ \ i 1 1 I C, .. , \ �'� a�'\ TO 1 1 l_L. L ' i i . 5S. Bd.TS Y!/ f I a I 1 I I I 7 V a a -�i-- ''7 6f32' `; t. a EVONa 1a ,,j r ,. F; MN, j i , 1 k I 3" a �. 1"'i9RE.9eE,auE _. , I H%, ,sWI'r ,0 i zc ,s° m j ! $ I- E o8 t I era 8) 1 , ('j I - I i i i- asanu,t a8 I I 0ai n o t i ai r I .i_', j 1 t j , i., 1 j . , l i I j I �. -`"' I i i t I I: I !'I , , "' .I i } i ' I a G L t _ _.,_. _WALL_:. �1________. Ir/44---- VI E{3 Iss, 9n.1s I+T` 3j 7/Y.. 3/3Y' -- -" M1 ,At a 61QI --� I i :/�.- � j!m era at• i -''Nl Ass/'Baas »/�. IIIR e EAtli I--.. "�L ,y7NC. 3It i , r §� ASOX t .__w..__. -: ���.� _. __ It/4•A-Brt. b.1 As.s. a,Xa9 irT' ;y{ 1A a 3/32' -- 2 I HAT a FAOI --} a .I I I I A11.,_ _ . _....._ . _� _ _ __ _ _ _. Ii �' } T r 1 [ri T.f 't'y'1-,"TI j I-1: )- i i.r C ,, j k I i, ; j '.. I ; I , ` , I , I ; ' 1 I j I '. _ . T i ; I 7N '' { I Imo' PL r" V, --1y{ r I I a - � , A , h- Z,. r'w i i 1 1 I°°' _ ,- i_ r � i ,� i i r i v I , I 1 it 11I f i it N k i 11 i I I I ! fjlj@ I ,,li � I ,. i, � I; 1 t � I I __L.-11 , i I I #x ' i i BOX H sox - f`BNASs , Ws8 'T � I 1 OF i' 1 OF n` ' i I ' L_ 50A , 3' M9X. i a 1, M IR/R AID 3y�fly ant 9XJt2 3-M.. ? MM.1 , �,t�' MAXi i MAX l ,Ei!'` �.- l I 0 OF 1- . ,. MIn. f / rE ..,'l1// -. MU b,_-__-.__ANCHORS: : , FOR CONCRETE SEE SCHEDULE ON SHEET 9._„__ FOR WOOD SEE SECTIONS ON SHEET 12 7 •f e' % , smr 1 ✓` STUD a t2 1 " /r as I `-� ` i � i E' / I i i i REGULAR NORM %KL_S_ & ELEVATION 3 3rs SCWE / If4' MAX. CAP I T ' 1 i ! f 1, ,. I I� l Sca i 11jj4" S'.3 4' S.S. 80Li I l;7fe'e3/32' WING NUT O 12 i/2 O.C. j { i ' (MH O+EfQAP�i Mk#71E YAIIEY) --,,,,,,,.,,,-, . �9j wz• I Cb ' ,fyIOtfiB.IE ANCHORS STAGfliRFD i I CONCRETE ANCHORS ($fE SCHEDULE tiM CONCRETE ANCHORS `--(SHOET S�iFDUE ON Ile MAX. J ' S.y I W/ S1UD� MEET 8) SHEET 9) ygIRWOXICREfE UR.- BLOCK fX OR .—�. SLON: mmm OR ION® ALUMSED SCALE 3/J2"-1 REOUeRFD SCALE 3/8-i• SCALE ,,,I". SCALE ,FAA 7(� y�I ' �}t;EN EN--.. rs FLORIDA BUILDING CODE kllgh YQIOaff Hurricane Zone E.D. -EDGE DISTANCE (SEE SCHEDULE ON NOTE FOR couemunori 6r SEcnON15: TOP & BOTTOM MOUNTINGS CAN BE x i N0 44167 •; -T `..._;>0.—..'.�..,. s*' * _,_ .i 0 -_...,..! ��" 20 GAGE GALVANIZED sTEEi. STORM PANEL "`—'- _ �r�ry /s. �,Is GLOBAL PROTECTION PRODUCTS, U.C. 9Wai eT: I' M-. SHEET 8) COMBINED IN ANY WAY TO sun ANY INSTALLATION. y'O: E 61 V V INC. 468p 9.W. Se 1c8IET ,,,(},T�. F' R14P'; °' TIT • AM` aANE. �i4 �- Ac M.. A ,N. AA 1aa,A mlaN,s, a Alm RAIL (I5 )0H 75A EAm t85,N.&-e'APA fA,A ' 20-176 t1 Aq Si. NIL — : Ow m-I- . h , 1� fn-Hal or-95rH6 aarbw. .n, 4e.,.,. ,� DRNYpw owO„ N NHNAM, TE 14k.T0 A mat Jr., 7P.0 , e•a s-. 6rM1T a aF 21k f^O (1) W C_ / U) � _ C0 O i/1 i ti � -I-,�U = � L CDLQ- O O = cd-0� -1--i (1) (2) s= Q) =3 -0Q O M O - CIi -g ,— -0 O � L Q _O N MI O O LL M� O M > -N � N 0 CU O L Q � (Q -0 �+— .= 'a-' I Q Q Q Z Z W J \,' 5 = O0 UM N C=3 a- �m X MLLa r_ -0 O L Z a) � \V O CU IN _._, () , C N '^ V< E ,9_( �A 4 O 3:M N 6. UN <.-a)�0 w R a) 01 0 5>5E I O O D C (� U I- - ow (n L. -,I-/ W Q) _� 0 L_ (/) CDL (1) 0 =3 O 0- 0 a r � / L W LLI Q Z Z Q J CL SHEET NO. SH 1.0f Ii"I'T III r Sm wpm 1.3 • • WALL AND LOOK MOUNTING Ij+1STALLATION FOR EE7rAAx SEUT EAMELS A, mF�, 4'a MMl sgiH {� wf i.SA a, T • i 2 - !=1-'n ,E�, o t O, ilk, AYm. +++D•? parr" ENAM " 1^ $$I7oNi LA • i ' /� Yi IA431aN 2 Y, O //4i 1M6T sous .4. �`�4'ti` e j � � ! Yi 1• _ %• _ wMN[R t NNr. 1 w......�.r EOOE W WALL f �.. wSt+YP iNC913H fit/, `• r F 1.. rtt. NitPFMNAQ#IDORM[Owft/OI�Uf $/+. m•• TARiONf,RN/`• PEiII�IDMR+ipFKl Raa I 1 i ) i I- $ 1 ELEVATION aEa Y-Y tm Em�Rc alas I SCALE: 1/4'. 1• SCARE. 1 4 1 1 DETAIL t 2 1Wf awr. 1 rtatwe[ �'na Sim q i 1 ) w/ N+.s7+• RA a�x,aclr Y�eI �: FRSID KOGR I. 3 1 Ad}. -720 NJ 6Y/ MA&6A N MAT. (CROON I - 4 Nun.+/aNO{E 2 A fA r `3 1aP1FR'1"'n 'n - V ELEVATION SpQT W Y-Y SCALE 1/4•-1' U'K. YNNn,KIMJ MULLION SCHEDULE •VM,■k•) wx UVLUON SPAN in,) ' _ - REWIRED 1Fn. TUBE MWMON - 6 4-S• _�•2•.x r : 1fC > 4'-6` TO 5'-S` 2• .4* a Ile S,O,OIE ,, 3, .. JIiM a > Ir- ADO Al p W Tfi Aff FOR f., -Tt.O p,DEPMt, PRESSURE MTING SECTION 1°0'3"NriFNG°E °RE"E° SCALE 3/8-1` NOTE: OAR 1 LOG1TEOwA1 TOP OR 80T O OPoom (CANE PANEL 0F•ENDID w/ TUBE TOP k BOTTOM) BUILD -OUT IMIOUNTM DWAU ATION -ALTERNATIVE t W SCALE: 1/4' - 1" NOTES: 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITIi A.S.D. DESIGN LOADS UP TO +55.5, -72.0 ps.f. AND PANEL'S LENGTH UP TO 8'-8'. 2. FOR NEW WOOD FRAME CDN5TRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL M MOUNTINGS CAN BE ANY WAY TO SUIT ANY t k i+SEEySECEMpO[R.E i imp nIM 1SEPA4RA7ON1 Tb CRAW (SEE D.U. ,/,4)(_ i I 'EVERY CHIN 1 OG 111 Iii I IN ■.':�Ra��:#e3�1�•rre3�•�ef>i• a>.n�rzsrc • ii 1 7 +. O i li+t•. :.: Wi Hurricane FILING k FLOOR MOUNTING WAS h FLOOR MOMNG INWA,I,aMN - ALTMAMELW INSTALLATIONS - ALTFBNATT(FE 5W (SECiLON AT TOPIS LIMITED TO +55-4-57.0 MAX. SPAtE. 1/4' - 1, A.S.O. DESIGN PRESSURE RATING) SG1LP: 1/4- - I' d. Q�Rxw�n',Arnewma ; 1 rr• ,KaD tm. 8 o.A KG.wBr w lUHI uL0IR9 r R�•,IWRma " ■w OnII® xtx rum MOUNTING INSTAUAMN - SECTION "W SCALE: t/4- - 1' IN Jar%f,✓rrr; EDP a "W14) POUM ? r qn. mIfON) i:ank CONGA m ANCOR +•-I (mSQ=W oN WALL MOUNTING INST U a N W gin, /4) I �A�,yj� F7.00R MOUNTING l�$�!L �.±Tt(3N ,I�TIb - SECTION A STOKE 3/8' - I- - SECTION 2 SCALE: 3/W _ I' MM ON {�' CAFFTY NTnaY. NEL �y'PSiFM 1-_ NBTA_,�I ATtON I. LIFE SAFETY SIM PANEL CAN � LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL) OR AS AN INETERIOR PANEL (ANY PANEL LOCAi10F1 W BEtd'EEN END PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE WSTALLiD ADJACENT TO REGULAR PANELS (W/ OR W/O RELi" TRACKS.) 2 LIFE SAFETY ST PANEL CONSISTS OF 0.038' GALVANIZED STEEL STORM PANEL AS PER COMPONENT (v. SHEET 2 OF DRAWING. THIS PANEL AilOYYS ITSELF TO BE ROAM OR INSTALLED FROM THE W61DE OF STRUCTURE. 3, LIFE SAFETY PAN�I. REQUIRES TGP TRACK TO BE COMPONENT ma BOTTOM TRACK TO 8E COAPDNEIII' ®:1 AS PER SHEET 2 OF OARS DRAWING. A�ANNMINNN `�a �Q ... OUNT BE INSTALLEDFLOOR MOUNTEDSECTIONS i a. �;'•C• EPIC 14FOLLDWING 2 ON THIS SHEET. AS WELL DEWALL tad SHEETQ • 4, M^P,, LENGTH FOR COMPONEor. IS`. - Max. ANCHOR SPACING FOR COMPONENT 0 ANCHORAGE AT BOTTOM IS CNEN ON. '* SCHEDULES 1 A 2. SHEET 14. COMPONENT MAY BE PERMANENT OR REMOVABLE 5, SEE DETARS FOR INSTALLATION INTO WOOD FRAME BIALORL05 ON SHEET 15. .ICJ•. OR B. SEE SHEET 4 FOR DEW APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION OF O�H��iSL+ M•� AA S ONi SPACERS AT TRACKS INSTALLED AO.tACENT I9tD 9EY014D TO STUCCO/W000 6W05. AA+Ibe .•,,.: ! W/4, 2/4, 2A/4, 3/4 OR 4/4 L-pk1, 2, A �W/15 L*1. Z do 1W/15 ALMMn LOCATION ON In SAFETY PANEL L AREA WIND LIFE SAM PANELS i LOCATION OF LIFE (SEE 1001.0T) -- ------ Le. RED" PANELS W/ OR -_ W/0 REGULAR TRACKS - SAFETY PANE. --•� (SEE NOTE 1 BELOW) • LAST PARER. Q. TO BE INSTALLED AS �`% ':` LIFE SAFETY sF.T PANEL CPE OIG SM4.L AU NIA 8E PkOVIDEO W/ ,PAR TRIAGE TO FACL1017E NbTALLADON SiTEN0E0 BE INSTALE. UM OR WJOV0 FROM IRSW ELF TION TO 3/32'-1' (/A� {�SCCRALE /a` M■.. DAP `•^ "�� 1 ■ 1 E 1/4• CAP 1 µµTT 8 {AL OE NOTE 1 PANES. B ATE PNEI6.A 'SEE NOTE t) BUTTON 8-1 SCALE 3/32--1• MAXIMUM AS D D=N PROSURE RATINGS AND CORRESPONDING MAXIMWLIPMEL 1■EKM t" SCHEDULE IGTMG(p'e _.y L ,y 4WYR O CLAW ON TO CLAW PN>£i. CONtONOF +S9.S. -72.4 7'-W OR L755 2 1/4' UNIMIM I TNRU 5 k 7 +56.5, -72A >P-3' TO a'-!` Moa. 2 3/4' UNDOITID 1 TMO 5 k 7 +SaO. 72.a >e'..6' TO /1'-2' Mat 2 31r ` •o•bZW4IIN$ +438, -4R.0 W-4- ON LM 3 1/r • g0.1ID lU B, 9 a -0. '� T •11■#. # ,'Y •3#IW A. 4 A f T ! !AIL lltt # Lk• ■3F. 7kA •3 :ilk �; _+I :�k �_S _kC /_.l ,..; d•. -.-a. O :f1 :. Y..-. 1.... �-i-.N,;n.:f 3tF •.. -..lean , MAX" AS.O, OESxOt PRESSUM RA 3 "MIUk! NKHOR4 SPACI S FOR F.O. - 3 1/.7' - APPUDARIX TO Smnows I k ANY COMOR49M OF Ti. MAXRAA PANU LEWG)N l' R, TAPCON OF V7 GRa• CNK-EN PANk1YAE FEMALE ID polkDAATE PUS m CogRETE 70 commm TO COIN:= 70 commm TO comcwt TO ComoRew TO COWLPm 70 mgm TO Odomm TO OTW $' ... K/A N/A WA e' N/A r $' (TOP) i $• r N/h MIA r r r r r $` 1 (mo7A1N) Ir KfA N/A WA 6• NIA $` WA r N/A 2' cwp1 $' N/A N/A N/A 6° N/A 6' WA S' N/A 2 (WITOW) +55.5. -T'i4 $• WA N/A N/A 6' N/A $' N/A $' N/A 3 k 4 (TOP) 7'-5' OR LESS OR $' S" IVA N/A $•.... $' $° r $` $• 3 {BOTTOM) N/A N/A N/A r N/A 1' NfA 7) W' S` N/A W/A ESWE 6• a a• r •L 4 k 7. (aDTO10 N/A N/A 12 t/2" 6 1f4• 12 I W 6 1/4" M. SEE SMELTS 10 k 11 FOR ANCHORS TYR k SPACMO FOR I STNIAIMINS KID WOOD mw MUM WO" $01CHOR SPAOl4Mi AND MMON EDGE 1RSW= ARE 61DM IM 04 THIS ST ELEDULL MR LD. Ums MAN PMUM ON SGkDWX RMIOE 00,OR PACING BY MULTI LMV SYCEO SOWN ON WMa BY TIE FMLOMM FACTORS FOR 1M5 OPERATION TO K POSSIBt.E RMICID SPACING 00mm USI O FACTOR s>MIL NOT K Lms THAN i/WA6TM SA1 I WATED FOR PACK ARGON TYPE AT ANCHORS LEO Da AIO/gR'Tow 1/r. ^' 1/4`. - 1/4'i t/4"a 41 !'• 1f4Y rAFibN OF ti4vptlP 01" sdma0 Ya NiD16R BArAM DN ] } } 3 f ,n 3 n4maP6�utG ara.Nb. i*J 3 d. d 3 ] .din OMWO Gnnd. wMA 6A). J J } %n d 1n a 1/f. - J I/4• LD. x 3/0• LOM muss Bu31mkM W/ INSTALLATION DETAILS FOR REGULAR :PANELS((. do db ,/4Y-2DWSS. TO V $ TAN aA, FOR PANEL tE1ROTN5 tP m S•-0' NO $ 5/4' O.C. INTO EXISTING WOOD STRUCTURES FOR LPN0TN5 UP m T-8• OR �ls-,0 KE awn 12 1. ' O. C. TWIN 4 1/2' ALL A T EM IS PE m FOR lEMOiHP.IP \ F 110TOER r= ,R# IwlaDt iij= y F OR 1 Wow - Iij ALTERNATIVE 1 W ALTERNATIVE 2W SCALE 3,1-1' SCALP 3/a-I I 1 .SEE SCIEOL$.E ON OBE', R P POl 'TOOK 1 SON SIRS ES && P To � �/63/g2• .#9 + A770N To I ) m G/55.- ((.--, E j 6TW Oc Y I EO I EQ r 1 t A;. ED { ! L s i amm •MASS O/SYRM .i W/ 3/45r-2a2• SS. Ms. IS 5 I/+r D.G. FOR PANELLETIGINS UP m 5'-m' AND 6 ' i jjj I 1 . � � j iIi:3R'-2P"3in'a's} w!s NIA e r a:C. d aaN. �7 mmum aD MR LBom LP TO B'.r MNn �f) Y i OR /14-1a P1ULE11Kf£ :E1MLfi' 6r OR PANEIJMTE PLUS • 12 1/r d G WIN 1 L � ; ,/,v W Smm • e• ac W -� 1n MM ,MPAw PFNnR r4x ALjEgf TiYE 3W ALTERNATIVE #w //22' Im r4mo D P001tum A7 15031R1nt OF 005TN9 WO06 PLATE Me 2"x, PLATE ;$��' i rM•OM O,USG SCALE 3f8-1" SOME 3/8-1- i 14u N3. LOWDIS UP TO 4'-W Mau MAME (IIRM MDiiliflNg INSTALLATION BUILD -our McomwuOE tMSiALLAflON NOTE : sELmER TRACKS NOT SVAM FOR CLARITY IN SCALES 6_1 SCALE dJ6st' IN _. yTt(T{n11%. Tltt/ i. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH &S.D. DESIGN LOADS '•` GENs+�'•,•. • UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8'. •S'.� J FLORIDA BUILDING CODE Hi h Velaol Hurrle0ne ;one 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ND• 16 om MIS= 20 GAGE GALVANIZED STORM PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL s z STEEL PANEL hl(Yif FDR cDMBiNATidN ( SECTIONS ; 4 0 . ST df n�`CO IMe. zi GLOBAL PROTECTION PRODUCTS, U.C.Me 'BOA:••, FL (� TRtn tasnNO a L'Ma,NEE1B SIRSEr +6w s.w. m "14 1LWC, n TOP do BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY 4 F 4.AA/ S•$j.. A .. R.aAPANY Ka Y■. w 3r4 YPYAP4 m,•Na6. R SM m_Ia1 w-o :1Knr-CA-o PHONE' (RM)6G^�7516, FIN[: N✓K)6$9-6i6T FJOL aN r 2D-176 OtAY9Ra. tb: INSTALLATION. �FN tR 1N (NINE $ ZiFX,l.L(iV7A1OE/1A.ATE ee7�i9 IwL7ER A i11J)P Lr., PE rN.rml R an r veoWn- Wne m M. l6! _ SIWT „ p 26 STUDS ® EVERY OVERLAP (12 Ile O.G) TO HOLD PANEL } N'T: : •A L • .�L * • •i is = • is t : STWS O 12 1/2' O. NOLO P MLW, DARE O s can. �c�s€ •} KTEt6LATE �OR ' dma. ANCHOR Nmw A3M.lOR i SPAONO SRACOO DETAIL FLQQR MOUNTING INSTALLATION (APPUCABLE IQ SCHEDULE 21 SCALE 31fir - I" MAXIMUM A S,Q„-DESIGN PRESSURE RATING (R.s.f.)•NQ ORRESPONDIN MAXIMUM PANELLENGTH -0 SCNERIILE "UtAR F QW TO •sCT= 1 A, 2 INDICATED FOR LIFEIN= STORM 6Y8IEL ON SHEET 131 MAXIMW NASA. TAMON OF iM-ate CKR-0 RMLW E Rua 0. AtlRilY1E P" APPUCASUE TO SEGSNMIS 1f A MAXIMUM PNIFS. PRCSSLa ad, TO dOC:RiTE COt RInE @LDC1I TO CONCRETE GONCWL7E $ICIER m G1111TE 0 SEE, BLDCN TO - SOCK TD CODREE mTo BIACW cOWIiNATKK4 DIE THEN wow v iTLD B" N/A N/A N/A 8` N/A 6' N/A 6• N/A 1 k 2 (TOP) 55A -720 B' 7- 9` 9' 9' 9' s' 9' 9' 9" t (BOTTOM) 5'-0' OR LESS 6` N/A N/A N/A 6' N/A r N/A 6' N/A 1 9L 2 (TOP). +55.0 0 9' 5" r 6` 9" 7 1/2' 9' 9' 9" B" 1 (8DTMU) 5'-0' TO r_v" +55.G -72.0 8` N/A N/A N/A N/A 9' N/A 6- N/A 6" N/A 1 $ 2 (TOP) TO 6'-8' MAMUM AS.4. MGN PREssuRE RAIgD I MW ! 5/r R h FEW W aF A 15WC 1 (IRO w 8 LRR PRpN 1OP O Ni'AQ APPUGABE.E TO SECTIONS / h O WXHMIIM PANEL LENGTH 9.' (It.) T - - +49.2 -81.5 3 3` - 4 T/2" _.4 12" 2 (BOTTOM) r-8" OR LESS +52.8 -66:0 3 3" 4" 1 4" 2 (901TOM) 7'-6' OR LESS +55.0 -72.0 2 1/2 2 1/2' 4" 3 1/2' 2 (BOTTOM) T-6- OR LESS +55.0 -72A 2 1/2• j 2 1/2' NfA N/A 2 (BOTTOM) 7'-6` TO 6 -0. +55.0 -72.0 N/A 'i N/A 3" 3' 2 (BQTTOAij 7'-6" TO 8'-8". . No. 44167 MAIaMLI ARA NSilON1 N vmuD �ttow. IdrE 9[Oflpe) LM4WW m mUS4 PIRG. (aIMION aloiµ -TLm Y-r' f ]/a' IA((KATN SM OBIT 10FOR ANCM"MA 1YPE k SPAV FOR R15TA ARE W INTO WDoa ,RUE'aU1D1Na. ED-MWINUe NMWJft 6PACtllfdb Nlp MMILBI EDGE O ANDIO ARE R10YiW UU 1PLY SC'E9+At FOR N O iSON INCWIX"BO W SCIMU.O A.[ REDUCE /LIOR T NS WM M ALTO K Ma SPACING SHOWN KM ON ACAO O itt DE F'Ol1OONG FACTORS. FOR 1ME OTHAN M I m BE 1 cm MIDICKE nk O N ANCHO tom rft FACTOR BNILL HALT W LESS INN! WAWIM 6MOdiG WOFNEO FDR FAL4r ANCHOR TYPE ATAPMJORS LEGEND. 7m 1/4h 1/4. 1/4'4 t/4'w 111r. V.nm v SVeTI1BP muK-N Lwt A -am &ACRID S,) 3 3 3 3 2 1n •Soub4TAIK• D^3 2. d 3 b 3 R.4Owl 'L1NrA LAe) 3 3 d ,/ 3 1n 4 AWE. EL OW OIWSM - WCTOR (VALID ONLY FOR QINSTALATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS 4, 5 k. 81 VARNAN WARM ANCHORS SPACING NOR EA - 3 1/2- A3.01 DES" TAPCGM CF TAP -CRP CNW-B! PRTE FENA E D PANELNATE PLUS SOLD SE( APPUCASLE TO I k Ihk W PANEL PRESSURESECTIONS FM.1RM (P-C) TO CONCRET m COMMM BLOCK TO CONCRETE 70 CO WM HACK TO CONTRITE TO CONCRETE aLOGR m tONOREIE m CIaNRxeENE BLOCK to CONCRETE.. TO CONCRETE BLOCK TO CONCRETE TO CONCRETE BLOCK AW CO WON OF 7NEM LENGTH 6' N/A N/A N/A 6" N/A 6. i N/A 8` N/A N/A N/A 1 (TOP) 8" 4" N/A N/A 6" 6' 6" 6' 6' r N/A N/A 1 (BOTTON) 8' N/A N/A N/A 6' N/A 6' N/A 6" N/A N/A N/A 2 (TOP) 6' N/A NfA N/A 8' N/A 5' N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5• -72.0 6' N/A N/A N/A 6" N/A 6" N/A 6" N/A N/A N/A 3 h 4 (TOP) >r-5- TO W-r OR LESS 6" 4- N/A N/A 8' 6' 6" 6' 6" 6' N/A N/A 3 (BOTTOM) 9" N/A N/A N/A S" N/A 6" N/A 6` N/A N/A N/A 7 (TOP) 6" 4" NfA N/A 6' 6' 8" 6• 6' 6' N/A N/A 4 k 7 (BOTTOM) N/A N/A 12 1/2` 1 6 1/4' 12 1/2- 6 1/4" 6 1/4' 6 1/4' 6 1/4" 6 1/4' N/A N/A 5 (TOP/807TOM) Sox, -53.3 N/A N/A 12 1/2" 6 1/4' 32 1/2' 6 1/4" 6 1/4" 6 1/4' 6 1/4" 6 1/4' N/A N/A 6 (TOP/BOTtom) W-8' TO 11•-2- 55.0. --72.0 N/A N/A 6 1/4' N/A 6 1/4- N/A 6 1/+- 6 1/4- 6 1/4- 6 1/4` N/A N/A 6 (TOP/BOTTOM) 8'-8' TO W-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4• 6 1/4' 9 1/4' 6 1/4' a. S. 10 (TOP) ,SA. _4a0 6' 4" N/A N/A N/A NIA N/A N/A 6' 6' _6 1/4' 6 1/4' B (BOTTOM) OR LESS lY 4' N/A N/A N/A I N/A N/A J N/A 8' 6' 6 1/4 8 1/4` 9 (BOTTOM) i2'-4' OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4- 6 1/4^ 6 1/4" 6 1/4' 10 (BOTTOM) SEE SHEM 10. 11 AND 12 FOR A4CHDRS TYPE k SM M MR RISTAUA71ONS INTO WOOD FRAME $IHLMNO. WRWLM ANOWR SPACINGS AND MINIMUM EDGE DWROE ARE wOCAED ON 7L6 SCHEDULE. FOR EG ums DNII INDICATED ON SO4MU REWCE ANCHOR SWIM 6Y WL7WLYING WACRM SHOWN ON SCHEDULE BY THE FOILAMNG FACIOR6. FOR INS OPERATION TO BE POSSIBLE. REWCED SPAC" OBTAINED USING FACTOR 61ULL eOT 1E LESS THAN V MMVM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEOFNO. ANCLiOt TYPE 1/411 t/4'R 1/4'■ Ile. 1/4. 1/4. 1AISW Q TM-tl1P Fi}IA1E OAUIlMl%-N 9OO-fA7 16i ANCOR SH1G10 ok) ] ] 3 ] 2 rn ] AWL Im D'B.E TOLL mm FA•c TOR 21 ` ...r Z-1 I,m - Si -I - I Im I - I tm ,m DIRECT LTERSCA�� I>:liE�1 I. INSTALLATIONS FOR ALTERNATIVES 8W. 9W & IOW ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO 443.8. -48.0 90.6.1. AND PANEL'S LENGTH UP TO 12'-4' 2. FOR NEW WOOD FRAME CONSRiUCTIOW WOOD MEMBERS TO 8E SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY + JI, lY_ NL r 4 • .11.r .7_ .IL+.. ! .MIT1 FLORIDA BUILDING LOOM TE 1) INSTALLA110H MAIL,$ F ,/40 LAS 01T' D.G. W/ INTO EXISTING WOOD STRUOURES r-I 1/2 L% IRPeADw PCNi1RATON m EHI W WOOD WADER % i i t 7Ear-, REGDmo i I S4U0 Si 91/Z` O.C. i ALTERNATIVE _ 1 A TEjR AjlyE Z i I/e' IIYe j S5CI MW SPCODAUIS F TO Ue 12 ,/2' O.C. B i OEww 4 bft i p ( t SEPFOR TON m GLASS 9 I 1 f ED ED v. I I ED OR / `� 5 EO i ED ✓` „ 1- r ` i II i i{ 4 ` 4 �I: I IR WOOS PU1E { REOUwEO i ~' WOOD PLATEromm ALTERNATIVE 3 ALTERNATIVE 4 R I` t`if Wu'TLI GOEOPEN' FAQ as / , 1/2• tl 1N1D.nD/6' lDMO aRAm BU9HNM w/ 1/4'hZV FRAME CONDITIONS do ANCHOR 1/4•.-2a PAFELALArz FETRNE o aR A!„TERNATIVE �IQQjI Lt}CATIOS PAIRWTE PLUS • 6' O.C. M , Lf3' MN. W L- 3/6' - Y I'mo FA PENETW,Dm to wxa+ PULE NOSE : %ftmm MWM NOT SNOIW+ FOR CLARITY WALL MOUNTING INSTALLATION""�pNTi F ALTERNATIVE 1W��`��` SF •' SSYE 3/4r - I. +lT'�: ANC •"• Z FLORIDA BUILDING CODE HI h. Voloolly Hurricane Zone B�It•5. * m2ma nlew. Rx. 20 GAGE GALVANIZED STEEL STORM PANEL WON W. 1, NST.N.UTKOHS ARE ONLY VAIN FOR SALDMGS WPM AS, DES"N LOADS W TO +55,5. -72A W AND FWVS LEAOTH W TD 8'-6": ." 5T w,.. W a ��� '•• At am . '`"-> P rr. MEN.M LOBAL PROTECTION PRODUCTS, LI"C• p7/d6/2r46 aMe 2. FOR NOV WOOD M" CONIMUCDO, wow MFLam TO W SovniuN PRE N. 2. W/ SPECIFIC DENS" OF OS5 OR EMML '�^' ••• •••• ( ryiq/SST ii1. `'`A / i/ INC. Tuff 10440110CRING COMPANY 4eamw. FL S.w. S 314 FRNNL IIM/MN rr Ira. 5a'N•4 4tC0 mn Ar- , arW qr-,KK . N. , la0 of -Nor PROM. TAX., (04)WI47i7 20-176 P.E. Wft/ 1ATUMJDArz WALTERA. TOWrI+R... P.E N■ r tmrb rW aM W KallAu - ea tbtw d.:INRT 1MIIBM W! 16 of mb4 ^W W O� W U U Q O 0 coco O Ca cn O �- O O _ LL _ O .cn -0 E L Q� O L Q .(-- c / Ni g N d r�- 0 U N r m ca LL a -0 O �- -' M O cu W ^4 W W in Q >- N V\J < L\\A / Q E c: (13 < O O U o >' .4-W cn�• L. _( }, v J 0 Q U 0 6 C..) (a) ■ W Lu C z Z Q J SHEET NO. SH 1.1 ---- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 A,20)------.---.-.- .- MAX. U/11. 407, Wia, 3alm 481m Isom 3' MAIL MIN. SAW/19, 7AW/19 A, MWf�IO 1 i1X/19, 79w/lo a W/20 1" MIN. O O O O' Mal PANEL LOWN (SEE SCHEDULE.) 4----+ ` j __104 NIN a AST & Mae . A1" MAX. sAJ77. xAi17. Wis. sai17. 4a/1T, ae/ta, r Lf x ,i• Yw THIN/19. 7AwJt9 & aAw'f20 aBYPfT9. TINT/19 a WN/2) 1` Mlrv.i --_--- ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20) ----- _-----! OPTION #2 FOR LIFE SAFETY STORM PANELC1 ELEVATION SCALE 3/IW-l' ,/4•IIm w MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION. PANEL DESIGN PRESSURE RATING (P.a:f.) L (ft.) {SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 W-a. 2 3/4' UNBOLTED INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES r•T-y . M DaIDIR CURED 1/%•TRDE`NOR1/2r MEAD 1 1/2- W.TFEm PEHLTRATONAT WOOD ' AT wow EXISTING e1Ass-- le, savaAIDI (TOCUOM sm spa" 1 OW)- ON DIED is) •L' PANG, 't- LENGTH (SEE NOTE 1 MOW) ED. HUI, f901S1E (aEYGD70 TAPCOa• .` 1 1 lit-MIAGGERED W/ STUD) I t - / 4.N O O.C. rr AT il®WIQTX 1' OF RATE RATE �������� WALL A��WLLO AL SCALE 3/8`01" SCALE 3/8"a1`Ii11 1. INSTALLATIONS ME CRY VALID FOR SULLOWGS WITH AS.O. DESIGN LOADS UP TO +55.6. -72.0 PST AND PANEL'S LENGTH UP TO 8'-8'. s IJD 2- FOR NEW WOOD FRAME CON 9 U MW WOOD MEM IRS TO BE SOUTHERN = PINE NO, 2. W/ SPECIFIC DENSITY OF 0-55 OR EOWL �'* `• G t PAIN (SEE NOTE i 1 i 114'Y-20y3/455. IL7/6"Ix3 a 1 I/G NUT YMSfER 2 /2' O.C. 14 a TAPCON O 6. O.0 1 1 MIN. lE T M1D1eIm1w, LION ADR OF PLATE F4' WNOO PLATE Imo. WA��U�� SCALE 31r.1' Hurricane Zonali rA. TNGBalm S. w/ 7 COMPONENTS FOR SERIES 2000 & 1000 EZ HANG STORM PANELS (SCALE 1/2-7) (TOTAL WOHi} I,---2.250 I 2.591'-1 NIL. --- 12.500' (EFFECTIVE WIDTH) ---y (- 2250 1-- 1 ' I--t.350'-.,• 1. . --, I '0..r I t 1. ! +Y-5O0" i € _ _ �1A\• T'• E 3.50D• .075' !! 2.56D- :075' TI'R 1 I 7yP. 1 2,244` 2.0)0' '/' ' i OA36 MR. THICK GALVANIZEDSTEEL Hp4ME0 / ' 125 2 2N 2' LtEB TYP. A-SW 4 GVDE 50 MINIMUM G-1fE C:N.Y. T' DEAL AT j , �1y + +�R 1 L�TAR A 4&6, �•-1.350• � 1.31A` 4------.-6.250' -- • �����- w•-.1 1 I � 2.470'•--�R T STORM PANEL N REVERSED all TRACK (1) REY=R "U- JWK PANEL'S ENO UP Bf 1 g5' 1 .126' ISOMETIUC VIEW DETAIL A 2.0W �a' 2.Ott0 ROUNDED CORNER UP O ENDS OF PO l'S HEMMED EDGE. END Wi. 1. 2 ( ?` 250T ® " PAIE _PA2"XS"(M-x .N ALUM, ANGLE 1 1 4 VAVER -i (••-.T25`. 1 6051-TB Burn. ALLOY ul 750' LASS' (Typ.) �: •' j'NE' •,'.` N0.44167 h 1 FLORIDA BUILDING CODE Nth Volootty Hurricane Zme ® qA�,,.�■!'fi',- ;� ALA ��r.� a4..--v -. r`WA. ANGLE STOP Q STOP BAR ATE OF i ORID �yrFs _.- ''•` ,SA NA •• ° 011 FOp °� .r E AMC. 20 GAGE OALVANRZED STEEL STORM PANEL ow" BY, �+ a712Apmp6 GLOBAL PROTECTION PRODUCTS, U.C.WE 4fm0 S.W. 51 STREET aw ... 1i° LONG 6063-TS Alum, A(.L07° ar kill) III- _ D sn a.: CaA1W'a , n . N""P,.ww ,fW DRONE:. 49a47M�Nia s PAm plec,)IMI-as97 20-176 PL SEMJS6NAT1l1fElTM13; CA-OOaR719 wAL7E11 A Jr., P.E. sea 4etNn.A a Aewrtw wee NORIO Na W r man aO# 26 INSTAUMON DETAILS FOR OPTION #2 FOLIFE SAFETY SIM #PANEL SYSTEM INTO EXISTING POURED CQNORETE OR CONCRETE BLOCK STRUCI ORES 114' TAPCON ANCHORS _ Ve TAPCON ANCHORS 1/4• TAJ�1 ANCA3g0 ��x' TAPCONANCHORS�O 9' O.C. O 4" O.C. 4' O.C. O 4" O.C. POURED CONC TE- POURED ORC CONOn A ! r t REOIARED I 1 ' BUICK REou"m ! 1 BLOCK REQUIRED I T"E ij-[ 1/4` i ,ImL i I Mar:� i I ; ii I 1 llmc !EA1 :EOe lEp6 I ! 1 I 11 4 I + I t N I + i I i fek' MID 1 l W, D I I ,6 cf� 10 I ; Ws f1FWN9a1 W ! 1 i P- smrcNe50w I i•- fmom AN � wJDT i0 ; i L 1N6T iD 1 � ea1T i41a" ? ) f wrm+ tp (GLASS CLASS I 1!4`f-Orr 1 1yK(( 1 ! w/ TA••�'i-". 1 a"i 3/3T wfD NIn s )7- r 4S9. Ms. Wl Il2`. _ //4'6-20.f3�4'SS. R1.5.w'12i0WND NOr W7 R I t.`... "Y'/awHn rlr WAStietc,3/32' Wm NOT i � _a'e f 3/32' WING l2' t. (BEYOND) L WASfiEPN 0 12 I/r O,C. t 1 wnt. NUT WASHER (BE(ON(k) ff! ij I x' TAPOON ANCHORS ! 1J4` rAPCON FJiCfYllRS -...._ '/4 TAPCON AAil210R5 i _R t/4' rAPCGU 4 112e O,C, r "`"'__`O 4 t/2• Ci G. -A° (Sr+aQERED Wl STUD) MAOGM Wl STUD) ; a D.C. ,.........oxmm CONCRETE OR CONCRETE L_._-E'AURmON_ cONcRmm L__P.OURED CONCRETE 1._-,.,,.eDmD CONCRETE REQUIRED BLOCK REOUIRED BLACJf REOUIRED� % REQM� BlAClc WALL ME'I(�l.N�,NT�eI�NG INSTAUATION WALL MOUNTINGI I(�Iw�jALLATION WALL MOUNTING IHMI I ITION WAS MOUNrtNo INsIA[idI1ON .t@iYSI'SIiI. 3A SEO319 SECTION A,a sECTTiN O REGULAR PANEL O IUFE SAIL O REGULAR PANEL O LIFE SAFETY RANEL SCALE 3/8"-1• SCALE 3/0'-t" SCALE 3/W-I SCALE /4'. SPICING FDR INSIAtuTldB MID WOOD TYPEA MILK ouluels, N9S10R rim1 NN1NfN�p//�f�!ry,� IiOiSN. MI, ANCHOR "Aam or.) MIKIAM EDGE E MULCTED ON fA ARE 2,�i�JEN �'�,. i4. •®efma pe,i Qnj 3 SCHEDULE FOR EA LESS THAN MUNED ON ma.. W ALMA ebA 0.,.) , r FLORIDA i8 BUILDING CODE h Voi Hun SCfEIXpE REDUCE ANdNOR SWLMO 0f MATMLYM 9%W4 SIDWN ON SCHEDULE «' NO• $1 : * S - D' - 20 DACE GALVANIZED STEEL STORM PANEL AMR FA f= FIa10w BY OP'FMMN PFOILDWAI FACM OS9& lEAU� SPAGIIG oeM,INm MBaD FArrnR SrIMu rDT M LESS THAN MAINLY ON Ito IDfAtEO PER Ulm HAN me TYPE ON iHa sENECEIE # S TE 1•a9�'- 1l"t"�"-"�---, , ' (y} IIIO .-- -yam �. sl�Ir w.... - GLOBAL PROTECTION PRODUCTS, ILO. ,- _.w.- - - _ 'm �WrA. Yfle. 0. � !Ph Y.OM MmR Ii .9�cL FltlY: niMie�]eeA �i (ataWo-axes millromManw,Mo. ! - i -. i /14-/4 PANQJAA7E PINS MIN. 1NREADEO P T 7/710N AT MDN1OTi OF PLATE } } �� i II E _ � � - 1 y SCALE 3/8'-1" I 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS YARN A.S.O. DESIGN LOADS Alp To +5&5, -720 PSF AND PANEL'S LENGTH UP TO W-W. 2. MR NEW WIND FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. Wl SPECIFIC OELSIY OF 055 OR EQUAL - 3'/24r(51E NOTE 2 mR/J ?•/24 24 wlOR w/o (SEE mm 2 moil) 3• W. V124 ► V/24 4\•V 5 Tom,•,0 8 (SEE 1NftE 3 $ffiA4) ,7 EA43tS. FOR OON(AEIE ANDS SEE 'T" 3' 91.YNPixIE OI StNEEt 2$ PoR Nana SGTETE 3'-. 1r.- _ ._.._._ ATE NNCIMAS 3' Mw. I"Wc I SEE 4FLTIWS ON MEET Zs f Roy, a "'(SEE %IIEDU E ON SN€ET 2ID 1` 4ffL P ; a4 i!2• ri/Y'. f/2'-•r _ r1t2' Jul (ENO PAIL) _ (IREERM PANEL) i1NiFNOR RAiEL) (MUM PANEL) fib X'E' Il Ij � I skF NGE 2. 3. 4 BL10w SEE NOTE 2, 3. TAU SEE NOTE L 3.4 mow } , (OD PINE6) j t PANETJ PMNfl.) PM01) (END PANEi.)� . 4 HIRE x. 3 4 BELOw (� " PANRA% W 4�x,T- P 4WWGWtBSj'13 y I /I,tED W/ III A I SF3: NOtE 4 9E11T%.,..__ gEE Nf1NT 3 7E TYP) („36 i j H 3E AXLTDRS; 5fi io6 lAa MAY eE LOCATEDi - (-'r - - �ALTERWt7E LOGT76N i' MA. - SOrBTkAE 9wE1' 26; P[Vt .COO i' Mh AT EpN�D OU R I/r f ij2•i TEND PANETS) SEE SECIDNG dN ,LEER 26 iN1fTI0R TAMERS' _ (T t E rm1c 3 L-®CROW/ OR w/U@.(D f LIST PMPl Cii TO K INSTALLED AT £Kai 'r s W/ N OPENNO SNiM1"ALMMY6 PROADED TYPICAL ELEMIQN EN SERES-1-OPElSiD $KILL ALWAYS BE PROVIDED wTYPICAL REIN HANDLE LW FACKTATE IISFALAT.G/ REAR TO FACILITATE 0 KINDLE IISTAILAM w ItiE110E0 >b 615[ALim F'Rdt UM I INTENDED TO BE MISTALLED FROM � INSIDE OF STRUCTURE. E mlicm HANG INSIDE OF snu)cTURf. SCAR[ 3/32` w �f/4' U . GAP -. y 1/4' 110; IMP r,/4" Ne+. WP V4• Nwx. DAP•.`-�^•- II 1f ? oR�3w/aw�Q.d 2 T oD Pu✓ ID" 5 A-A-AS=mA SCALE vw r I ttGALE S/SL• "T` ' (1). DEFINITION OF SERIES 10D0: E - Z HANG StORM PANEL. SYSTEM CONSIMNO OF PANEL + NOTfS TRACKS AT TOP & PANELIM7E PLUS OR 15' LONG (1). 20111TtON nF SERt01' 2DDD: E - Z 13RNlG STORM PM491 SYSTEM CONSISTING OF PANEL + 2 AT BOTTOM W/ PANELMATM Cont. TRACKS TOP & BOTTOM. (2), END PANELS SHALL ALWAYS BE CONNECTED SIIJ, WALL BY MEANS Of O (2). ;WIND PANELS SHALL ALWAYS BE O NNECTEO TO BOTTOM TM" OTHERWISE A STOP BAR PANELAUOES OR, IF TO JOINTLY Wl �5" LONG TRACK AT BgI70M. END PANELS t8j SNM,U. DE PROVIDED AT TOP OF *aY7CH PANELS. SHALL Be CgNTNECFED TOWf 1/4 0-2gr.3 4 "a Wj 7/ z3J32^ WING NUT OR 1/4.0-` (j 3LL Min. THUMBS TAPED �t (EIGHT AS 8/fi2d'7 .tNTO (3). FF END PANELS ARE CONNECTED Tq BOTTOM YRIOK, COtNNEC'RON SHALL CONSIST OF DESCRIBED ON NOTE }//4^o-2Df3/ 4• M,S. W// T//8°bs3/j32' WDafN tell OR lJ4'0f3/8' Min- THUMBSCREW 3 FOR CASES WHEN END PANELS ARE t15E ,DIN7LY W 2� AT W30 7AfePED BOT'TOkI TRACK_ LOCATOfN OF FJSt'ENERS MAY BE AT EITHER OF tYNO (} �07TGM -BUT END PANELS ARE NOT CONNECTED TC l TRACK. JC STOP BAR NOT DnMR FLAT FLANGES OF END PANEL (8J 51IAtL BE PROVIDED h7 TOP or SEXYi PMNEtS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM 1RCTE (TO A STOP FLAIL (4). MR INSTALLATIONS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY PANEL. S ONLY USED AT TO AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK MOUNTED TO EIDST1NMr STALL WAR.(. MEANS QF PANAIMAIES, mom INDICATED ON MOM (3} ABOVE- iN CASE, PANELS USING SPECS SUCH CONNECT" OF W2ALL W MAY1BE PANEL MTESYFOLLOW � S}NIwLT ON Ei.EVATIWN AND TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. / fy 1/ WWI (5). SEE SECTION 1'. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. M',n. EDGE dSTANCE. FOR TH6 CASE, RNTER)gR PANEL 11$ED Y W/ (2) ODES N N (T2N]E & 2 SH4LLPBµE0.'4HAVE N. Tit it, OVALLED RETAINED BYiBY ' ''• .` (2J t`� �, y1GENS FLORIDA BUILDING CODE h Veloal H+micons Zone No. 4 167 3 Tum ILK 20 GAGE GALVANIZED STEEL STORM PANEL DID int y a� STA OF ; q > jiicGLOBAL PROTECTION PRODUCTS, U.C. Y1O!i L1f� f...w. f1., . wloa« mMns n PNaraie (164 E. R. Nail t�41oM-es9T 20-176 ffAl!!y lAA,f i. Pew, pa{ f?Ito-,oi aw r morra �6WM Nw -9CD47t9 ww !A/INNNN MATTIVtA " ON°tUREjIMYE wAA$A A Eu il:,a - 29 -i�d;a '. am 23 6F 26 INSTALLATION INTO QUAIL$ EQ8 OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES T1s• TAPCON ANCHORS _ le TAPCON ANCHM 1 O 9" D.C. F a G' O.C. • OORRUIXNCREI[LDCiR E I � ,-{3 REOU6t.M 1 ED.w •., 1 E.0 e � t ( j CdNT p1 I � Guam 4Y •. 1iW4y 1 1 I I � 1 J I Misr/ ED! i i ' 14-TO.0 PANELMATE PLUS W/ ` "o 3/32' WAG NUT WASHER f 0 6 1/4' O.G. -._ BLOCK WALL MOUN7ING_I�LLATION SECTION 5A O REGULAR PANEL SCALE 3/8`-l- _ SEA19 e m PN A TYPE A AWM rim 1/49 1/4`. w,pD� M FOR 9i5RMLATON15 INND w041 MI, AlLYme 6PADIID (2,J 3 3 ROME "AIII.NLGDR SFVCD= AM IAI MAUDMIL EDGE GBMAXE ARE INaCXim ON TQ5 •Efa A6TA1K1 CeAewb iA,3 , 3 Scmw FOR E.O. LEIS TmAN 90DICCATID ON 9CIM11E RDAM ANOW SPACW BY WkTX'LT110 mom %c N on wwooks IL6fYN ow,..I. reeA OAJ , , t/Q AOlilw. a9L 9IlONN4) MCFOIt 6Y THE FOUAMMI FAMRS. FOR 1- opmom TD Ra PO,S A.C, AIDX = , �� �, --._ 3)L --'- SIVONG GSIMN29 0 FACTOR SIMLL NOT M LESS TlMN p1N6MIJkI SPAEANG INDICATED FOR EACH ANGNOR TYPE ON 1Ha SCHEDULE �, _. _.._.. pp _ 1A0.-,.. a 1 I � 4 ! 14 1Q A PANELMATE PLUS W/ a y 313e WR40 Nut yrA4HL'R (BEYOND) CONCRETEOR CONCRETE BLOCK REOURILSIG WALL THOU G IhWA tON „'�ECTiON 68 e uFE .�if.1F�L.�ANEL SCALE 3l6''•1` Nunicans Zane)l GENERAL Main Y(1110_E-7 c_m1111 P eT cvcrg" 1, E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.I) MINIMUM EMBEDMENT OF rAPGON ANCHORS MAD PANEUMATE FEMALE 0 & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 202D (7th EDMON) OF THE "RADA BUILDING CODE. BLOCK SHALL BE 1 1/4'. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, lit) MINIMUM EMBEDMENT OF 1/4.0 X 7f6" CALK-N ANCHORS SHALL IS 7fB" INTO CONCRETE, FOR A WIND SPEED AS SECURED BY THE JURISD"N WHERE THESE SHUTTERS WILL BE INSTALED AND NO EMBEDMENT INTO ANY FINISH MATER9w, SH HALLBE 1TERMNITEO. FOR A DIRECTINAJTY FACTOR Kda0.8S. U54VD ASCE 7-10 AND SMALL NOT EXCEED THE MAXIMUM (AS.D.) 1/4' 0-20 SS SLDEWALX BOLTS USED SHALL BE LONG ENCUGN(SHOULD ANY FINISH MATERIAL, E)rii) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S & 26. ENC46E ale INTO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONWION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALT. BE FIRST REDUCED TO AS.O. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTNC WAIL. TO COMPARE THESE Wf MAX; (AS.D) DESMN PRESSURE RATINGS INDICATED ON SHEETS 25 & 28. ANCHORS SHALT: BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SUM SUCH PANELS, ANDHORM,E SHALT. BE AS MENTIONED IN 80) AND IN 6.2), IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN T14M ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED 04 ACCORDANCE WITH KRIS. 201S. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE NVS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, I IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND TAS-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY M ATTACHED TO CONCRETE, BLOCK 2. THIS SYSTEM HAS BEER OE410NE0 TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE OR WOOD FRAME i ULM NOS. INSIDE W/O THE USE OF A LADDER OR UFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHIM REMAIN N CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL MOUND FULL LENGTH. 3. SERIES 1000 INSTALLATION S APPLICABLE TO SINQU AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE ' PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4, SERIES 2000 INSTALLATIONS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMT IS APPLIED TO. INSTALLATION IS REGULRED 70 BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14, ATRIUM WINDOWS AND DOORS, M. E - Z HANG STORM PANEL SYSTEM'" IS FYOW tom. 5. ALL ALUMINUM EXTRUSIONS TO BE 6063-76 AllAY. AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.} PREPMEO BY THIS EPIGIMEER LS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECiFlC PROJECT; i.e. WHERE THE STi CONOTII4S OEUMTE FROM THE P.E.D. fi. ALL ALUMINUM SHEET METAL. USED AT CLOSURES SHALL HAVE 3705-H1R ALLOY. N CONDL{CTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL. 04WN STEEL, ASTMS A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.D- PROVIDED HE/SHE ROES NOT DEANTE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy. 58.5 kei (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR`S RESPONSTRUTY, S. ALL SCREWS TO BE STAINLESS STEEL. 304 .OR 316 A151 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W THIS PRODUCT EVAL.UATON DOCUMENT WILL BE CONSIDERED IWALO IF MODIFIED. 5001E W/ 50 Lai YIELD STRENGTH AND 90 kW TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4, (d) SITE SPECIFIC PROJECTS SHA.1. BE PREPARED BY A FLORIDA REGISTERED ENGINEER 0R PNYGI,iTECr WHICH WILL 9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL: OR AS 304 SERIES STAINLESS STEEL, WITH 36 kfi MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL. BE RESPONSIBLE FOR THE PROPER USE OF THE: P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P,E.D- ENGINEER, SHALL 1M ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (A) TO EXISTING POURED CC+*•Y--REYF• (a) INS P.E.O. SHALL BEAR THE DATE AND ORDINAL SEAT. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUXLDEX. INC. (MIN. V-3192 P-6.L) RECORD THAT PREPARED IT. - 1/4" 0 X 718" CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. f-3000 p...i.) l8. STORM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN - /14-10 PANELMATE FEMALE & PANELMATE PLUS ANCHORS, AS MANUFACTURED 8Y t7.00 CONSTRUCTION PRODUCTS. ACCORDANCE WTFLORIDA SECTION IM-9.3 OF BUILDING CODE, ONE LABEL. SHALL BE PLACED FOR EVERY OPENING. (YG�335D p.f.l.) LABELING TO COMPLY WITH SECTION 1709A.2 OF THE FLORIDA BUILDING CODE. At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4• AND 2' FOR PANELMATE FEMALE 0 & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4'9 X 7/8' CALK -IN ANCHORS SHALL BE IS 7/8" INTO CONCRETE. NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. ��` 0-20 S SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MrATEIM DUST) TO ENGAGE 3/4' IMINNNN A p tt fl" A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL 09 FLOOR, ANCHORS SHALL BE LONG END" TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS: ANCHORAGE SHALL BE AS MENTINED IN Al) AND IN A2). ` Z No. 44167 (B} TR Ex srING DnNcRE1E_7f acK WA i. _ - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUILDEX, INC. _ FLORIDA BUILDING .CODE H1 h Ve1Gc Nurrlcorta Zone - 1/4" 0 X 7/6' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (Prn:1500 D•6.1.) p:, R 62aY0127Dm. W- F.P. - /14-10 PANELMAIE FEMALE 0 AND PANELMAtE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION �4 •c' C E N'4 20 GADS GAI.VAJRE.ED STEEL STORM PANEL DRAWN . \,• By. PRODUCTS (rm-2071 1 p.s.t.) 4i _MILT,1 +'` " GLOBAL PROTECTION8aDAw.PRODUCTS LLC. P7'°'° r DtTL e/ 11 �ILC. 451$l6EET Y, t TlwA-0 10. Wales aAfaxl n amain MWW- (Maw 75 s FMx,L14tf64)See-6707 20-176 erw , tAFU m-,sx . a :ONO fT,-,m, - WVA1r1G Ne: .al. mew. e,wwer. PL SfJl/9010AT1YE/OITE GAL-D006:19 - 22CTE7l A Z 14r., PJL N1 v fMRt !i tlf M INSTALLATION DETAILS Egg MIES PANEL IN-- QURED 2000 AND 10QQ E-Z CONCRETE OR CONCRETE HANG STORM BLOCK 00"CA E NCIIDIS \ POI VD tpMpE,[ 90%M fANGILTE ANalG.1 - 6 6wn. � If¢ APRO`UL 26)� :. 4 Sawt oA scri \ I,Nt' SYS,I \ ppALlTF' ( i!®I0S 20 ,/Ay.. y1/4' Yb. IMP/NGT/f11iJ]Q- _ t�_ b 1�� FE181ED sOrUlSrt� ,� 1 a rur r o.c. t( ,w,• aNs cmNcpDaWA`IE c e1 ' fg1E WAOA7w W * 1 4Y-1Lyl!{' 44%tom AILS 'V NGR mar) LF i I 1 k i e iiis � 9 i 1 T3 1 ttm1� 1 w X/ I N aR ' N a I 1 i �- FOR MI, STroPAlS4 i N Y4• ,W.3�/1• S( N 'msolmox slow 28 4• �- FGR N'e� I t 4 NNWtf I SEE 3ea¢w6E 1 II GN &w'1T 29 I j� ywl 1 1 N T:/J66' l32"�r y1 I Fllfa NtTf e R ( / 1 E 1 7 GI seET a5 FOR Mn. A'PMg1DN , i i/4•P-.Nn3(A' ' m GIAASL IF SOMA M 77 i e~"DIY"n610 `N{ t li'ERY OYETIAP ; ! pyDpAa 1 1 TO a155. � I 1Nnn' P20M N 1 131 I 1 i § p, g6ag;t(( •. �✓. •> ,/ f� � LNG a ,r ac � �' �� N i 3 w.°. 3A i 1•t+ � r 'r POtaED i � �� t x 16 Dot i b 1 atICA ' Imwwam ,, L n "-1 r /A9r•WWI. Na w DCN IrouRca s i 14.1 R N ,uS 2Y i i ..'r,•% �,i i _r % I wapcp ._ ... 1 .Tj L, PaAlO DA 1. it+M-SG:r3/4•. Nl: N i' - w/ T1F"a,/!s' weD M9D1 i -I pxb/ ` h/R`4. *5 t' inl ••-= • . 1 7/6h.,lJr awlG co Mn a/{Y-20ra/4' m m 6H >w�A�y"--• T Immm "f dNN�/i aS a-zGwV.• xFCMSG F� NICE a TepG Art ae �lltE NNSaASs)/jT ( CfGMw IffO •-+ j'� - �, ...... WNOkiE N1Pi0iQ ✓' �) iN a' ( �NECUEEK' FPtt oR 9Y6 W E,6E1 tS) r s ,e/*. w ,oOrE t Gk1pA'i -m Nfl, ON 91QT b 41'1Nt,LSECTION ,/� ? W R MIILICT ,Id fMNG INST. 10,w01I.0 MarTxT --e.0. to Ga E p a 1Y 4C.. 1 - 0 'SCANE�E33/+�' FLOOR TO CEjUNG MOUNTING IkW, BUILD -OLD MQjtNTTNG INST, SCALE 3/6-1- t��Z&Rwfffvt�J'SCALE B - SECTION 3` SECTION 4J' 3Jea1"SCiLF 3/6.•1' 9I ,PF a 115 FM Qa wn , EusE w`�,A. AT I aV4lD m iD00 oT LOGO 01s1MLA1D11 TYPE. GN 61EET 23. �. . , y[/�• � �: �e, EN`rF I..,•_t -- Q m. a ROTToM 19DURro ge CAN K CDMlm W 'JAY No.44167 # i n FLORIDA BUILDING CODE (High Volooffy Nu cone Zone ® - ANY T4 SLAT A o' II�"D'' -cL P� STATE OF .� i °01N''a0. NG 20 GAGE GALVANIZED STEEL STORM PANEL oroFA DRAWNan 1,. .�.1 waEW x e.D.. EtNOe EtSTM¢ a " " 9V //�IW GLOBAL PROTECTION PRODUCTS, U.C. LATE: WALL- 1/2` . 1' �_ V INC. A9m S.M. 31 t11W:dT' N t. allMw 6HO wfa.L n. mMiYa PFDIaE (p0A) T3% Pft (GD4)OI-6M7 20-176 IYiwm. Pre16Y+.,e1a . ex 1 Lmo --,MILL P,E. CA-GW6T19 a aeaewA WALTER A TIER Jr., P.E. 1N-Ya. NN M4 Mw ORNMMG No: 1+EET 24 W U _4 -0 W U c- U) co C) a --A U L N I- O .� .� co U U) N O N =3 - U � (u _- U) O 0 O I- L N O LL O .� U) (3)L O L c- coO .� ��/�/ 4J) \1 � do Z U M ma O U c O m NY VJ A` W "PAC C 4_. Q Q c m r n 1 A ti a) U 3 > w 0 > .�. >^` Q) ¢ a (v C O O ` U Te ® > a- LU .}.� W i O C/) CL }J co 0 - U v/�)/� Lu = a z z Q J n SHEET NO. SH 1.2 v + " 7. ' i ♦ : APt s: .,t;l t:4.+ 7 • 3. 41 LAMA 4: l t.... .4".v- F € as MAXIMUM A.S.O. gNO pE�f.R.E. Nox, PANE 1• WNRAUM SEPARATION PANEL - APLIG6LE Ta MTMC (P•a i (SEE TO 4tASS =MOM SECTIOL4 +66.0. -75.3 70' OR LESS 2 9/16' - SaL,ED • 1'. 2% 3'. 1-W, Y. &3W +65M. -75.3 70, ON LESS 2 7/8' - • I & 4'tV MWiLW/FRGIt "SP .N&L'.£ A, WI IGNUF AT OVERLAP i 40% OF PANEL LENGTH 7-'SEMEMMM6 ! EDGE L-.DETAIL A fqiriz `.MA iL •.: . 7 _ 1 +1, .1 + rtkA dIi .i:,kr„XII •.h.+ 'E (: !ll f",B 4 L- ca. a•.: Ls.. � at.n.� l.ix49wZ =� MNINKIN ANCHORS SPACINGFOR E. D. - 3 1/2' - APPUrA9IE Toxn"'M SELTRNM3 & a ANY OF OMATdw TRW ABaNYVY FAMET. LENGTH v III') PRESSURE RATING ..a.f. TAPCONS CAD( -II PAWEWAfi FF3AASE W IMN,[LM4T$ PLUS ,; W,MM 10 W.Ri m CONCRETE10 ca"Geo" TO tX1PR7niE 12' N/A i2- N/A 12' N/A 12° 1 N/A f & 2' (TOP) 1 3' to" 3' S' 4" y' 4" V (BOTTOM)11*SERIES 2000 + 12' 3" 12" S^ B• 6" r 6` t BOTTOM) 1 ++ 66A, -75.3 N/A N/A H/A N/A N/A N/A N/A 12 1/2" 11' 2' (BOTTOM) OR LESS 7- N/A 6 1/2• N/A 4 1/2' NIA 4 1/2' N/A 3' (TOP) 12' NIA 12, N/A 9 1/2" 1 N/A 9 1/2' NIA 3' (BOTTOM) 12' NIA 12- N/A 12' NIA t2" N/A 4' (TOP) 12' 8" III, 9 9I2 12" it" 12" iT 4' (601Tom) W UMRED TO 66.0 oct. A.S.D. DESIGN PRE RATING, a SCE SLEET 25 FOR ANCHORS TYPE A: SPADING FOR I SNt14)XNS INTO WOOD FEMALE B AMA ANCHOR SPAIRS AND POCA CONE DISTANCE ARE ON fli8 )INDICATED SCHEDULE, SCHit¢tAE, FOR E.D, LESS IMAM :$m10AE4 ON S# 4 IX: REW .AMC SPMRMe BY MULTIPLYING SPACING SHOWN ON RV YUL SC5€EDUCE THE F'01.LOA'6RD FADT4RS.'Fpi NTHISot LESS T TO MI P ILL NG M m ROACH) EACH M4 USfINO FACTOR SHAU NOT LE 4ESS THAN YW1AN SPACING fNMGTEO Ftift L"A01 ANdNfR, TYPE AT 22ORS LEGEND. �, pR INVE t/4-a 1/r. 1/41 If$a 7ACW MA ONJT-W IRA, MGM 9A,Dn0.(N) 3 3 3 2 1p D Rows ou, CaWa1411.) Na INPJ OWxrVi9YM,0 3 6 3 3 3 31/2 = 4 AMA LII ow T1gNKtj FACM I I1r- - x 1/y g I fp - I ,.00 1 .53 30 tso 190 v + €EaUNES Nu. INSTANCE BETWEEN BOTTOM of PANEL AND TO 8E: 1 f2' f2' S 'MAN. I ++ Roctim Not . owAmx evei BOTTOM OF PANEL 1 AND R@ TO BE: 3/16- 3/16• - Y (SCALE 1/2=1 1 _--_.15.125• (TOTAL WWH)...- ---._. .--_••., ' 4 500' I 2 (EFFECTIVE W@TM}>- / St A - .759' SS Co. i 350 r 8 1/4` (iYP.)------�.� ,.f \ -37A' .1 "tS• d _ 'i/%-�0 A1K$E p 6 1/i- 73 0'- l....-1.3BQ ^'i 1 tl' 13€ 0' TOO' .188'-fi! ,�- ,086Ia, i I .-.. I (MM0.11 ifi4V R [C) i _ 1 _� y3_ 7 - 08 I �--.4 1 - iMn . OO.N�.YAFRm THICK 6 STEEL IO _ !� 3.37s• I Ow 1.67,' . gyp, IA E . t SPADE 60YeAMUM JI.2.000" I .DF14'- `9. 1.Ot5' 1 `--- € G-60 GAV. EDGE • ; 2.1. ! LI_- 48' __j - I .Oe4' I--7.500'--1 -t25' ------.-------------- !-..._.�_.__ 375• - T".) C-)' ialSt���EL �--1:3'W^.w DETAK A ^--2:000•� PANELS SRA.L. BE INSTALLED ALWAYS FROM LEFT TO RIGID W/ 1/2- LED AT 00 AT LEFT SIDE OF PANEL .tL ABV42S FIND LOP `f' K,( lE7A4NED MBJDE ", 44.05' A3$' -)^• wX `. N�EL2pA5 ! �� ROUNDED CORNER 0 ENDS OF PANELS 378' END LIP W/ HEMMED EDGE. 2'-- I (N.T.S) ! (TYP)' .750' 2.i34' J 7 °:._ i I _Do)` � SQ (-aoo - s7s 11 (A) REM, "H" DER @) "U" HEADER 11 0.210` ' t 00' 1 40,' C625' t .t."IW7 I - MIA .0$31 KEY HOLE WASHER 3105-HI54 ALUM. ALLOY O "H" HEADER (�) 'F' TRACK "_____w.PANEL 375 : 10, I i I P,ANII r ;1.IFm ,A '-'^y --`t--a6=00' 7 W7G.L -wa i � .375 _ SES.; i 1YP BOTiOY r�-��_EOCE OF PANEL Q .KEY HOLE AT PANEL .'r SLEEVE 2 1 /8" { ''(lYP7 2 oac i 125' 2.�a' Ii�ia- �_. (",) I ' `�.c.-.7_7 1"----'�1 ^ .MIN. TO 5` Max..-•.-...i 1 1- SLEEVE .'I 1' MAX.--2.000' _ LENGTH is (J ANGLE tlnR 11A "J" TRACK 374' r--3.0D0' .364- 6a67-78 Ituar _.oNA„"A W."NA { .,.. .ALTO' 275' .OS1, .'l17' 3.671` ,7 'p p . ..WI13S' _880' �L+-��-jJf� i.000` t p(pp + t ``t 23• 'S'T; b7, 1 ?- 5� [ARV. O wy`-'--�j L_ -"f Cn P,) j 1.2p,` f P a Gyp-"_...,-JC'L7i`J LL I " -SEE SECTIONS .-.i L...i50° L,_ MN. 3W BUILD -OUT "P" 1�4 BUILD -OUT 'r- TRACK @ & ® WAMERED WiNGNUT TRACK ANGLE 9AMAC 3 ALLOY) RE LJ ANGLE WITH STUD 0.024' (Min.) GMLVANBZED STEEL t 0379' 0.2m,of � S OR 11 •1JfYi6f U T I .SEE SHED 6 FOR ADEXPONA .813' UNRATIM 6 SLEEVE LENGTH IS t L", ONLY V.YID FOR INSSIALLAIONS INTO WOOD STRUCTURES. R Ha•- 37*' (TYP.j 1© PANEL HANGER tLU�L] (USE ONLY FOR E-Z HANG STORM PANEL SYSTEM) BDBD fib ALUM. ALLOY FLORIDA BUILDING CODE (Non HTah VefoaHv Hurricane Zone)I INSTALLATION DETAILS FOR REGULAR PANEL (1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ALTERNATEANCHORS �t;tE TION CONCRETE ANCHORS (SEE SCHEDULE ON L7tM5DPOURED CONCRETE._._.._ CREW (SEE SC'FHECXA.E o1J '-`}} EXISTING POURED CONCRETE-, SHEETS 9 1}RROUOFe 1st) ORE CONCRETE i SHEETS 9 iHRC)UGH 10)4 REOURED. BLO4TN L R CONCRETE ANCHORS --ED TE AN EXISTING POURED (SEE SCHEDULE ON CONCRETE I SHEETS 9 THROUGH 7 '� �R/E�aU1R€OT ! f,� ,f✓ Ir 'l %/','/ rT w.' i _ _�-,+s'.1° Not we"Ret 716M /�� ' �"1-.tl--e-'EO-.✓ I } 1/4w : I/ 4rA TELL 6d2W OR ,RAX lr4'-•P.Oi.i- 63, M8, wr Nur MAX(�X, F-.-......._»...,..._-.�7 CONCRETE ANCHORS 4 1'2 t f2" O.C. (SEE SCHEDULE ON "-"I_ _ !p' � C/ 1 i 1 i A I I SHEETS 9 THROUGH To)! ( ,/451"2W� � F.D. ; o- i Nox. ED. `-'1v1 a AX ac ! I v i f ,�'� �w �` i PANEL LENGTH 5f1N0�6 �GLAS4 "p i i E' ' pG'��t- E I Mg t (SEE SH X ) ,-.., ..3/4'hxost' �••y ! J// '�-"' i. - i SEPARATION I I 7 t �R S.S wLTs CONY I £ i i �:,+' iEt TO CLASS. I. -i 8�TOR w1f { n. ON LE CLASS. I 4f4'A-tea/' I (SEE SCHEDULE I t/4vaalI ON SHEETS W 1 1 ON SHEET 3) u can a SPQR 6a I -- U9tl- tAEA R47 ,L- MIA. -; (SEE SCHEDULE ON E•- _- _ � v. EA�.Ts -i --I SHEET S) 'L' [ (----A------�`IJ. lve PRe. Max. -p--- PANEL LENGTH t.-_ -. _ _ (M6E iTL4 Rw¢ T B _ _ - - _ lB>G01 Oipl Y i -ti L9pM HMO 7 f r') PANEL. t.EtDUL 1 "! ( SEE SCHEDULE __ ---I-- 16Y SEE SCHEDULE 3)E ____ -- 1 1 _ D TO gLASS. 1 SHEET 3} ...i_.-. _..,,._-=19I{ (OH SIEEI 3) 0� -1 - IT(SEE. ON SHEET 33)SCHML1 1 wx - 1 _- I ..�. _ f _ , ! I I I OF _. I ;44' 1 (/i i �/q�y- t MAX.Mt/ f - I VAX. '•rf/.E:o I 1 `... '. ;` 1 E.D. 1 SPACER 1, OF _..__..-! @ i O 12 1/2• TLC, i I '-._..._._-_ I LENGRI 1 MAX. 11 3 I i 1- 1 f 1 j i, .A^._ i (SE CONCRETEORS I ' ' PO :CHEOI.4E INNS-- L��^^�•,} SEE SCHEDULE PTPaI1NC _ /-� ,. WALL SLAB SHEETS 9 TtL40UCH 1st) `•� SNEEIS 9 THROUGH 1st) O MN✓ I.-N M6 12�IL.ONG MAACERS COF ONDITION) l 0 /X /4• . VALID FOR POURED CONCRETE �s ALL DESIGN 1.G5� ^AID PANEL RCONCRETE EQUIRED7EETS BETE EXISTING POLED L' PER SHEET 3. CONCRETE BLOCK LENGTHS _ \ OR CONCRETE BLOCK EK`RS , OURED. 1'MAX. LOMKi ALUMINUM SPACERS 0 i._-E,p:....._ REQUIRED. t2 1/2" O.C. (SEE TABLE �t ON �UOCN 90) SHEETS 9 & 10.) CEILING AND FMOUNTING BUILD-0NG WALL MOUNTING f DIR .TOTE r3/W%SPACERS n OR SCALE 3/8-1- SCALE 3/8-l' SCALE AgNTNIHINNNt ��ti� A: T ti,% a?�' LENS - ✓� t) F' •'•. BUILDING CODE Non High Yaixf Hurricane Zone FLORIDA tA. c I$P 1u T TBX1. NC, D. 44167 x`' - 4 GAGE GALVANIZED STEEL STORM PANEL. 2 -. .....,...,,,. Lxv1H en N(T.i%.E'OR COMBINATi[NN..OE SECTIONS; E.D. . EDGE DISTANCE = -O'• STaiE O i I L E C O f Ne. GLOBId.. PROTECTION PROfN1CTS. TLC, aft (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE �90�'• F(QRW1. _ ie tar 4&m S.W. 51 sow a•As, A. 333r4 SHEETS 9 & 1st COMBINED IN ANY WAY TO SUIT ANY F` • nn-- I y>A�' a D� W.. r is. wmw aae"s n aaw 20-175 '4y �v I Pbr . p�) •,Ar . i'a : (Rq »hs0./t R04i (W )M-75Na Fix: (t54)9m-M7 i* INSTALLATION. �� a:nr.1, RaWNW Wx a r Inl a. IlY4r .a INf!lHNits1 Nk.,:P.F, INUA1_ .... TUREjM°'CE._ wA.1ERA aA 17-w 4 Si 5 a 16 IiNSTALLATION 12ETAI1.$ FOR SERIES 2000 St 1000 E--Z HANG STORM PANEL M INTO EX1. iNG WOOD STRUCTURES 1}a'4 LAC SCREWS p 8" $.C. W/ ...;- _ 1 1/2-Mtn. THwFA0F0PEF&TRi;OON ` (3) Man, 2'xi' W0� f4 ',M SCleEaS p 6' $.a. W/ TO E1tr"TaNO 1VLXi0 HEADER, fj fIEAGOT REOURED 1f4'r LAC SCREWS 0 6. O.G. W/ zz: i 1/$ MIA THREADED PENS W*" I i PLAT OR ON EDGE 1 ,/2' W., THREADED'PDOMIM xF TO TRISTING WOOS LEADEN. - TO EIfBiIMO 1tOW HEADER. t tvF SA I S` aka 4 Cant 0 EA END EWQ \ T t ;7 �; 1 4'a/-62'0a3 4 MS` '� i 4 Gant, pl FA •E7d Q4) •11}h,/` � Y �2 I d i� 7x�O.C. MWANG / - t 4 0 , \ + f l• , 4 "I t -r 1 4 LAD sc>aEA's s ' $. . x axt• 63L5. 5 O / t•. 26x3 a » 2` Y1n. TWREMID 1 f PfNEtMTION (x:, �* , . /E- DETAIL 1 G ._..."•.,1.._.`•.-• WM Y.S. �f 7.6'i:eSf32` 'ip FxAuiING WOOD H¢ApZR. t -( rl.. Yon: fA BeCaT, i.. g.. OF RI ETn' 4J / AG, tJ2+ a ljlii- - - i 5 fM 3/16' A .. POP RNYT 4: 04n1- a14.t' SM.S /P % t �1 tMmE IA '.y .�� {`-I-i _ MWER yl ! ( p.) WYnH OF EVERY �5} O FA ENO �' {i} 'I'll P g 1 ; HEADERWOOO FSWJRED 1 1 I 1 f OEINL� a$ + � 7 � iA I I 9 -� �- , WOW NEAOER REQUOTED 1 1 2 9/16' YNr. 9 4•P-xM3fi" - 1 4 _. 1 $ 1 - .SEPARATION ! NS. W/ l , PAMMM 1!1/1'a-20r3/4" m CLASS. 7/6-M3/32 RNr m CLASS. •�• W!7/B AaSI3T' i wWG IRA}€ p 12' O.0 = 1 ek' ILYE1A' WINDaENIM `' it'ERY OVERLAP g SEP+�WA71G/ I ! 11/4Gh-2gr3/ 1' - TO GLASS. 1/4'i-2O.3/4- __..._ . ____. r y, ry 1111 -i.....-,_.....-__. N 2 V R6' Min. 7J8tM3132/ 1 7,/g -1}/0 4 ` Yc R � OVE CAP i EVER NUTS. 8 (S 1 I i I r I I I g j Rig N J. I IN ., 1 ( RInc I C 3 k � II, 4 ; ., , ; - I 1 I g 'r f� pig x r "1 ) f MA N g a I M i I L^1 f6 f32 1� pp II , 1 3$ O ) e 1 O G r' x T L I' ax3' Yaz .T ( i 7� it ^ B 2 1 ®s MT \ I 4'i PAVUNAIE PEIdME - 1. � _ a . MJT 7 i, PANELWTE PLUS , , �L.� w e - �! t a"a-3Q.314' Y.S. 4 h 4 7/r Yln. THREADED If /g' ..w " . t� NOTE IA BELOW) - .. ^ POICTMTKNND 12 1/2- O.C. _. , I v 1 j I 1. Mtn L NUT. 7CR Fit a-x6. '3/i' ,f4'$. UC SCREWS p 4".4:F. W I 5g.1.25Q' „ A (x77 Yx4 1 '!- 8. R/ (SEE , TNRFAOF!} T`iWIETM4�N Q %'! &tAi£ fiEOUaicli RUF F! i PUTT AT SE111E5. 210P0 OR i `- rA1TE L .OIi \ ti-11M.11,1111 tM7 dl ON EDGE tHUM $- 4' 11-\ TS - t 4'a-20a3 a' M,S Wf 7,f8"W/32" PAELM47EPiUS. OatTdAOi S� NOTE IA SEL.OR) 4{ ( NUT 12• $6. PEPETR4TIi}N. W /2 a ]j(ALL THOU ,. ! GPM.ON '* j �T', f1 #•List SCRE." p 6` O.E. w/ I. t/4'P LAG SCT8V5 O g O.G. W/ €fm, (35 2'ri' +"+••/��L�Ag r �yM I••Y YN. 1 1f2 €ad. THREADED PENETPAT6xi YIA (2,�, 2'.4'- i if2- Yh THREADED PENET z.1 IRrtB {t p YIE4Y7M Of' PUTE WALLAQU RAT BR ON EDGE 'A�R7 7 S.i3t�� Y86 a`a4' WOOD FLAT ON EDGE SCALE 1/4-. 1- r �1 PLATE REQUIRED FLAT ALTERNAT iYE 1 +'4V SXaLE af4--s'-,i R. TO CEIEP, 1�lOUNT1NG� ALLIT" VE 4:RAW 1. hISTALIATIONS FIRE ONLY VAID FOR SUIDNGS WITH AS& DESIGN LOADS �ry������t4�LIPro+66A,-75.3 PATANDFANEL,SLENGTH UP To V-10'. c a,4,V,•t 1 rt/ � A l T1311WS(YiI.E ,/4-_,- ",'Afj SG LE LI4"=f• 2 CDR REW WOW FRAME C'tR14TRUCRON: WWD MEMSFR6 TO eE SOIfTHERN ,� , �Zti , . - S ✓ P6ENo.2.WISPE:CIFTCDE7NSl1YOFASS4R EQUAL ,,''`.�' GEM. .'P'P%LS on.. FLORIDA BUILDING CODE h Voice kurlicana ZoneI MINE 1 z NO. 4 ? 000aa Totsio, ate:20 GAGE C�LVAN)zED STEEL STOflM PANEL Fp sEE SPL'CIP70LT AceREQUNFARH9 FOR aFTIP RMR AI mP A9 -_ AT � -_ A6 PANEL G(SHMLTWN m TRAGK6 U®E ORS `A' : * 2 oAarN BY1000 .9ASE0ONfXR �_ "' GLOBAL PROTECTION PRODUCTS,LlC,G'/ '01°WFNI. oR 2000 NSfN.LIQKN TYPE GNSLEET S ,p�/+,t1 +�„ . '9 ETA OF( Nn,r FTWM. aaw ge•naH.. ♦ . '6E�AnER wODD PR_„a[`�,C� ca o i!LE CEO {Ka. &M T� _ J,LTWa ,.rt�i �..m��.. .6pa 6.W. 6, 6MEET 1✓ / A- ^V a E11GIM[ LOAFPANY OAK. FL =I' a A61 LOP ! BOTTOM NfMJMEN65 rJJN BE COi EEO W ANY N is ,.L�K`�TION ''4�'��Dk L V Ae"asvr �)',,, -. R -+Ran 1r Mph: (WStKN-7646. PNc ro94 i7a7 20-R 76 WAY m SLIT AAIYNSTAUATKN, SDA2: 1I4° e. 1' A€/HMNM .TN. L.F:W06711 ,A,t r' aRrrn. Am +e4 ee. aY�Iw as OWMWRa Ya: NaTE t SHtRtEn TMCNS ktn SfNOWIN FOR CI.ARItt F2- W,I" A. 4112P.E. SHIN 23 or N 6, � zr 1 N. L MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) G MAX&ANA A.S.D.DMN PRIEZURE RATING (p.a.f.) (+ w -) CONCRETE &WOW RMALAT10NS t L+ lr END 01-a- 72-0' no t2'-0' I1'-8' Joao If'-9' to•-9• - 38.6 f0'-fa' f0'-0' 4&O TO 7' 9'-4- 45.0 9•-e- 6'-9' 3a0 9.-T• 6.4' MO 8'-7• W-D' Ao.O ...... B,_3» 7,_r 1T!a 6'-0- ,--4- no7'-6 r-o• no 1 7'-3' 6'-10' eao 71-2' 6'-r a4.0 71-p' 6'-3' Sao 6'-9' 11-2' Mo 6'-9" 1-1' Toca ii s'-Tt' f0.f.0 6'-3' 41'-9' rta0 - 6'-r 7l 5'-d' If IS I76.a SINGLE EAL M itiAE.4ISUM AT EACH END WITH TRACKS a_j& „AD " OR D.M.,Q, (�): DRE���AT��� �7� 8 , OF K7' S�A MAXIMUM PANEL LENGTH "L+" OR "L-n (ft) D MAXIMUM AS.O. IAWRWA PRESSURE RATING (P.,f.) (+ w -) CONCRETE & WOW INSTALLATIONS t L4 Lr 2aO N'-4' 13'-0' 210 €21-10' 1P'-r Jad f 7'-8' TO-7- d6.O to' -to` 0'-91 Lao 0'-6' 9'-2'. 454 9'-1, 6'-7* 50.0 8'-7' 8'-2- 3S.D 8'-3' 7'-9- eau d D' r-s' Ilia 7-8' 7-2' 7DD 7 3' 6-)l' Mo 71-01 6'-S' no 7-O' 61-3" 9a0 6'-9' 61-7' 0.0 6'-7' $-)o' TO" 6'-3 3'-7' Hao 6'-3' 1 3'-4' it" - 3'- f' 174.D - I 4-iD' I ! t&6 4'-6' MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM PANEL U34TH WIND SPEED < 170 m.P.h WIND SPEED > 170 TILTS, (fly UNRMIRUED I RMITi UNRMTRANED I RMTRAMED 30 0R LESS._ i• 1. 6' 0 1/4- >33 To 90 1' a- 7 11r 7 1/2' >90 TO 145 1' t• 7 T/2' 7 1/2' >145 TO 1 ,' i' 7 1/2' Y.aAhw'.1 I,-% the A ^n u LAP7f tuvlun N4uniTiAu ' wrm DIRECT MOUNT "h' FEMF.R ,U. HEADER L5 " ANGLE - "F- TRACK TRACK NUKE W. Ir TRACK I L1Tr/A�TR'r CLd". - DIROCT MOUNT 40" 32' 32" 35'.. SS^ `.A' 50' 4 13'XI.W STAID ANGLE 36` 32' 32' 1. 42' 3e' 38' E 'r TRACK '. 3Y" 1. W1. W, sow 1 W ANGLE so, 1... 3 , 36•. - ED. SB'. 56, i 50• 32` 32` 1 38' -I 56' ye' 2/4 T, IfiAX MOMS (BEE SCHEDULE ON ° MIN. 7 ._.: - - .--- SHEETS 9, 10 &11) _______ _ 6 o a -r-T--T-F--r-T 't/-r-r- AS 1/4, fi2wej/ff //& 4wT -r-r`T__r-r-I-7" - N _ h-..+ - +. BOLTED PANELS W/ tj4t S.S. M.S. BOLT W/ . (SEE SECTIONS AS APPLK L).M.. 3 , 0. _ _ - - ---- OF - 3 MA( L.._-_._. 3- MAX ", LDN. i 1` MIN. 2/4 T j4, 3/4, 4/5, 5/5 k 6/5 IIII 2fli 3W/7 NIT 4W/7 GNORS (SEE SCHEDULE ON SHEETS 9, 10 &III---- "-------J REGULAR STORM PANEL In ELEVATION i/4, GA 2..6H7` N.T.S. m (t611 OARRR a1 04ME NALLM A"x' - .. / .'IN .. SECTION A -A N T.S. €twm (t) L+. MAXIMUM ALLOWABLE POM LENGTH FOR A GIVEN POSITIVE ASD. DESIGN LOAD. L-: MAX ALLOWABLE PANE. LENGTH FOR. A GIVEN NEGATIVE A O DESIGN LOAD. (2) PROCEDURE TO OETERMNE MAXIMUM PANEL UOsG% GIVEN A POSITIVE ALSO. DESIGN ADM, DETUNME MAXIMUM PANEL UAtNOTH %. PRO GIVEN A NCOA11W AS.O. DESIGN LOTH, DETERMINE MAXIMUM PANEL LENGTH 'L-' FRG F04AL LNAOMWN AL.Lowitex PANEL LENGTH Is MAIM. TO THE MLINEEMEL ol:rolum PN BETWEEN 'L+' AND'L-'. (3) SEE SCHEDULE BMM FOR ARM. PANEL LIDNGTH FOR POROSITY 9UA&'ICATGr. ' INSTALLATION$ INTO ill= AM LIMITED TO 4 95 Pa.f. MAIL ASD, DESIGN PRESSURE F 41`Q+H;.' +9E011041 - SPACER ISua. S' -''_ FLORIDA BUILDING CODE (Non High ViloccOfty Hu cons Zone) W. 0' '44187 ', s em TILI ' Wl 24 GAGE GALVANIZED STEEL STORM PANEL I,P"ft. Tk ' GLOBAL PROTECTION PRODUCTS, U.C. w i27/3A20 a1E �l- * r AM 1( E C OfiNt. 4 �14iI .TW . __ _ ORION �Q.�'y' r/ 70 snw_ am P. ss3314 u a� ip. N61+a wwar. R sFtr yid / / , tt1�7`,� olw.: aWD-��.MO M, 6r-,m r.,-(m4)MM7&{6. EA#; (ax%I�am - 20-t 75 m4vR4 W. R PANLID INTO WOOD STRUCTURES I " r7 i �171 I 1 I{ I: - I SEPPMR"ATKRI 1 1 III . WOW ANCHORS (L , 1 ro IXA55. .__ � SEE SCi#D 1 4v0.- i' .,,,,. ! - ✓ `SEE SCHEDULE ON / -. 1/41-2mP F L 5f5. ed�iY x `._� ON SHEET 3� SHEET i1) i �r - "ti„ {[{{j f, � -y- ( ,. p ,�t� h_ _s - l i / --7 '� ". � 1 >< ! 1" Mon. 1 ; ( II, ' 1 a��'-E - i PANEL U]NG1}N WWD HEADER f I 1 7 1 - _..� Ct155 t.C7 g00D ANCHORS , 1 1 ! (SEE SCHEDULE REI7NRID � T i 1 / I (SEE SCFEWLE ON 'A IA ! ION SNIET 1�FOR I 7 - �A"If,. SHEET 71) 01 { I_-- (: { I =a SPACER A'aI ... , 1 , (.:,, t l 1 l' �.._...-____,..T WREQi)tl2'� '. I E41� !. / f / 2 1 1 _ ; �- __-_ j .. :' - l Mn A �, - C- / '' MITI - �T---- i Id i .� 1 EQ I I I 1 I ' 1 f I I - 1 1 - � i 1` MAX. LONG ALANNUM SPACERS 0 12 1/2- 1 �O,G. 1 I \ 1 , } II ( i {, ABLE i ON SHEET 11.) 1 MI"F' ( 1 I 1 ! { ' r SEE IATTE FOR LIMITATIONS FOR "L" AFAR. T I I: MAX, ! I 1. , 1 1/2' LONG SLEEVES. }. , U 11 I PANEL LENWN (SEE EL HUULE 1 ( 1i 4ULE i (SEE SCG NI ( ,'€ SCHEDULE I I a.._„PANEL MATE FEMALE ID OR PANEL ANTE W , SHEET 3 ON SHEET 3 T- -L ) ON SHEET 3 t `` i 1 7�-" I 1 ,....._: ' PLUS SEE SL31 ON i \ � ( EOIRE SHEET 7) __ __ _._._ if4'r.-aaat ' I .. i I ,.1 i i % -Y i 1 i- (!1!£ f>r PIA). SEPARATION 1 _ EE I i -I s. - ._ aonlN oat r-PS ii-° 1 ( PLATE TtEWDIRED f SyC� j ON SHEET 3) SM I I t 1i.IieT ��Ill}�aT�6z�A".fepuAt,,••t1�,,NA ___ __" _..:Y.. .__. i . E t 4 SCALE 3/8. 1' i 1 569 ! t_.._ - =-I A 12 1/2 D.C. SEE TABLE /t ON SHEET 11 FOR MAX PANEL. LENGTHS & - 1 I MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION. I I OF 'L.' I ED , , _. b"tl MAX. ... ._ I 1 ` { .3 +A' / j 0 12 1 /2' O C. i ) EO `. „- i .,, i. : , ____._, _ _ ___t _ - E ) 1 S ! It 1 lIL WOW ANCHORS 3k PIO NQff:. I 'ti I STAGGERED W/ STUD 17 ._ _.__ �..-7 1 I (_ �' i .,. (SEE SCHEDULE ON SP/CEW 9A MY K 1 I/r LAIR s: -11 IT) towuAtim S BATED m A ow slow t '-6' ) fNIDOIG3 WfM 5 I „ i „ E; j '-: SHEEN 11) MAX 1ElMI ROOF €EItAFT (T+a/ 0 A REstlXGi10)I :TMA ANT ' 'I -_. 4 )kRDaEL I l " z'xs• WOW PLATE REQUIRED ' "'1 1 i ( I WOOD ANCHORS f T` '. SUUY D !lDRn: aAlRApiILY NpiCA1kD GN .T i,}. ( 1 ��I LF STAGGERED WI STUD I' MAN. $ovista N W. LASS RKAM.7Fa i 4 4 a %4" WOOD -_.. ON OIEET.3 MI6' eE MIUem 70 ,//4' AS I I ,• �LLTE REQUIRED (2) ANCHORS DOtl THA M MXNMET$ Ih (PAhV MATE g6MAE R OR ZMO I i i 9 (SEE SCHEDULE ON LONG G AS 11iE FOMDWM iXelO d PAMM Mff PLLB) SHALL DE SA1D£D EN7gFMb) AT a t.'r 0.a "_:I_, ! [ a SHEET 11)' otoum 6 SM:ETRIOk � PR011 12 fIx• O.G. 9PAd6Ma At1OkEd ON 1 I( will" Am OEM polosive; (t) RWa9 S i -se (3) MAX GAGE RM8 W (' i 24 UNM B LIMITED m AT ANY Qpg3EN0 _.i.,i\ j_1- i DNB B A 093" I MN "M LARGER PAEi. ig$08 N.UXM ON y (2) on" STORY AApl LENGTH S { 6IDRDI LL 9WET it). 72.' 3 43) SIGRM PANEL TOTAMNK,K W c1XYALUMATUL(4) 1 1/2' LINO ell! NENg isek WALL BE A9 ROASTED ON W�WAWAA SCALE 3f8"7' 2 DBTAkARRN (F 1 ,12" lsMb RA R9 MET A�O�NU,tHTING VALID tOa.ie E1tM1P'L Biz 6R 1 W Nf4 AN IXBDNG WOR3 n6 va4A_ VALID CDR MINA WNW AIM 3 AS aWMM BY ASM SCAB 3/9+1" (4) OWAURM VAUD ONLY FOR WMR GLAUXINT amE AR9 tgE 2G2D itEl ELM.0 or THE FLORIDA I ! : 2 & 3 P(6 A6'IM E "MAH AN w 7uti"V lf� NOTES,�+: `' g}CEAts' �s ^ • FLORIDA BUILDING CODE Nan High Veloctly Hurricane Zone INSTALLATION A VALID FOR .D. 1. NSTALLA RE ONLY V MAX. A.5 axoao tlLtuo RrG. K• r � F.P. TIflN OF SEL`TtON N FOR O. 4 s � 418 NDT�._.R, 7 24 GAGE GALVANIZED STEEL STORM PANEL DESIGN PRESSURE RATING (p.e.i) AND PANEL LENGTHS. E * � s DAWN en * '*, "R�'a'+ ""�"""`•-` 70P &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR $ -d : mm COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) s 9 • STATED zl IL EC O 1tia. GLOBAL PROTECTION PRODUCTS. U.C. .,.. INSTALLATION. �'� 0,4. •. FSDRIO iTaMw & aOYPANY .w S.S. 61 STREET '� 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .• co'LIP wx sr. to.-NIL-1 mar, H aaw IAtE n. mu 20-175 MEMEIERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC +' S ' i; N .W... , PM .1-1arrlW<in:we� 4n-ArA, : (RN)W-»ga• Fm DofM)e�-®vi DENSITY OF 0.55 OR EQUAL. yA C DO WTAW as» ixii+ AAW !M .. a.- tRMW10 ,IOU INRR allTat A Iii YE Tta "'. - $TREY 6 a 10 GHQ NOTES n RXNF IRA xr aam R-7 tMNa _�„WA. P.NF7a, IN l{IG..M RA-V TY G • D.SS LAN 1; Oil (e) TO EXIrn Ne WWD rM 1. STORY PANE[. SHOWN. ON THI5 PRODUCT EVALUATION DOCUMENT (RED.) HAS BEEN VERITED FOR COMPLIANCE IN ACCORDANCE - t/4`0 TAIRCOM ANCHORS, AS MANUFACTURED BY LT.W, BUILDER, INC WITH :THE 2020 (70, EOUmN) OF THE FLORIDA. BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - a14-10 PANMAYTE FEMALE ID AND PANELMAIE PLUS ANCHORS. AS MANUFACTUREQ BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MWMI-DADS / 1•iRIANARD COUNTIES). - 1/4`a LAO SCREWS PER N,O.S, 1 DESIGN WEN BE TINED AS 6G OF THE . FOR A WIND D LOADS SMALL DETERMINED PER SECTION 1 4 E ABWE MENTIONED CODE O BASIC - 7/16'0 x yle- WOW BUSHING. AS DISTRIBUTED BY A1. POINT SCREW. BOLT &SPECIALITY CO. S R Sf P I PEED AS REQUIRED 8Y THE ,I/R501CTIOPI WHERE ORAL ANEL WILL � INSTALLED, AMCAtNO FOR DFNECiWMWUTY FACTOR KD-O_", USING ASCE 7-15 AND SMALL NO E.XC€EO THE MAXMUM (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SIM75 CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL SE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS 3. 9 THRU 12 & 17 Ia. AND AN P EL,AAE FEMALE TO. IN ON ULTIMATE WI P -i ORDER ro VERITY THE ABOVE CONDITION, TIMTE DESIGN ND LOADS DETERMINED PER ASCE 7 8 SHALL BE FFRST REDUCED TO A.S.D. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 too ORDER TO COMPARE THESE W/ MAX. (AS-0.) C.2) UNMUM THREADED PENETRATION OF LAO SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2-. NO TMWAM PENETRATION INTO STUCCO 5 BE CONSIDERED AS PART OF THE RE THREAD PENETRATION, DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 4 T 12 17, C EIA1. pEREO WISP THREADED THAT ANCf= ON THIS HEO. EST T 1N RD.CaYABtE TESTED WERE NOI DYER STO OVER T4 E A F IN R T YN C.3 MINIMUM EWE QISTANCE OF AAC INFO WOOD 5HAY1 BE AS iNOK;AT,7) IN THIS DMWNC OR WIND LOADS WAS dfft USED THEIR ANALYSIS FASTENERS SPACING O VRi00 HAS SEEN OETERMRIEO ) SCREWS. STEAMS IND L NA WOO, S EN DETE ACCOR2018, WITH ADEQUACY STORK PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN V¢tiFfEO IN ACCORDANCE WITH SECT" 1809,13 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5I6'. ,/a' /-Z4 SCREWS USED S4A.LI. BE 7 1/2' LONG NINWAItN STORM THE ABOVE MENTIONED OWE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS a0e14D,-01 AND a0219D2-09. AS SHOULD STUCCO EXIST. AND ,' MINIMUM FOR WALLS WITH NO STUCCO. PER SSIU 12-99 & ASW E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT 01123,01-10 AS PER TAS-;1 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION ION. OF THE CS) IN CAW THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW. BOARDS BE FOUND ON THE DwwC FLORIDA BUILDING COOS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE. SHALL. 1E AS MENTIONED IN CA), C.2) &. CA) 2. ALL ALUMINUM EXTRUSIONS TO BE 6053-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS VAU, BE INSTALLED FOI.LOl7NNG ALL OF THE. RECOMMENDADONS AND 5PEOFICA7ONS OF THE ANCMOWS MANUFACTURM 3. ALL ALUMINUM SHEET META. USED AT CLOSURES 'SHALL HAVE 3145-14/4 ALLOY. 8. PANELS MAY ALSO BE INSTATED NORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION i THROUGH 6 (SHEETS 4 4. ALL S7Eu SHEET META. PANELS SHALL HAVE STRUCTURAL OUALDY STEEL. ASIW A-653 GRADE 80 MINIMUM, G-TK) GALVANIZED THROUGH S) EXCEPT THAT HEADERSQ &() SHALL NOT HE USED. STEEL DESIGNATION W/FY 92.2 xN (AFTER ROLLED). 9_ IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO RE STAINLESS STEEL 304 OR 3t6 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 500i8 W/ 50 WI YIELD STRENGTH AND 90 W, TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.J,C 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 1R1", AS PER SECTIONS I. 2, 4, 5: 6 AND ALTERNATIVES 1W, 3W & 4W ON ' 6. DOLTS i0 BE ASM A-307 GALVANIZED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 Iasi MINIMUM YIELD STRENGTH, SHEDS 4, 5. 6 & 7 RESPECTIVELY: SHALL RAVEA LEGIBLE AND READILY VISIBLE MAM7NG INSTRUCTING OBMER OR MOW TO SECURE PANELS WITH APPLICABLE RBNF'ORCEMENT DURING PERIODS OF HURRICANE WARNING, 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WND/RAN INTRUSION. (A) ro ESLSUNC PCGNCRETE: - ,/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUX.DEX, W. (min. re 3192 p..i.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DPAW440 PLUS ANY BUDDING AND ZONING REGULATIONS PROW THE .UFO O III WHERE R I A T .. ' W x 7 ANCHORS, MANUf R t INC. PROVIDED 8Y S CT ENE PERM? S RUED 4 - 1 4 d CAX-iN ANCHO AS AG1U ED BY DETAIL f - T A, x 9" ANCFI AS BY A PDNNY SCREW. BOLL & SPECIALTY CO. 3 6oirD•-sET D Bu1Ed ,L , I / � 1.. a 5 PEVALUATION P... S N' GEN C AND NOT P INFORMATION Mtn. f Cs3 i. 3. THIS PRODUCT DOCUMENT E D PREPARED BY 7H1 ENGINEER S GENERIC FOES PROVIDE i.. ORMM'RON DOD $, ) ( P - �Ts-70 PAIELMATE FEMME to & PANEdA4ATE. PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; La WHERE THE SITE CONDITIONS OEVMTE FROM THE P.E.D. - 1/4"0 ZAMAC NALIN ANCHORS, AS MANUFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT A.,) MINIMUM EMLEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4•; 2' FOR ELCO PANELMATE AND RASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT 5� IS THE CONTRACTOR'S RESPONSIBILITY. , 3/4' FOR ZAMAC WALK ANCHORS. (A) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MOOMID, A2) CALK-N & SOUO-SET ANCHORS SHALL DE EMBEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, t/4" 0-20 SCREWS USED SHALL LE 11/2' LING MINIMUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL =ONE'THE AND I' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR AL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R;) FOR THE PROJECT MO WHO WILL BE RESPONSIBLE FOR THE BUT WrtN WING NUTS, PROPER USE OF THE R.E.D. 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) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN At) AND IN A2). ENGINEER OF R ECOFD THAT PREPARED IT. (8) T. ASTA C_RO: 14. SHUTTER MANUFACTURER'S LABEL SHAH BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- W TALON ANCHOR'S AS MANUFACTURED BY I. T. W. BNLDEX, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED FOR EVERY OPENING:. LABELING TO COMPLY WITH SECTION 1709,9.3 OF THE - 1Id' a x 7/8' GALMN-ION ANCHORS, AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CIE. - 1/4"4 % 3/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECULTY CO. - 414-10 PANELMATE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRpD ti/tNAy 7A "I" $ - 1/4' a ZAMAC NAIUN ANCHORS, AS MANUFACTURED BY DEWALT. NI ;. ,� ` �,....,:.,,, 6:4) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PMlELM41TE5 AND ZAMAC NAUN ANCHOR. INTO THE •.�. FLORIDA BUILDING CODE Non Hi h Velocl Hurr'tone Zone EDMENTSHALL BLOCK UNIT E t i/4^. +'"VCEN'r ` B.2) CALK-1P' & SOLI# -SET ANCHORS SHALL BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT. NO 'AYP444 7 = ° 24 GAGE GALVANIZED STEEL STORM PANEL 'ORNIN $1, STUCCO SMALL. BE PERMITTED. 1/4' o-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD EXIST. * - - - o7/ar/mc$ AND t` MINIMUM FOR WALLS WfN NO STUCCO. ' . _ `+, 7 CABAL PROTECTkitl PRODUCTS, LTC. ,,E STATE F IL E C O �,.• IRa. 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE FOUAM F(aRl `'RYA___�_.T"owrtR a4waF a aniA �I" ...1IP EXISTING WALL, ANCHORS SMALL BE LOTH ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P ".. �\ a3 / ,� pri W m-rA, MOIL (154)UR 7545, €AC Mt )B89-mt7 20-173 m.nr .Ax.oA. rm W.: ANCHORAGE SHALL BE AS MENTIONED N 0.1) AND IN 8.2}. yylVl �Dlljr{`„ Pt. SFAlsGNA1WW/GAE A WN.TLF TEUirtaN„ PE, 1 *011 I a to IN }jM,LAI19N 12EIA - FQR. REGULAR PANELL,nj 1NIQ PORED CONCRETE OR CONCRETE BLOCK 9RUCTTURES �c ISCON POURED CONCRETE .,_�IRSTR'i G POUPEO CONCRETE � OR BLOCK - OR CONCRETE BLOCKCatt.u. / REQUIRED. % IEWNfD. CONCRETE ANCHORS X CONCRETE ANCH01R5 i (SEE SCHEDULE ON- ,r� (SEE SCHEDULE ON---' E1O5TING POURED SHEETS B THROUGH 1st) ,.-.M •y I SNEE€5 9 THROUGH 10) �"� + BOR aCK . f/44-foe,1" �' i CONCRETE REaLIREO. i j 3 HEAD, Lout j - ti , TEAL^ 1 , TEAL" _ w e 5 1/4' OG " _ __ i /{ ��-_-I CONCRETE ANCHORS e�.i �T . i (SEE SCHEDULE ON T i EI I SHEETS 9 THROUGH 10) 1 91 j %. i 1 [ �// I ,- i I I I 1 i IT I I 9 { i I- 1/4Y-MkI- I_L._.._��I I/4'h2W:1' E.D.TI I SEPAT,DN - -ys, ears W 8 Mh,. ea3S_ _-. Ir� ro CLASS. I bGniwR to s p TO GAT55OU I (� to AA6 l =. j EXIEiiH, G�I�-(SEE SCHEDULE T tEw•n1 u0+ r-a7 =. aAR r-ei °/ % ,,, i 1 1' iAm. (sEE SCHEDULE F _. _. 8 . . _ GLASS I ON SHEET $) { - ( PANEL LENGTH IT ON SHEET 3) .I I 1 ! Mln. REPARATION SCN U 1 `L' Maw 1 � SEE ED LE 11 1 1 To gHED i 8 I I PANEL LENGTH 1 ON SHEETS I ) PANEL LENGTH '1 SEE SCHEDULE " I SCHEDULE CONCRETE ANCHORS _:: _..`-._F. .. i �...-..-_ _ -r-- 1 _ �_,:::- -. __. _ ..__.L._ � I--- _ _ 1.__. � ( 1 (OWN TON _ B. ($EE SCHEDULE OH I I I SHEET 3) i._O" 3) SHEET "-`i--- I 1� SHEETS 9 THROUGH t i 56R i 1 N2F v.9 1 EAT511MG 1 MAX. - GLASS I OIf SS_! I I S6R .I.. E.D. ;s 1aA6 SALM ` ) ( ",.� W p a if4' S6, ,.f�Y/vf ; f i MAX. ✓f�/� I i /%' Lb. L„� 1... , i 1 EA i'- I . `� 1/7• .-__ _ ____. -,-I ----- _.f '.f / rl 1. , 1 _ MPLMABL� 9 E L_ `,�-_ " I ' / EXISTING POURED 1 I 1, O f / I O 1 C' € AS } 4 I ' My MG0 1!i'./" YNAffA CONCRETE BLOCK �- CONCRETE - €M rAtllEx TEN NTAfw m -' ,r ...._.._.,_. N.S wI .RR REOLIRm. 1 .-,_} SHEETS SEE G �H _,. ...._...vr_.. _._...tl .I--eo-�Etf--j 0 12 113• ac 1st) +' .-•' 1' Min. ••.. f //ONLY 1 e_�LTEftNMTE ,• SET(R& W.K`1NONtlR5 LEG LOCATION /" `-"�4 ARE USED & w/ WHEN DTI' POURED CONCRETE -�REOUIRED, BLOCK �� ALTERNATE CONCRETE: I_ (iSTIiG POURED CONCRETE CONCRETE ANCHORS ARE USETES ANCHORS REQUIRED. l)R C(%NCRETE BLOCK STAB W/ SH)D (SEE SCHEDUAF ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) BUILD -OUT MOUNTING i ALL. !ice NG WALL MOUNTISE TI/ CT MOUNT S j�SEC O 1 � ¢� SCALE 3/8-1- SCALE 3/8-1- SCALE 3/8«7' ,aNMMt1,$iIt #to "/!y a 1. DENS •' ✓ FLORIDA BURRING CODE (Non High VelocityHurricane Zone - ' 0. 44167 • = t°0IID tntXm. WM� 24 GAGE GALVANIZED STEEL STORM PANG. ow l'n: d FOR coMBINA,)ip[.( OF SECTIONS: ' +' z GLOBAL PROTECTION PRODUCTS. TLC, 6r/n E.D. EDGE DISTANCE O- STATE OP tNt. (SEE SCHEDULE. ON TOP & BOTTOM MOUNTINGS CAN BE � II-'• _,� 41DQ SW. 11 $TOM SHEETS B & 10) COMBINED IN ANY WAY TO SUIT ANY 11, ' . ORION,-4M, r. m a WTI. rrm,4 A: M,r owK, rL 333,4 INSTALLATION. ,y ` • ••'Q\ - /ry_" . t>r5' �-weo wn-nn Mwne M4)Ns-73ae: c (914)m6-Lim 20-175 / y CA-NIOa716 - iaRxMq NW €111 r tt TIWE/LwR W&M A dr. P.E ,a"A, pYXT 4 a t6 F4/ INSTALLATION (,DETAILS FOR REGULAR PANEL rl) INTO WOOD 7r-- ' t ) 4"i18' (MTn.) EXISTiM1lt1 WOO f f '✓ f _ ry-. r LEG ''+/ / ' ', T 1 V i / BEAM QUIREO..- / ,1 , 1Ti ADEQUACY OF EXLSn NG WOOD t'� f - J ,! , BEAM TO BE CENTIF ED BY ! GISTERED ENGINEER OR I j r I i/ .�1n �I ARCHITECT PRIOR TD SHUTTER I ` -11'NIA RETALIATION. /WOWANCHORS ALTERNATE WOOD ANCHORS ' r + SEE SCHEDULE ON (SEE SCHEDULE ON I; ,': I ',,,__._Two BYAO"C' TEN LW 7ED- -EO-T -1I i SHEET 11) SHEET 11) 'x. ` u'u ^_ /P-amrr' s3. Ms w/ Avt }} ^i t s 1x t s' a.c. / �11_113sff .1/4, . JP / 413 . - 1_; HEADER � t I, -+ "_., _--._-_-,-- REQUIRED j EXTS"NG E i (\ ( -S 1 , 4k g RaT3 lJ ',` 7 1 i; 6 GIIS4'S`i I WOOD ANCHORS - I w a f/4' O.G ; 2 I I I 1 E (SEE SCHEDULE ON I I + % MO,. \ _ I I { ISEPARATIOW TO i _( �''j I SHEET 71 I Mon. ( ; 1 ! -4 GLASS.(SEE - ! l.✓' 1 I SCHEDULE ,/4" .,. i I I I 6S-0W E 1.. - NTn. SEPARATION TO LASS ON SHEET 3 I I - "1V P O� L.-._�L �_ � � { f- (SET SCHEDULE ON SNEEI 3) i Sz. �i W 1' MA%. L- +.._ -',,, PANEL LENGTH i tE10NH 0+8Hr�7 'L' ibAX. I r.. ._, ___- 'fir _,_ _-,L .. __. $g rat PWtx (SEE SCHEDULE PANES. LENGTH -.-.:--. __ _ _ a .. _ - _ 1 (ON SHEET 3LE " / I LDXDtI DAR Y-4') ON SKEET 3} _�._ f _...._ + It�� __�_ i 1 ._ _T._ i I I sqc 1 I .. OF 'L" of I OF . F i �,X' 4 -- `9P.T MAX 1 I I f1 a 12 1/2' O.C. / 11" .-�_--,--------I ' I I Est ,'�„ '- w rj2, -1 z I1/" -xb,P _: NP LbA' I T i O .I IlD1A 104T3 �___. - DECK REQUIRED 2 *X6` WOOD-W WOOD PLATE - +-- !I �- --. I "".. WWD ANCFKTRS REQUIRED v $((i .. WOW ANCHORS - I Y (:SEE SCFEDUIE ON (SEE SCHEDULE ON _ 3I4'-.-_.._ '--; v S. )i ' , SHEET 11) '-'-'2" Min.---- - ._.i1/`..- _ L- ' CEIUNIG ANJP EW SR MOUNTING BUILD -OUT MOUNTING AL TE ALTERNATIVE 4W SCALE 3/$.I" AtY11FNI! SALE 3/8-I" >. A T.. ,�N0 Is ,I P i 4.: v,;CEN,pF''✓sit$ • �. NO FOR OMBINA71ON OF '1=E"iiONS: r :•• NO. 44167 a .-O _.,, B * i FLORIDA BUILDING CODE kon High Vabc Hurricane Zone) 1.. INSTALLATION E ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE - p m r mono MTFxv, M P.P. O DESIGN PRESSURE RATING .1.1 AND PANEL LENGTHS 24 GAGE GALVANIZED M EL ES R EL r GAL STEEL STIR PANEL RAT 1 6Y: Y E OF COMBINED N ANY WA 70 SUIT ANY :P'• B ED ➢ P SCHEDULES ON ET ) AS PER SC ED SH� $ rr. INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '. Cl F/a :' �, u aT/xr/- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �.,-----�' I L E C O ENc. L PROTECTION PRODUCTS, TLC. OM. IDIVA,L DENSITY OF 0.55 OR EQUAL " E J 71LLn TCt7T1N6 a wMK NavwAxr 4100 £W, 31 STOW Cyr+tHNN,11F , _ rA E, r Lox ewxeAL R rrA boi FL =t4 T Taw : t3Wa M-,MO ,, h ,, O"T m. , PXRC (a64)SO-75.% F - (R )E6 EW 20-175 WNWa.e1W"m sa,w 4aa Ys.a Afa 1R A, WNW any." fo� Ps. WALRM KTWW/WV CA-po71 WVL3Ep 1HU7Jr:4t , P.E i.a M r EIIQLT i a to 4 (U N u) N j O � U Q- O O C M -0 0- N O M U p MVJ -0 -0 C O L L V '^ O O M LL "_ O - M ` O CDL .a ''4 V ^^ l C' - 4 z W J •4-+ O ) O M N L�LL_ X Q_ ' O L_ O M N, 2 W = � +-+ C , -C +" 5 `V a) -0 0 M 0- O C U :0 0 - IRA a.. w 2 Q Z Z Q J d -6--n� W U) �. `V O LA CL U 0 ^O I.. - V I M SHEET NO, SH 1.3. 111�� e�I ����■■IIru�Il d U) CQ q) VJ U O C AXIMUtI: A D OF JCsN PRESSURE f AN_ Q GGR�ESPONR(yG 6iAx1�$Ut�i ANCHOR SPACING SCHEDULE (D CL CD_ O O TINC", fay 11iAXtuLiL�!,A,�S',pA cI� PRESSURE BEING „R",,�f#,��D CORRESPONDING MAXIMUM /yN„CHOR SPACING �F.��RAA.�• SAFETY It E—Z(VALID ONLY FOR PANEL'L-}i INSTALLATIONS ,4a PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) 0) � V) (VALID ONLY FOR PANELQi INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 Sr 5) cn N -0 U o O O .— MAXIMUM O PANEL To CONOM O LL ''^^ O CIO wow VJ O > -- '� O OL O i Q ^— tj'j OCu i f� KOCK OR f-- C� Q WON OUIRry i 8 TAKE it A ASA. DESIGN LOAD MA1q w00MUM PANEL AS D. DFGN LOAD LElt6SF1 40 PSF OR LESS 6'-8' 40 PSF OR LESS 8'-6' > 40 PSF TO 50 PSF 6'-•2" > 40 PSF TO 50 PSF 8'-2' > 50 PSF 10 80 PSF 5`-10' A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS90 PSF TO 6t) PSF 5'-10` W/ SOLID SET ANCHORS & W/ SPACER AT 12 t/2. O.C. A MAX_L,A)PANEL Li3.'Gi'HS ARE OPf�LY VALID FOR INSTALLATIONS1212 y7yµLMulluppry.ulHlWturyrrf W/ SOLO SET At4CFtORS h W/ 4�P�T SPACER AT 12 f/2" O.C. eta A; rr�Ek�, t�R A Tir �:' CEN _ _ FLORIDA BUILDING CODE Non Nigh Veloct Hurricane Zone ' �iGEN • .�'••� FLORIDA BUILDING CODE Hon H, h Velocity Hurricane Zone CA i aam R�m W _ 24 GAGE GALVANIZED STEEL STORY PANEL f'"' D. 44tti7 = gizmo tArEco.'a 24 GAGE GALVANIZED STEEL STORM PANEL r:. * o,4dt67air -DRAW Ot awMl o 's '� _ 'FEOY GLOBAL PROTECTION PRODUCTS. LLG, a STATE ` GLOBAL PROTECTION PRODUCTS, tLC. /x7/ew .,.,.rr. EC0,Nr. _ >E,,. —' IL EC�,NC. �. �y �'c''• QRiDP : '�� tpw fep. s i rw. recap arras n at« °"'"L a tsllzaEr 20-175 ,Q.rF F:OR I0�` :/jy�Lj M t�,,,Te, mA nwr: wWoan, i irrw 0e'@'• n-1�= 20-175 'y9 FS ... \ r+m: cao-Ire m-ms Ptldri: {>w+3LeF-•7w. rAx: t�4Mm-eru7 +yi •.••••., / Ooq at -um. w„ aW m-Iri Pltol� fatHeF-7afa, rMe (us)aaH-drzT .-.:s. r..,e:,+...n ax ., 4.iraN .;w «:. w .1aN.ww aw ORABNG Hx �Hty N1{II -. '�'E wK18flA tl06719 Yi 1rr eowew s'w :u w,a,.� ra.. IAxN Il rtfOlniw}, SIBN,771RE/DAIE-000B7t911 PEE m,A , drytgl. ,o ar fe JFM9 JNSTALLATiON DETAILS FORLIFE S TY p NR EL i1� INTO POURED CONCRETE QR CONCRETE -BLOCK STRUCTURES Ehl1t FOR REGULAR +TORN PANEL iuSTALLA ONS TNT WbOD RUCTURES 1/4'r TAPeoFL__„� Tq PwRm ,fa"a `APcoRtHG PtwRED tfa*e rAPDwv_ PauREa faa TAPctxt�o�PouRm SCH SI 1� D SI (VALID -0NLY FOR PANEL ,O INSTALLAT10N5 AS PER ALTERNATIVES tW THRU 4W, ON SHEETS 6 & 7) ANCHOR O 9' O.C. NCRE9E OR ANCHOR O 9' O.C. II NCRETE BL ANClWR O 8' O.D CONCRETE CR ANCHOR O @' D,C.� BL J- '' CONCRETE sI.oCK CONCRETE S1.00K CONCRETE ta.00K - REQUIRTE BLOCK REOUIRm. RECUntEO. REWIRED. REWlRm. O 4) i- i ,IAV Y. f� if2• .,/4. ( 7/2" 1/4' 41 /2' 1/4 G I ! I ff 1 ALA,..--T i '! ! i N ... E.D.• 1 EDe i i E.A.o 1 I E.D► ei tr O r 1 i t j j V N II t N i" Min. I a 1 M t' ifat. I W I - n ARA t DON I �/ iFi€F' Tail !7^�SEPARA /� n � s I I t s' Zan' 1• 1 Y-.Y 1 4 n 7 so+ / IX / ro cLASs. To w. u w J rs w �" 9 LL. E1tL;T : eo_Ts -"3,s W T""' 8:s. IYu. 4 esT5 ENISTi :f "'" -"R:tl Nara W ) � 1 l Gi:a'. x u.._ _ .E`> f a EA aysrP ; q.. -t�..... a, FeE F F rwa _, '/` Lai IWa a I I O >✓ 11 1 irfrlat dLt Y-4n p i a 1 IDI.TH aiTA r-e') + q / 1 a t T _ N I N /- -t - i N MK PAWL LENGTH' - - --- - l ' M... N I 1' ear. 11 1" MA%. q 1 II -! - "L I / 'L' MAIL (tf i O s_ ,_.. a. _,_.... ._. _ .._ .._ it ' P LErIGTIi _.._.,_... _-,.._. ___._ .__.... — MIOUNTINGS ANL7. P II ! :PANEL LENGTH a PANEL EVATIO ANEL O r B LEAG,H 1 q T U TO �p�� ELEVATNON N {SEE ELEVATION a i (SEE ELEVATION {(SEE N 1 (SEE HEET 12) �_ _._.,.._.__._ -1.... - ._1 (f "'.•..'-,. ...�. ' ON SFIElT 12} H _ I ' OM SHEET 12) li 1 Mia. p SHEET 12} a 1 �__ 01U SHEEt 12) U t' Mtn. 1 — u�ia Goss. i N� ir-T'TroN- 7 I { u .T-___ .._.__..._ n- N m cuss. 1 a i 1 t C fi 1 t 2 I ✓ i r 1 Lf2 _ QD $` r I e- I I 1 U) I I rye E.O, I ED. , E.O. ,> ! ED. I _ Q TAi.E T FIX2 MAX. AS.D. DESIGN LOADS &MAX. PAI.EL. t.ENGI}i5 W!#N SPACER IS •SEE TABLE /, FOR MAX. AS.Q. DESIGN LOADS &MAX. PANEL IENGT)1S WHEN SPAC,Eit i5 f � Sim � Y ON fi � { � ,? I o n,M' ae USED, CORRESPONDING lN1LY TO ALTERNATE 2W ON SHEET $ USED. ptESPONDING OYL TD ALTERNATE ZN' SHtEET - ;/4" i -! _._,__......J EO rt 11.'".'7zA�aj= Ys EO 1 --si• mil;• Ws. `s 8a11R W eatTs N 3 > 6V 4 _ ; a ,z t e.e f o is , oe. MA7tIMUM PANEL ANCHOR O N O.C. _ ANCHOR d 9' O.C. I -t/4"q TAPCDM i t 1/4'P TAFCON T'K�E 1F1 6 ! a P ifda TAPCON� ANN AS D. DES a / L,7AD _J/4•e R 0 S' - E2faR a F' n.G. ;wGHaR 1> tr o.c. ¢ C LENGTH I EX57ANG POURED CONCRETE OR EX�TtNa POt1RE0 CONCRETE OR ' EXISTING POURED CONCRETE OR flOSRNG R.ID CONCRETE OR tb O 0 40 PSF OR LESS 6'-B' LOOtMRtIE BLOCK REOURm. 4-2:ONCRETE aLtlt REotgRm. `C'oNdTETE BLOCK aEWRYEb. CONCRETE BLQpc �OINRED. U > 40 PSF TO 50 PSF 6'-2- O EGULAR PANELS d UFEP��EL O RE PANELS > 50 PSF TO 60 PSF 5'-10' A MAX PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS wA(S A(111-1. GS WALL Ma/8-1- s �— W/ FANEi MATE ID OR PANEL IAIITE PLUS SCALE 3f8.•1• DER A. T/t '1& SCM,E 3/B.1' ANCHORS & w/ SRP I1/Y o.C.GE%+f4 '✓�p'.y JCENS ✓9 fLORtDA BUtLOtNO CODE (Nan Hi h Ye)Daity Hurticalte Zone* 5 No• d4187 FLDRIDA BUILDING CODE Ron Hi h Vet Hurricane Zone) i 44t67 * r2a2a„171S4 eC 24 GAGE GALVANIZED STEEL STORM 'PANEL •�, Jr 2 %N2p ea STATE OF : • q' 24 GAGE GALVANIZED STEEL STORM PANEL Pr. a * * _ ..w GLOBAL. PROTECTION PRODUCTS, LLC. D7/17/TFeD %, , FIOR � ..r.awar. GLOBAL PROTECTION PRODUCTS, LLC. mn7 i ATEOF� IL IEGO ENS.s� ..... 1LIrECID LNG. .eoo aW. s, srREAT n snw twK FL. ssa,4 20-175 ONAt ro a .aoO sw. s, stREEr 20-175 rrrrtrllllNNlritA aril R tw aw. rwr Yiml n Atw aw1E 4% 9b],1 f.�.a :Poe an_,gr . ra, • Uae eM-Fgt PNONF: tm4ka0-tbtA rAx (HBIkBa-e7s7 tt�:S G'i� +�:: • Pw7 w,-,sw . F=: Doe m-mz. i,lalc (eB4AM8-Tei6. FA%: C�41�-8187 refs Wbr„Wa,n a w m� ew ax r aWWR7D 11p: rrrrr[Jf, nI11,N - W4IFR.A ia43i Jr.. P£ we'eT ,1 Ce ti y 1iiREt:Y3 M la G-OD4a71@ r' a pgplpa rsR w 4bww MR - tr+r - P.E. SE,t./SIar1AT,AiEJaSiE wMTER A 41LMT R:, P6. , s« iT-,a. A SAFETY PANELW IN�LLLATION DETAILS FOR FE SAFETY PANEL i� INIQ POU ,ED 99MCRET,E OR CONCRETE BLOCK STRUCTURES t/4-e TAPCDI7 ,._ txf5nrro POURED 1/4'a TAPCON POURED ANCHOR ! 9' CONCRETE �lxK M:CIR7R O 9' O.C. `l ' CONCRETE DIOt]r Cn REOLARE1. REQUIRED. 1_1v' i �% a` 1/2' � '114' � W y' m. I LAX.! - 1 I 1 (D EO._ I E.D.4 1 � � ^ I 1 v I % EXISIIN_¢„p �.1.__ + 43-Box,' TION- as TKO LASS. 1 4'r.4an• Li I- GIAss __ __ I...__. (M to=-. ,...._ �._.d Maa am.TF w eo]s 1/4 a i flP f1176) EXIST Lea 1 I O` i a _ a e 1 i V 11AX a i SEE, L TO ea _ _' T-`.. 8' PA#NL LEkCD a.---.'-'•, ---s.. (SEE ELEtiaTON d I i ANSkIEET 12j p 1LBn. i ON SHEET 12j g a•-yETrARATWAr 1 _'..r__ ._._... f d N TO GLASS. 1 LJ2 i t U1 " I EXtSTaKt Pa1REDl E1).e ' i D I ' CONCRETE OBLOCK ' � � - CONCRETE BLOCK REQUIRED. I i ,s V1'at REOIARED. ' !en'aro) O SERN R-36 1/4'a PANEIANIf ?L} S�T.,� i/.•. PAIrEEw,TE P3 a L3FE SAFETY PA Et ANCHOR O 12 1/2' O.C.REGULAR PANELS ANCiIOR (BEYOND) - wA�LL�puNnNcs U TE SCALE 3/8.1" �/'� I� V i y,ypiuunuuu,N a�`�t4P..:..y� W PUSarQ',. GEMS , ✓z z FIDRIDA BUILDING CODE Non h Y@loct Hurricone Zons * : * •: * ,z 24 GAGE GALVANIZED STEEL STORY PANEL 'Cam �., Q m a: STATE - Z ;'¢ lanasa s' "••- GLOBAL PROTT:CIION PRODUCTS. LLC. ae 0 GRID Jaawa «L'� INc. asCAIL 5lsneEE x'rb /ONAI.E��,, f uJ rl,l Sa.4t.+» mWrr.nwp'A Oar arfc t3. 3331. 20-175 N/N/IINMAt177 t#x.: lwe w�a PIR4C (W4)IdF-769. FMC {eM)bQ-alai oAWNw Na Z P.E SFAL/Sow T X/WM WK7p1 TA}I[)IJt., P£ Yr. w. ba,T.,Y 9atT 14 W 1. ^J SHEET NO. SH 1.4 LSTRIn DESIGN YfOA co AN 445. It REQUIRED ID FOR gRECY MOUNT INSTALLATION mi tAAX. A.S.D. " MAXIMUM ANCHORS SPACING F'�, ED. +• AS 5)tWWI ON SHEETS 8 g 7 APPLICABLE OF 0Ir cam CONCRETE OR PLAIT I.- . LSECTIONS PAM! SWOONS LENGTH PLUS MIGN To SECISONS PANEL OEM PRESSURE L. CAW 70 70 COIRCE CAM To Win -To ALWY fast 0! Z. MAILM DISTRACE PANEL LENGTH I ENS CLOSURES DETAILS FCtR INSTAI.LATi�?N IN POURED CONCRETE coNC�RF� BLOCK QR_WQOD sTi2UCTUREs;. YALIQ FOR�,GUUtR. �� • E 1 '� GR VM1E5 1 1 "_' • `"' ""'> 2��O'FR6Yi�.O@J' 3iai H-14;�{t dt 1fE1MnREo er>es_t6 AUAT/ �/T. ATOM. .l AHDLE YRTH 1S{ � x 1 Jf+• 1 2 i/Y i 7AP(SSR a t2 O.G � 1 T Min. g � �•y�{'�E' ' P61RtE0 1. 1 1/,"t a 1 Jf4. 7APGai _ T 1 2' - 1 roNOAtTEsLDO AflcwOrs a ! REoI%am � •. - '�'UR� .' YREwO00D nVrE 1 psi raEe rwxx�t. 1 s cLtr PAfAt7. RCaai-4N ANf]gR A8,4 tY I 7gHAlE lF0 tDGT�I vAtaE$ 1 r• . ..ass' m sY• , 5" A89r. A4 E t1379 2" 1 AI,tAA AtKFE OR CaftT . ! uax. { " 31s16-N134 SNEE'P . � IMTH. ,iW. NAIT PiATE � ys4" '-- � 3103-Hta OR�� '• ' � i 1 �.7 � ��� �- pMl. MIAAAW�. ANpF �'' =-•. a.� se ems®s.i Alm. CAP 4" x .072• e rz• aO. J185-Ht4.OR NM7-T8 AtitJ'F w/,Mc1aArT cma MMAE t /SSE A �P�N7 CASE B (PLAN) C.�S� C PLAN) �A�"� p,�P6,A�� SOME 7!4"=1• 5CAI.E if4'.i" SGLE t!4"./" SCALE 9!4`=1" BGIO-SET OR GYt-W AW PANEUM7E„ 1 p�1 _IXt ,.-„'-'6..•^_'..�/,��} (pq�/ � OR iE "i '' YOp. �BOTTOIA � PANEt4l'IE �S (� 1.$% ""' ' """ "`:9 � tlt R`e,' NV00 � =•'+HIES OF OPEJMkC � SOiEGRE ON ffNEE15 S. ,.--PANEL � Y'x4' � ® f7+AyE trEOUWED i AS APPLMJ�E 10 8 t 1) ' 1PEN #0 WIDTH, O M CONCRETE tEO NRED 1 T v 2` 4' WDOa iRlJIE 1 11 `\ �fk 3(s' Max. � \ VAIaFs ��l�J� iiiT F PwiFi m 1 s AOx: 1 ,1111 tHkVER GJT ETD PANp) _ DISTAttCE ,.-� J.•.-F 3�.3�`iA7.� t#HiAHTI rInNJ CASE G ,PLAN) ......... (/jy4y SCALE 1/4.�,. ✓9 VA wn r r ac r4'�: *r10EN,p s PRESSURE RATING � C�Ta,MI OF- Att#OtdttY PA1rEL �� (tl) YAPCOM LAO SCREW PAta1tAATE FEMALE 70 Pt1Rffi5,ATE Ptl)S WOQ6 �p1t0 SEE SHEETS ib a td FDR A,ICHORS TYPE a sAGla FCW FISTALlAt10NS MO MlOOD 17161E 81YOelas. IIA11a4d ANCHOR SPN�IAB AND MelMlial FJIrE iffi1XNCE ARE iMRGtTW ON Rah SCHEDULE. FOR E0. IE56 Ttwl @gXCATED ON 8(NiE011fiE RCDLCE JxVCI1di @PACNG BY MLCT�LmXr SPlCW 51iaMN ON SCHED4tLE 8T THE ftN3aetlD FAL?ORJ. FIR Tills OPFFATkW m s PosslaE. arD�wo SPACING otftrslFn ustNc FACTOR SHALL NOT � Less 1ww AwaalY SPr� WICATm FOR EACH ANc1aR 7rPE ON Des SereEulnE. /a1Lal0a �. , IItlNAAI AIWAIaIt S�ntalc.l 3 3 3 3 s a 7/z 1esrANuaaN It.nanY H.« W IFR111.8)� Rt4'NIf 3- s1 - MAX, A.S.D. DESIGN PRESSURE (psf:) ��� ANCHORS SPACING Fait E,D: � AS SHOWN ON SHEET 6 k 7 APPLICABLE 7O , '¢ ANY � MAXauM PAHEI (� TAPCON LAG SCREW NANELiLATE FEMALE lO PNtELAtAYE PLUS y�D BUSfIlNO tS" 73' 73` 13` 13` W:. (iaP) 13' 13" 13' 13• 8• iw (BOTTOM) 8 f tz 4• b 2 / 8 '12- 8 1 /z 8 1 Y / tla7 8 t/4' f2 7/2' $ tf4` {8O1T) gt-9' t OR L� 7 i ' /z g' 8` 8• tB9TTW) 13" 13' 13' 13' 7J' {TOP) +45 -,S +7D -75 3" S` 4W ) 13' 1S'' 77" 1]" f0' fW (TOP iJ" M13' 13' 13" 5 t/4` fw-(BOTTOM) e12" / 812` I s7 12 al /2 a1z' / (TOP) i 4' 1 12 2 81 4' TO 4 1 � 7 # 712' / (TOP) r 5' ) 13' S t/2' W (TOP) 13' t]` 73' 13' t0' (BOTTOM) APPLRCA%.E: STAGING FOR MN PER SGH€D71{.E �.Ow APP Ns 8H9.T 11 fDR !z-allax5 lYPE a BPACAia FOR @67M1Ai10NS 8ti0'PalOD PkWE INMDN6S, 1[PWeAi MXa10R SPA17N'sS AND 11RfaWY F>xE t%ST/z7CE ARE WDICJ,Tm ON 1N,S SCteDUIE FOR Ea LESS 71wf1 WHALED ON SCHEDULE �dlGE IJKIKIR 57+AL%VG BY rAARttac SPACeaI 5l1DeTl fal sc#ax+AE er Tlff tvLtAMala FACfaRS. Ft%t it@8 OPERATION m � POS'NLE, li{DUCED SRACRm taaTAY$if t15@la fAG7OR 3tWl NOT � LESS 7fiV4 BPACMD @ID%M1ED FOR FApt AHOiOR TYPE ON Da6 BOIaDt/4E> M#BIOR T7TTIE I1WW! wcn-sxT tAlec�aasr evx-w rwuuu ANCHOR St;Ma+O (1"•j 3 3 a g : 1%e• s ,n eaRerAtrM ear tAsa J 3 ,/Y J' 3 3 +ir 3 aoTAwa(Ea) onoc pl,) s S ,n" 3 7n- S ifA a l/s- + rtCDtA1 i� Dd1741Ct FAOTOR -nm - 3. afro an - I.LYt - ow J , lAa t.qp i•aa i.00 « 3PACtfdGS ONLY Vfi10 WHEN SPACER� ®t5 t)5ED. SEE T : �1 FDR ►EUC. AS.D. DESIGN L44D5 & lAAX. PANEL tB4GDiS WHEN SPACER USED. ' —.___�__�..._.,.m.=..._.._._.ANCI.RMtS ' (SEE SECTIONS a ALTERNATIVES ON SHEETS 1], ta. 75 Ati6)----- D.M.,{�2 • 3 YAx R-tA/t3, R-2A/,3, R-SA/,4, R-LAW{,3, R-2AW%,5, R-3,4W%,6. R-18/13, R-261,3, R-+;�/14. RafBW/,5, R-2BW/t5. R-9511f/18, s� 7� �' ' t� c9 1i 4 O O O Q t Its 1.j2 I ii }'1 I ( I 't REGULAR I 1 t (USE FOR RlW€L nLENGrN /'S, OVER 7•_d ! STt#8A PANEL 1 s . I I ; REGUUR STORM PANEL MAX.. t PANEL � IENCR! � B'-8' 0 +a �STALLAT.�.QN DETAILS F�?.R LICE SAFETY PANEL f� 1VjQ.�Y���7RUCTURES i i WOOD HEADER '� 1 i WWD FfFAOER � WO00 HEAt�R > Ii WpOp IfEAD£R "�` � E0Uat4D I� WIkEO - D 11 OUIRW i s"a TAPCON 't ' t/4`a TARCDN i �� i ,'a 7MCON I f 4"t TAPC.aH b O.0 OR 4 9" D.C.:. , 2 '� � 1 i� 7/2' 'f/+' � 1/4' � `IJa• Pk_ ]# � '�• � i,. �MA7(. J'�j �: 7S !� T.�1 --T 1 a 1 q ,H'••so„' _ p N 11 .. _ 914•s-ia,. # a.....___ �,.� �..:._.:_ - ..P-)�. At�� � N I t,i-za:t• ( a.._._..__ _ ac sotrs W Esnsn { t Ia7G15 W tr T is. �ls w E7�.31 1 q a I l / PE tl iB±u@I etot T-9y • q J fi___..^ .. - _i � I I74✓®i OAM Y-e7 r----aaa {uW fm lwal GLASS q J _.1 1" MA%. n �• � aL PANEL LENGTH PANEL M ELEVATION ��� � 1 (.3fE PAtliYJ. � j j PMIEi. t£NGiti 011 SHEET 12) s (SEE E).EYA11pN DH SHEET i2) (ON St!€Ef iD2fl i ON '�I#ET 12) D ,. Mh jl'-SEP,IRLTIDN' 1 t 3 1 N 1' Mkt. i t I ! N —TKO DtASS y_ .,�1 N Ta GLA55. i Lf2 n - �o 4!_. 1 1, 1 �2 p � I -_].; 11: to 1} 4" �.�HS Irk��",�j"4''• MA .. -__..i.__�.1 I t � i av- 4• � i 2'x4"-�:la% Y� \ { s. 1 }' I' I +s it I • i %I REOUNiED I - !I ` [ , ` tl tf4'e TN'CON � +� 1 �4'P TAPCOH Yx4' • .,{.i j 1 '. O:C. AN03i0R O F' O.G PUFF t r } I I „ STAGOERfO Wj sTUO STAGGERED 'Wf STUD '''.\ v 1 �t PEW@ff.0 ti 1.-h •Y 1 �L � �ANCIiOR i F` O.C. 2"xa' WCOO AL'fERNAT►YE R_1AW Y�� At'fh"RNATIYE R,�L�(E,_�_��]�[ O REGULAR PANELS �lt1T-� O REGULAR PANELS O [JFE SA€�1 piANfL WALL 11OUNTINGS HWHNa ,�y, WALL 14OUNTING3 $'Cea.E 3/bw7' � TI�C�j4''4is$ SCALE 3/8n9` y��'• ENS •' �� y FLORIDA BUILDING CODE Non High Velocity Hurricane Zorn � 11UOC(1. e16 fJ. 24 GAGE GALVANIZED EL STORM P - STEEL PANEL 44i 67 _ • atuw an 1. INSTALLATION ARE ONLY VALID A.S.D. DESIGN FOR Tk ; t4 •_ * r 1L a...�, ar/aT/mxa PRESSURE RATINGS {p.e:i) AND PANEL LENOi'HS..AS � r�. ECC tltC. F PER ELEVATION ON SHEET ,& � •a'• STATE GLOBAL PROTECTION PRODUCTS I.I.C. oMe 2. FOR NEW W004 fRA1.1E CONSTRUCTION; WOOD �'• +e0a S.W. $I SaRET �+, f1�} MEMBERS TO � SOUTHERN PINE No 2, w/ �ECIFlC �+ 0,4: - L(}i() V .• 'i•o'3.47 z.s4P. e. aaA vwtrt a.a!ar. A a,r aaE 41• sssu 20-175 r.n : PaN w1-tm . I..: Or7 Pt10PE) I�MaP-7616. fA%: t@94)6aF-W/F7 DENSITY OF 0.55 � EQUAL. MAP, MCA-000a�8 .a w wn;wN DANrec no: P� ippq' ntWletTNTE 4WV.}ER A'1aUr A!.tP.E A4s7.,c e1N4T 16 a to tdA)E A.S.D. MA%NAiM ANCHORS SPACING FENS WN EO• PER SCFN;OtAE 73EWw APPtfCfaLE d � YAXINOM IEC#:TH tn) MAX. A.S.D. PRESSURE tP-r./.) W%AAIM Ni0N0RS $PPLTND. FOR MIN ER PER SCHEDULE BELOW APP,,ICAN,E TO ttL) TAPCON SWO-SET FEMALE ro Pit15� 7AMAC-fUdLN ffLK-W TAPWN SOL{O•.SEt FEMALE iD �RLIDS� ZAMiC-HNLM ONK-67 m m id m m m m m 10 m m >+65• -Bb +7a 7B t3" r1' 13` T3 13' 43' IS` 13" 73' 1T' t3' 10' t ) a'-B„ OR L� >+7bo-78 +itF,-]t$6 13` , !0 f2 IS' B -. 7/2" 93' dt /2 7f /2` 12 $ / 13' 412'f / {TOP 8•-8` OR LESS 13' if' 93" 53' 9]' 13" 13- t]' }]' t2" 13` 10" t {BOTTOM) f3' a fJ2" YS` t3' f3" F` t7" 9" 70' 7 1/2' 77" $` # (B7RTDM) 13• it" i3' ,3' 1Y 73" 13' f3• 73' t2' 73` 10' 2 iTDP) tS' S' 13" !0 t/2 t3' 8 t/T` 1]" $ !/2" 7 1/Y 5 iJ2' f3" 4 1/2' 2 {TOP} 13` ti' 13• i3' 13" t3• 13' 13' ,J' 12' 13' 10' 2 {BOTTOIA) t3' 7" 13' 13' 13' a t/2' 13• @ i/2' S0 t/ 11/2' 1J' 6 1/2' 2 (BOTTOM) 13' 11" 1]" 13' t3' tY 13° 1]' 13' t2' 73' 70• 3 (TOP) 9 t/2" 13' @ifT' 1D i]" $• S (TOE 72 i 12 t/2 B 7/4'$ 9J4. 12 4j3 t2 A' 6 I/- B t/,` 3 (BOTTOM) - - 1 2 J2 1 2 j2` 8 1 4' / b l 4" / t2 /'$ /2 1 4' / - •- 6, 4" / e 1 4• / 3 a61T01A ( ) $" 6' d" ffi 1j2" t" 3" a" 4 1/2" 4 (TOE) 7` ]' 8' 5 1f2" 7• 3 t/T" 9" d" 4 1/2". 3" 8 t/2' 2 1/2' 4 (TOP).. 8`{BD,TCMj 8' - d ,/2' 1/2` - 1" , (BDl'TDM} 73' 11" 13` 13" 13' 13' 13' 7]' 13' 12' 93' 10' 9 {T�) 13' b t/z" 13` 73' 13• 8' 73' 8' 10' 7 in' 13' B' S (LOP} 13' ti" 1]' 13' fY 13' /3' 13' 12" 13` 10' 3 (BOT#DL#) 5 {BOTTOM) 13' 17' ,7" i3' 13" 13' 13' 73' t]' 12" t]" t0' a (TOP) 73" to t/3 13' a i/2" 73' 8 ifT` 7 7/2' $ i/2• 13' , 1/2. 8 {TOP) - 8 r/4`. B 4/4` 9/4" - - - B 1/4` a if4• $ (BOTT+.) _ 6 1/4" 1/4" 8 A/4" 8 1/4" d t/4" 6 rj4" 8 if4` 8 (BOCf.•')'. 7]' 7 t/Y IJ' 93' ,3" 70' 73' 70' I1• a' 43" B 1/2 1 ) ._$" TO /3' $' t3" t0 t/2 13' a t 13' 8 i/T• 7 tJ2' $ 1/2` 13` >B,-$. TO r_y i]' 7 1/2' 13' 13' 7}' TO t/2' 13" 10 1/2 T1 tJY B" 13' T f (�'t10Y) #3' 8 ifY t3' 73' 73' 8` 13^ F" 10' 7 1jT' 13' 8" 1 {aOTTOM) 13' 7 t/2' 17' _ 77' 70' ti' e' t3- a 1/2' ?{TOP)10 1/2 13' b t(2' 13' a i/Y 7 t/2' S tj2' 13' 4 1/Y 2 (TOP) 13" 7 1%T" 13" t3" f3' tO 7J2 iT f0 1/2 ti tj2 8' 13` T 2 {BOTTOM). F 7JY 1J" 8 1/2' 70 t/2 7 if2" 13' $ t/2` 2 (B01TOMj 13` 7 T/2' 13" 1J' : /3' 70 if2' 13" 10 1/2 t1 1J2 B' t3^ r ] (T,Py '9 t/2` 13" Td 1/2" fa 1JT'. 7 tJ2` 13" 6" S (Tt�) - 12 7fT' 2 7/2 d 7/4• 8. 1/," 2 iJY B 1/A' - - B iJ4' B 1/4" 3 {BOTTOM) $ t/4. 12 i/T $ 9/4' - 8 1/,` d 1/4' 3 (�TTOY) 7 e/2" 7-tJY 9' 6• 7 1/2 ,"if2' S' 3 ,/2• r 3' ,(TOP) ✓r 5 1/2' Y J if2" 9" 4' 4 iJ2' 3' a t/2` 2 1/1' 4 {TOP} Y _ p• _ g^ - a° - b' fBOTTCY) B" - a 1/T' - a' - Y - 5 t/2' - r - 4 (BORON) 13• 7 1/Y ,3" 73" IS' 10 1/1 13` 10 ,/2 1 t/ a" ,Y 7` 5 (TOP] 13" 8 1/2'. /3' F" 1]" T 13` 13" 13" f0 1/2' 1J` 7D i/2 it if2 e' t3" 7" 5 {BOtTOH) ,]" 7' ,3' f3" ,3" '@ 3fT' 13" a i/2' r0t/2" I if2" 13' e" a iB3TTDMj 13' 1}• 0 1/2 t3" 50 1/2 tt if2 B' 13` 73` 5' tJ" 13' 6 9/Y 13" 6 ij2' 7 1/2` $ 7/2' 13' + tj2' 8 {#17P) 8 1/4" 6 t ,' 8 1(4' a t ," 6 1J4' 8 1/,' 6 (@OTT.") - e 1/4'.6 H } 4' -'. B t/4' sEE sieFr 1, FOR tJ✓d� ttPE a sAAcro roR e6iALUlltkb arro wood iRN& eiRDalt1S '• WNHDM AIKa� MID IwwJUM EDGE OtSLwQ NE aA1CAiFD ON 71/tS Sr1iED1A.E TOR Ea. LF35 ifWN a§iiCA7ED ON SCI�tAE RENICE AiXa1DR SPACNO aY OAILiRMNG SFN>FK: SHOWN ON SCNEA'e a QT ,11E FOLIOA9q FfJTT0e5. FOR ll� OP®IA1101/ m LIE f'09511a£ RFlM7CfD SPACS/D OeTA84D 11balD FACTOR 5W47. 1gT8E LESS TNMI tAPNLNM SPACpia @,7XSttED FOR EACH ANCNON tYPE OH t1f8 SCf9Lai1LE iJ,'W 4/,'r 1/iW f/4Y t/41 1/1'r A„Cii(B2 T4�, 1:WaoN Sctn-Der F ••'•-• ••' uul-.l elewAai ANCHOR �aallD (AtJ s s s 3 s ,/r sin DiATANCER-o•1 ua, - s s ifY 3 en' , ACRiN. FLf1E E0.) FASTOR R to Fei ._.0:30 ** SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T i fTNi MAX. DESIGN t.0AD5 k MAX. PANEL LENGTHS WEN SPACER IS SEE 6HEETS 17 a ,$ FOR � AYtrilcle TWE --'f;-"- TI'PE a SPACNIG FOR @7SfA1fATk}N8 @!10 Tyr MOOD fYwWE BUNDw1�. M@inalY ANCHOR sPAcaLGs Arlo trNralu Miesw. �pe� eNc@lo roJ s +,�,rN„a4, Idrxnia �) 3 EDGE a67AAA:E ARE 1NONA7ED ON THS SCHEOUI.E. NR ED. LESS tt@@d @IDML7E0 L%/ saic©DLE REDUCE aurraDR w•AaND a,sr4anl,n., a� 9od, OJ 3 ADa1tL FD9E Iaal,Ef� �DJ FAtRoa BY Y1N.71PLYWD SPACING M%XVN ON SCHEDULE 8Y THE Fpi:LONnNe PACYORS. ots roa T1as a?mATK7A1 To Be PossreLE: IIEDIICED sPraala OBTAINED ersou, FACTOR Stvtl NOT ee LESS p t/sa Mdltapai SPACING tN01CATE0 FOR EACH ANCHOR TYPE ON THIS SCHEDULE - - 10 FO E INTO WQOD STRUCTURES IMDOD NFAOEOER DUtREO � 1 \ 7{i 1 4"e 1'MCON CHORE @ F' O.C. i� � ?• it I j' Mkt. MHr. 1 f a a I 4J O N i ss. eals w Ar FA i� ,"'g)Sfnit� � II 3 N I { 'L` MAX. "I." MAX. PANEL L€.titiik u B i (SEE ElEVAi,ON f (SEE F1EVAt10N Ok SHEET i2) ON $HEFT 12) I 11 ' GLIASS _- j _,t ,) V iF*-•9EPARATttNh- 1 ti� 1 \s (�-t�-N-•'-'T{ GLASS. ! 8" { �2 1�.._J EpO_.•1"�ac! I � i PLAT@� i I 4 14 III PLAT£ tl RE44tIgED { (}l !° REOU1Rm _t +,•. ` � '@ It, _�4 m RANk1MATE tM.!!S � ,j/4'e PANELMATE PLUS i a +B tz 7/z- a:G. 1 I AfR 7z 7JY D.e. I ALTERNATIYE _tt-• O REGULAR PANELS O Li E SA PANEL Ouuurr4r WALL IwtaUNTINGS ryR A Tt(�jT.,y SCALE 3la-/` ✓ �% EN,�'' id0, 44167 = FLOR)QA BUILDING CODE (Hon HI h Valxi Hurricane Ione t1G7l.S: z *: * o2on,ATao, ec Fr. 24 GAGE GALVANIZED STEEL STORM PANEL _ eW: 7. INSTALLATION ARE ONLY VAUO TOR MAX. AS.D..STATE ()F .•t4� OES)GN PRESSURE RATINGS ()),e.f) AND PANEL FL()R _.._... �.s �a L PROTECTION PRODUCTSLLL`.. a7n7fsMso � LENGTHS AS PER ELEVATION DN. SHEET 12, yy �� ECO INa. • EatD '��„ S/ONAL�R MOOD S•Ir. a, sna%r 2. fOR NEW WOOD FRAME CONSTRl1tT10N: WOOD /�-*�•� a GSIPA1+r ALP, lea e.. ,>• zx INN a4taion. A z!w OWE fL Sit14 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ruuPuu+uLeN . F,.: Doe «1-,ut waNE: {Fu)em-7x4 frx teB.�B7u7 24-175 DENSITY OF 0.55 OR EQUAL "°au,.pgapw"0�'1"' In w er,+rrt ew ,atr me.+w .w aR4FaM Na P.E. SEAI(&GNEnM/QAff 4UUER h h.P£ . a6,h,w t 9114T 76 Of ip Ei1/1s, EZ1W/1a ANCHM (SEE -11014 EZI & ALTERNATIVE EZ1W ON SHEET Is) M4xx- iiWIN. i �I- wd SEE 4(BEE NOTE 2) WJ@ (NOT 2) j. / y, Sat- tl'.-. Pali RIVET_ LAST F+ANEL(1�T0 8E INSTALLED AT EACH OPENING SHALL ALWAYS HE I/2' O O 'o o o a D i- J� PRONTO€p W/ REAR 4iANDLE Ttl FACILRATE INSTALLATION IF INTENDEDit TO BE INSTALLED FROM INSIDE OF STRUCTURE. •� k i AI 22 PER! - 1 PAN - { -r-T-- - +T-T--t-T-r- !K 'L' ! (1). E-2 HANG STORM PANEL SYSTEM CONSI NOOF PANEL +Cant. TRACKS TOP ffi M. (END PANEL) (INTER)OR PAP!£!) ANTERIOR PANED i (INTERIOR PANEL) (END PANEL) MAX. BOTTOM, SEE NOTES 2, 3, 4 SEE NOTES 2, 3, 4 ; ' (2), END PANELS SHALL ALW BE CONNECTED 7O BOTTOM TRACK I I a-0" OTHL-RWISE A STOP tigR SHALL BE PROVIDED AT TOP OF SUCH ! S fMAI ; PANEL LENGTH PANELS, j 1 e + 40.0 p .f. }} t_-- i * * /- (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION t SHALL CONSIST OF 1/4'0-20x3/4' M.S. W/ 7/8'ex3/32' WING PANE/ t/si-20a F' ! NUT OR t/4 YIz314' Mln. THUMBSCREW TAPPED �01TE0 INTO BOTTOM I I i BS. HOLIS w O oL OVERLAP : i TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO (SE SECTIONS AS . OsBLE) EXTERIOR FLAT FLANGES OF END PANEL. S I OF 1 (4)_ IN CASE THAT END PANELS ARE NOT CONNECTED TO 90TTOM u --' - - - - TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO - a - I ) I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS TT -" INDICATED ON NOTE (3) AHOVE."IN SUCH CASE, CONNECTION OF ,p JJ_L l S LL�JILLJI_L-J-ILLk_L111L1 JJ�LLJJ.1 ®11.1-11J-J i'e _f_.-_._.I PANELS TO BOTTOM TRACK NMY OCCUR AT ANY PANEL LOCATION. SEE NOTE 4--- t' Min ?SEE !_fw1W `SEE i' min., t � INSTALLATIONS ONLY VAUD FOR WIND L NOTE J v�w-, J i SPEED UP TO 170 m.p.h. ANCHORS (BEE SECTION EZI R ALTERNATIVE EZIW ON SHEET Is)-.--_ E21/18, EZ1W/1B k( iYEf V. '� Z HANG STORM PANEL SYSTEM SCALE: 3/32"=1" �.. 1/4- M- GAP . 2.567'(MN OVERLAP .:`� \ �`s`� m3 WALE W41iY) _ 1 F/4" MAR. r.'4P U /�.♦� ( JL CTIOE'1 M-f'1. IIa1f11k1YNY�IrI1IR,f4yI .SCALE: 3/32"=l" '4�: "•.y�'SS '%' FLORIDA BUILDING CODE Non High Velocity Hurrlans Zone)tam - mot`-", e D. 44167 = Tli E 04. 24 GAGE GALVANIZED STEEL STORM PANEL rep. Tr * ` '•. STATED - 1!#.IECGLNc. L• PROTECTION PRODUCTS. U.C.D7��tn 4M S.W. 51 SIAM TN - W M. Nt Sae. r1�iM 4rAEa4 �41ne WIRE. FL mt4 0 (m47mo-Taaa rrx (NM)NO-um 20-175 PHONE: P1F 1ry...... * SA--0BDE719 +gvwv" mt mpPAw arPoYWG Nc MN IArY7 1rflIf1111H}I WALTER A. TWn A., RE Lila ra-iq a}: Nt tWEII 1T DG FE ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 tier: 869 a6on Num R2 EX 2 1 EX Project Number: 2tNS1543 Product Manufacturer. All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach, FL 33409 Product Name & Description: 249a Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is teeing Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G203.DO5, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX drawing #2031543 tilled 24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bernardo, P.E. Is an Integral part of this Evaluation Report . TEST REPORTS Uniform static structural patlormance has been tested In accordance with TAB 2D2 treat standards per test re ort(s) FBTASG-17-001 bSleckwater Testing, Inc. Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAB 201 and TAS 203 test standards per test report(S) T-ASG-17-001 by Blac water Testing, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Maximum Allowable Spans 2, MinimumAllowable Spans 3. Minimum Glen Separation 4. Another Spacing 160 SW 12T4 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM DENGINEERINGEXPRESS.COM ENGSNEERINGEXPRESS.COM ENGINEERiNG Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in allowable stress has been used In the design of this product. Separation from glazing Is not required for Installations outside of wind zone 4 and essential facilities. Impact Resistance. Large a Impact Resistance has been demonstrated as evidenced in previously fisted test a end is rg Pa pr h' Taport( ), accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as )indicated in the span schedule(s) on the respective Product Evaluation Document #,a. engineering drawing). Installation This product shall be installed In strict compliance with its respective Product Evaluation Document p.e. engineering drawing), along with SO components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document a.e. engineering drawling), Limitations & Conditions of Use. Use of this product shall be' Accordance with the respective Product Evaluation Document .e. waill leering drawing) as notedslrKR word nceDocu (I All supporting host structures shall be designed to resist all superimposed loads and shall be of a material tsted In this produtra respective anchor schedule. Host struchiee conditions which are not accounted for In this produces respective anchor schedule shall be designed for on a aite-specific basis by a registered professional engineer. All components which are Installed shall be protected against corrosion c ontarnin 'on and pan permanently Tillie pr ga ati other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. ,., tlCNM14 i-: �"w"- Toc •: a do nos✓ Frank Bernardo, PE ENGINEERING ExPREsO 4PE0046549 I Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM O EN GINEERINGEXPRESS. COM ENGINEBRING.EXPRESS. COM S INN POURED CONCRETE, ONCRETE BLOCK AND WOOD_ STRUgU$ES \TTI OR (( t 4"R TAPODN { CONCRETE BLOCK ANCHOR • 12' O;C. ' HEK HEAD 1A HORAi 92' D.C. EDGE OF; t( 4" FROM DORE i- Mt� Y - 1' '. F710E� OP V4" F'ROTM /I• ( t. T 2'1 i 2" I ' aLBo1.TE.w R 1.'f/2. WIN.I ) I - AG i� i .__. R€.UMf`IUEt POP j -.4-O Z 1 ,). J to a M Pop G G 1 RIVET N� L 4 RNVET �. A_.._.. I i F/s•.-tat• " ' f i s'-0• n�'-'Y* , C-o' I MAX, ES. 60Os r p,�_.._,� FH'+-tat• R 1 MA%, AT a. t^ .e._-�_-_.__ is B PANEL LENGTH SE ffi:75 ,, ,I� R I PANEL LENGm N �^ Iai I' A8», 1 jj--•-SgPAtUTK1ii I -'iN4Uli I II-SEPhPhiiD: I i R I 4"ti-2oK2 OF I: I UMSSGREW I II 1 : II �Lu tA1• t __I to, /2" T/2 -_--N �77 *L:"r' I k l Y <4"fl TAPCON:ANCHDR 1/4"0 TAPCON G POURED WOW -PLATE ANCHOR O 12' O,C. In ETE OR `•. :' 11 ATE - CONCRETE BLOCK tt 1• URED REWRiED. WALL MOUNTiNG WALL Mt3UNnNg SECTION EZI AMRS&M LZIN SCALE 3/8=1" SCALE 3/8=1' A 1411. Tit • IGEN `� s L" •'� m FLORIDA BWLDING CODE Non High Velocity Zone Hurrlone MIN. PANEL LENGTH a 0,441 .: * , a. Tto= WPC 24 GAGE GALVANIZED STEEL STORM PANEL Oftee,'�, 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6 Tk * - PRESSURE RATING +/-- 40.0 p.ad. AND B'-0' AtA)C w - PANEL LENGTH. '31 STAT€Q f L E"% V ENe. GLOBAL PROTECTION PRtNiUCTS, LLC. o7Jn 4am SW. 5t sTR4n 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD TR1n 4: Ir(Q ANr MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'y a "" 1�'' °'' "' IRS, ' n- 14 20-/75 ' �@�' n.. , LY:N m-4A4. F x 4Na1 m-,Nat ehgNE; {s64�19-TS- rNC {Yse)60p•aT9] A\� DENSITY OF 0.55 OR EQUAL, `4' tQ.i�i•�+L�"_ *'*� f rPN�en Ae¢ oRAFnnG %°: CA-00047IE N1u a tiN N. r If`•iNarte•`•'SENJStONAPUR6%DA1E t4A17ER A NLlrr UT.. Pit! ElRI'i i8 % ]E ALL AMERICAN SHurrERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) WIDTH UNLIMITED r OEM TOP PANEL N A SPA ( ) TO P MOUNT CONN T P. l'IPE.AS RE 'D Q ) SECTIONS -} LTf"20STITCHBOPTIMAL LTS WITH WASHCRED WINGNUTS FASTENED f@ ' O ° z¢� in g/ OVERLAPS N MIDSPAN (USE APPROPRIATE SPAN TABLE) PLAN VIEW RO'.156" BOTTOM MOUNT ! L 1 [ (CONN TYPE AS \; /- REQ'D) \\R0.391° MAY BE AT TOP'- � J, r C a BOTTOM 1 VERTICAL T T TYPICAL ER ICAL NOUN ELEVATION „ 1 N.T.S. ELEVATION TOP MOUNT Lmax (G r,q,S RTYP D) (SPAN ABOVE -OBSTRUCTION OMT lYP LA REQ A �i 0 w -OBSTRUCTTC NATION (L h +n- C(N1N 'PE AS REQ'D) BOTTOM MOUNT (CX7NN Lind% (SPAN BELOW TYPE AS REq D) OBSTRUCTION) PANELS MAY BE NOTCHED AS-REQUrRED, OPTIONAL)':• 205'TITCH BOLTS WITH WA5HERED PROVIDED THAT CONNECTIONS AND ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED N: SPANSABOVE& BELOW:OBSTRUCTION. OVERLAPS MIDSPAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 , N7.S. ELEVATION MAXIMUM ALLOWABLE DESIGN PRESSURES: a3 NOTED IN DESIGN DESIGN NOTES: I SCHEDULES POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR UBE WITH THIS SYSTEM SHALL BE DETERMINED PEP, E ARATE NGIN RING I11 CC RD NCE W TH THE S P E EE A q A I COVE KING CODE PR SU RE RE UIRE ENTS A.S R EESS pp M D E0.MINED IN CCORDANCE VlITH ASCE 7 AND. A TER ET A CH P 1609 OF THE FLOWDA BUILDING CODE SHA1-L BE LESS THAN ORE UAL TO THE POSITIVE OR NEGATIVE DESIGN PRESURE CAPACITY VALUES LISTED HEREIN FOR ANY' ASSEMBLY AS SHOWN, GENERAL NOTES: WARLE STRESS HAS BEEN USED IN THE RECORD FOR THE PROJECT DESIGN IS USED SHALL RE RESPONSIBLE ING 5URFACES TO THIS DESIGN WHICH MrMNG CONTRACTOR .ED CNON"'UHGSMALL 86 REQUIRED IN FLECTIONIr, OR SPANS CONTAINED A ALTERNATE SPAN CALCULATIONS AS IS GENeRIC AN. DOES NOT PROVIDE FOR SITE CONDITIONS DIFFERENT FROM A LICENSED ENGINEER OR REGISTERED CIFIC DOCUMENTS FOR USE IN REIN ARE BASED ON MAXIMUM TESTED yFACTOR, GR64YER SAE GRATE S UNLESSYJOTED AOt41VM-PUTTED 4ROTF{ERWLSE 3N .'BYT E UN H'ASSOC TCi TId 'ATE, BY THE ALUNINUI.1 A560C1ATIONy ATE, TBB LOCAL CODES. 4GA STEEL Cv002e +, TO ASTM A653 STRUCiURALQUAL 1 ITH A NINIMIJM Fy=481 KSt. TALL SE 6063_T6 AUUMIN UM ALLOY, J MAY SE INTERCHANGED AS FSEIW BE MOUNTED VERTICALLY OR REIN 5H ALL BE EMEWD60 TO ra LL ALL CONCRETE ANCHORS PER FABRICATION, SYSTEM ERECTION, &.CONSTRUCTION PRACTICES BEYOND THAT WNrCH IS CALLED FOR BY LOCAL, STATe, & FEDERAL ED—. FROM OCVIATt-, OF TtfIS PLAN. 1S. EXCEPT AS EXPRESSLY PROVIDED. HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED IS. ALTERATIONS ADDITIONS OROTHERMARKINJ MTMMWCUMENT ARC NOT PERMITTED AN. LfIGALIoNTE Ttfls CERTIFICATION. 17: PANELS SHALLBE PERMANENTLY LABELED W7TH A MINIMUM OF (1) LABEL PER EVERY-10 FEET, CONTAINING THE FOLL0IDNGINFORMATiON: ]RIOA PRODUCT APPROVAL NUMBER VISIT ECALC10131543 ■ $rf-ol NIT BIaNEBRw(SEXPRE88 COePSrORE ■ FMALINTOHAL ,Pt3Dir(9 PREaJ4RCE4 w N-2.990" 2.Z .. )-z.zw° ➢D94" DD6o^ ( z.zBo" 0 0.750" z m a a 0.094" ''11�-0.094"0.094(' � r0.625" IvJ a ,o N --L 0125 -L C P $D,094 $ :094" d).120" :094" ry TYP IRTYP i GA -�$ P W ,r#j.:t -0.3 0094' .D62" ,y - 062 �. -TYD.b62" - 1.930" 1,930 "J 9 J�t� �L T-G 5.. 0.375 0125' fr n .062" N- 0:0 2 d 6 A -t.000" L. t t4 J- � TYP. S 1..35' 3.000" -1 " I- I . 50 2.000 t.. 30" � 2.000" �- �.SZS" 5.180" I�"H° HEAOF.A E DER iG\�Y BVILD-0UT 'U" HEADER,�,a �a®L I I Iy, yj V H A PI I�; 6g Y R9 1.51 1560" 510 I 0.36$" '31QJA," 0376" 0.3 {35"2" I•� 0.1 " III :Tr O•+lU 0�39(L 004655" Ot 376t� qz M1 t0 a' �t r-12.SOb"PANEL COVERAGE a 0.179"yTT�� fl.19D° 11ryryu655" 0 0350' 1.007" 14.675"PANEL LENG �.. n I'? 17 l[G i-D, 545„ 0.524'150' 0.250 A.OSD" r �12 t 4 G ANE -T V �Nc D[RECTIDH f T 4,090„ 'F� HAY BE 0:055•" - 0a' 0" H 55 T�0.090" J•1'2;DOQ;031nTFnxrD D.J10" R0135' O.30S' TYP. T'P. 77yy 0.700" 8UL0-GILT 'P TRACK TRACK F"ANGIEP TRACK bA90". C D 0,957" AD 1MNCNUT ACN O'' � TRA K t 2 AO Y;x RJ €Y�OLE ER �k soa NN. 0,313" Q 0.376' 0.190" �F)I'•655" F .t• 1 T 9 Irg Q LDIEG W -'�_-��-•�_� RCCTIDN iLJ rl li. o vl 4 j f R „ FL c..1r• /:ALL AAI "F" &HOLE --%CK MXTENDEDI Sip 1 i0001, Y r•LI Y I CFTCP: < E t rl t A+I a i l ir.lun to OVERLAP c,. N Q ... 4" MAN (\ CORtJFR CLD9LIRE DETAIL L � 25.MAX. +5� / O.1B8 J Y:rsTE - ' ,25" MAX. V•, C MAX :r• r °N:1-.:lax X_Fwt�� •- Ln 'T BUILD-OUT}T !L rrtrwngr- d rn DISTA C I MDura N E Y I lIOx UHF IIrIAII EMBED ,.. Ir.::l 'F :per. .«.1 �T-'IE\.3':, 5[f"P t.fE J: eC .P PC •, n ERL OVERLAP 1:Y mein: u• 'A Fr SP,J•- r AP a 3.82D"y 4' gg MAX.. �.25"MAX: /Li. I Ir.Mv mil cb,ilNr Jr Qm -za �... .� OEilIT rl 1.500" d r r MI � N. T �!q - I=oLPL.n K B 9 t �-a J tint-[) a P --•xx 4,. MAX MIN. ,Soo I .-° e oiri� t � � 1 I pEa _ Les �(r.. l Jam, R F PP J n �• "'a /1 GORNEft CLOSURE DETAR ° .,i>., I !(g L/ ENLBED •' _f • ('� TRAP X W NT CLOSURE DETAR CD Q) N CD U N c- O O C .0) ca U -0 0- u) O '�^�'A v! O 0 O O W O LL. O .D E L O �a p L Q. M -0 .� �`/�� VJ Q E Z Z W J :ti EV N �O tit .® m N LL z O L O M �-'a U) ^�\ W �c 0) V/ in C � Q q M v Q a)UU • 9 L r - i, O " 1 D R 7y4 CAY +t 4PEDO#549MCA�1/ 89 r :I, AiRA 1 f11.Hi I. � �a 9 c�wi w. r- '1�r1.I�N „ .,' _�� MINIMUM ALLOWABLE SPAN SCHEDULE •* A .RF,„•; ;E,.:�. f ANCHOR SPACING SCHEDULE:: 4. P ."^nClrlu _ O1 .vw" TOP MOUNT 24 GAUGE PANELS; PANEL FASTENERS @ 12.5° O.C. ..,. .kq I Olcilel- L _ n v.'.,. J"i 1p Op $y b ME wE lT' `.t0 '� �N 2.5" EDGE DISTANCE A A 3r ~ '1 W 4 3/4. EDGE DISTANCE. ," T•F U.t..'^ .., .< 4., ...y WP1. iE Cn ALLOWABLE PANEL. SPAN &GLASS !,, ffi+� G, 4J H. - P M �E SPAN UP TO 4'-d' 61'AN..UPRF B':e' SPAN UP TO 1tl-30" E ry• " I• 9y+ t 7, 3 L PI I. MA%. DESIDN-:tiPAMl P.10. A=1Y SPArv: LIP I[1iY-II' ,,,A. l ir:::rG^.r..l • , ., J' .4. •:: LN.,, F1': po . W,.v �' '.L„ 'U ANCHOR _. - Me%eESIGN. t. U. F a. ,. ,:a' _:e, , - ".: :r, i•, RN�.V " "PPESSDRE: CONK TYPE 4;eNN TYPE MAIN TYPE ! ANCH.." I i'lu 11 .- .,r:.,:,,. SEPARATION /•� ry�i . "1R o" Q" 0 34. 25' LN 4 . tit 3PRES3UPE CQN:N TYPE CONN.Igo C*N"TYPE :7EPAi'47Y1 AYJN SCHEDULE: - TYPE PfF f1 (2 C3 C# Ci 'C2 C3 04 CS C2 C3 C4 �, - ll II_�.IL Wm oUI"WHEeR4r D. D•.. 0" 24' 25" 2Y 24" 24" -Z3°. 26" La]`: `=pp. uy „. „ ,. .� .� ,, TYPE PSF ct C2 C3 Gil. Di c2. 'c3 e4 r]. ex n cq f-:SLL:y (.Ina. x::7 DJ]6'°xn14 CnD[D 33 12,5 ]6.0 Y4.] 4.9 12..5 I6A. 10.2 6.8 12.5 I6.0 9:1" 6.1" • "� 2 (i•.. -oil �. W = 24 iaauGE PANELS 2K5 $°iP HB4tleF D" 0" 24" 2S 22" 24' Q' 24" 2a' , +n'=.,J W j OER'IALT LLtTRAC0IR ,. �. .. .. .. .. ,. L4 x a EMBED 33 12.5 16,0• IGG "E. 12 5 16:A L6:0 7.S 12.5 16;➢" 16.D"' 5.7" O "_ yyyy K 1 F r? U .¢y - -.. " 4 " - • "" ,� �pyEp'Ij 12�5 ]6.0 SLS &0 12,5 16A. 8.2 5,5 12.5. Ifi.O. S.1 5.5 Ix Lscarcr 41 12:6" 16.1Y' .0" 8: B° 12 S" 6:0" 5D" fi l" �" „ ;ymW ID g /A�� `) ;•InA `cr. .. wi_L. ".s,m ppTT%,4 41 2K6$Shid 26" 2? 23" ii '7°' "1 11 3D' 28" 30". Til 'a V' 4 SY:S"' 1E 0., 1111•. 6.8 1.5"16.0"' .1" 5.4" 12.5" '" 16 1 1 12.5 1fi.❑ 14.fl 6.D $ W is Tilt 7 r'<'uYT X.'.Y A -"•`'R' - 41 � MINN UM STORM PANEL SEPARATION FROM GLASS L,",-,.-4& UI E B " ^ 2 H 36.D e.] s.4 48 I2:S' I6:0" SS.D' 7.S" 125' 16.4" L4.7" 6.0" 12.5" 16.0" 147" b.D" Kee Suadlul°F'Track 24" 24` 24' 30" 48" 50' 29" 24" rid• 53' m - L4 '? P §2 125 i60 9.3 6.3 125 160R1• J.4" 12.5" ]6.D" SA- $.4" ® + (WH2, MUD ZONE 4& ESSENTIAL FACILITIES) "P Track 2S, 23` 25" 3i" SP 52" JO" SO" 2," SO" 31` Ba" ] -: �d gqN gy B s �' 7' 3 - - - " - " .. Sz 12.s" 16.0' 16.tl" 6.9" 12.5' 16.D" 14.7" 6.n" ]2.s' ]6.D" ]4.]" -6.D" L , ,X at+m B. r, �.. r~..-r•rjt•i. . a.J u_. ,;Ili N j1 .< _s 7, �Qi 6 " 2"S ]6.0 8.1 S.-0 12.5 16.0 B.I.- 5.4 12.5 1fi.0 8.1 S.4 ""`--F-- YZ" 2Y 1I' 29' �" 11- 29' 2Y 29' 11• 31" ' "" to .^ I(d"xl: tl " ]2 12.5': 16.0' 14.T° 6.0" 12:5' i8-D" 14. r' 6.0" 12.5 S6 D^ ]4.]" 6:0" N9nL�.j, MAXIMUM Dx4cR MpEB. 24' 24' 24` 30" 48" 8P ZB` 4$' 24' 48' 3V e7' I W •, V `IwIHU 33 12, 5' 16.0" 16.0' Sfi.O' 12.5' 36.0' 35.0' L2.0' 12.5' 16-D" 13.4" 10.]" I W 15 a„ ,-,y, a, ..y,t ., _ nq x 1 ]/2 O•t0m 33 1T.5 16.0 16.0 10.1" 12.5' 16:0" i2.3'• 7.0" 12,€' 16.0" 30:8' 6.2" blriuruLTRAron - t ®- _ „L „y: L Ja fL' DESIGN 3: LL G 41 12.5' 16.0" ]6.0" 13.9" 12.5 ]6 "0" 12.1' 9.6" 12.5' 16.0' ] 2.➢" 9.6' �7IL' K Z ry'y it xvis n-.'•'• 2 E (' NW w - i,gUOWASLE INSTALLATIONS LESS INSTALIATIONISGREATFR •LP Headlu D" P 0' 29' 24' 2S i2° 2P O° 21" 23" ` NK _ _ i4 ProoD SCREW 41 12.5" 16.0"i4.1" a1" 125"16.0" 9.7' S.6•' 12.5" 56.0"9.Y 5.$" ✓ti1xl�rL-: ,Y,r <. LL •eFn:v 7� ,,rL•:,...- .. ., !R �, „• Lc;., a cxx*. )•, .: ?, W PR�RE SPAN RRLINIl THAN 30 ARDYf GRADE THAN 30ASOVEG "" 48 12,5' ]moor 14.9" 11.5'11.9 95" 12.5' 16. D"1L.9" 9.5" ,• Na 1,11 L 0P TI_. '.• ^3 Y= rr 'rJ ' Q W ap{ PSF) 4 '-; 'F 52 12.5' 7.- 33,8" 31.0' 12:5"' 1"W. Y3.9" 9.5" 12.S' tS.'" 11.9" 9.5" 12 5' 16,D" 9:6" S.fi"36.D" 9.6" 5.6" 1,1 , 6 W "• --I :: -r tu.F ff•.. L+••.1 nTl O.rS SE-^;:T_ F:$ 'j `�r❑ ( fa 3ted "F" rA Tmdr 2J' 23" 23, '9Ir G` 3w SO' 1r � 24" 4$" 111 �3 M = E t7'-^••^�r ". �". ", !� ., �� �" "� 52 i2�5' 16.0' 11.111, 6,4" 12S" 16.0" 9.w. 5.w. 12.5" S6.D" H.6" 5.6"' r 1p ., L_ r-ER X•ta r ,U '.,° .4 .�..._.�......4.-- " _ ]2 13,5 36,0 11.9 8.5. 12 5 36A 11.9 9.5 12.5 14 0' 11.9" 9.5' O "a +f.30 { 130.0 En 6.08M 2.18Ts G•Tlaik 28" 2e` 28' 3J" 53" 68° 3t" 28" 53' 33' 58" :,. ,. _ .; „ ,,. „ ", „ „ „ 72' I25' 36.0" 9;8" 5.61 12S' 16.0" 9,6' S,6" 12.5' 56.0' 4:6" 5,6" I SPANS SHDWMt If+x*6-S iRrD 33 12 S ]6.0 -18.0 i6.0 12 5 ]6 D 15.] 13.4 12.5 Ili 0 :14:0 iL.9 1/q^ x I-.1Jq' G16C0 33 12.5 ib.0" 16.0" 12 5 16,4"1. 1].5 42,5" 15,D' 10.2": co y... a -,... +.Syr --- FkER6 AR6-HIN'114W4A1LaMAME SPANS iW5EaaN ANY CaMR{NATFON 9F NOUNrNG {n _ Q ALL.R. IIJTS S'D LID SET , "" _" �I ", :,. ,, .r N / 130.0 in & In. 21fi In ,,, : - T ,, 41 12.5 16,d 16.0 iSA 12 5 16.0. ms Lab 12.6 L6 W 12.3 10,7" d_ : cDrldmoNS AT TOP YXf 84TTOM: PANK 4EHGn95 LESS M+4J TtW5ENOTa3 tN TABLE ABOVE ARB NDT .I. 7+a: ", TAPCAIV'CFA5' 41 125 16.0' 13,31, 12S 16.0 9:2". 32.5' 16.0" 9.2,•:. ..,..,...._..."..._" tit „S :S (•40 130.0In G,48let -�•�-: 2.36 fin aC6ErrAEtB. 48 125 mo, 156"13.3"125'itio 12.5•'io6" 12.5, 160".1?.5"10.6" 9, 48 12;5" 16':0" 11.4" 125 56.0" 9,1", 12,5' 16:0" 9:1''. •� �. 2. NO SEPMNITWI.fRON GtA^S iS AeNIlINEO MWEn PANEL IENGTH..35GREAT6A THAN THAT NOTED iRNr -,1, „ „ :. ., " /'iJ Y30A In 6. $In. I.-.. 2161it ,._„•-_-.,, AESY'ECrIVE nOUNnNG N[91NAnON ABOVE. --•r - ?� ,72 125 t8.0" 144" 12.3" 12.5 15.0" 12:8 10 b" 12.5' 16.0".1i.S" 10.6" "I� 52 i2,5 16.0 50.5 12.5. 16.0 9.1 12.5' I6.D_ 9.1 u':U' a;:,;LC. 2;H " ,y +/SD..-- 130.0 In G:G6 in 2.161n 3. SLai ttDSURIS:PPquIRffi fDR AIL BU[t00UT MDVAtT51NTAst2 Ae9vE: w+tEAC SJDe ttO541RE8 eRE NO'f (D ,,, " �.� 72 12.5" I6,D" 12.5" 10:6" 12.5" I8.0" 1LS•' L0.6" 12.5' I6"0" i2.5:" 30.6" P2 12:5' 18.0" 9:1" 12"5'. ifi.0" 9.1" 12.5" I.... 9:1".: _-.. .._->___-_---_._-_. _-_,____r_�. UIED WITH &II1D[JIn NQUmiNG O trt D PARA T'. Sv'12U\•;-USN a - COFgitf N6, RE0 BE 6E TtONE'TLX4GIA5S SHALL�PER DFTAIL'P' 114" x 1 ;Nil' FMHHI 33 12.0, IT0'" Sb:O'" IFF 12:5'• 16,0- SBA•' L4.2" 12.5" 18.D" 38.D" 32.8" ] 16'. r"W EMBED ' '• -"' air-H'.Yi. - JD +: BS ID6.61n aAS In 2.35 in 24pA UKPMt PAK rl Mxlr / �! 33 L2. S' 16,0" 8.6' 7.3" 12.5 i5:5" 6.0" 5.1" 1 .S' 13.R" S3" 4.5" Q 4. TABLE APPLIES TD 8QM 2ig4(WRH an WITHWiSTITL9l �LT6]ANa PANBlS"&BOTNWrni PANEL, +' R All tool' 4. + : FASTENERS@ 12.SORA.:s O.C. n-rti �.. - ,.^'t.:1 41 ii;6"- 16;0" m.0'• ]6A" 12.5" i6.0" 15.7 114 12.5' i6. D" 15.6" 11.3" 11 Hftlh', 41 I2"5' 15:0' To' 5.9" 125" ALi6RNATE BU/IDDUT Cr " I "y{S__;,LL'J_R '-:6 I 83.21n 6,Q9 in 2.53Ht �a 48 izV 150'. 36.0'• 14.1" 12:5•' S6A•' 15.5'• L1.2" 12.5' 1fi:O" I5.5" 11.2" r^' " �' .. _ _ rD •:0 po +/ T PAleelB W1Y SPAN I6' MSNInUM u5]Na WN (1) OG THE OR130NAL TOP OR BOTTOM RO5URE5 PEA F 4fO0D BU§NmC 48 12.5" ] 5.4" 6.9" 5.0' 6,25" 12:3" 4.7" 4.0" G 25" 12.3" 4.7" 4.0" U EXTRLL.n IAN.lIL, W-. +\.L :Y. 'Q -p M N W y �' cow Lq 4txJN n'k -. d / 65 59.8 fin 6-I3 HI 2.72 in OveliNG (PER aETA[L'K•9, U9iNG ANY fMUAT1rK> clxomdR ErmcvrJ IN TMESE MiAWNIGS. }�' i P4,w: cP m\l ttAF : • -•�R+ -� � - � Q ggq,,r F c4:T-n9 •M =F[' :[I.'r-•1 I A Asa �Ft.-, ,Ir- t`l. RN!! LL + � � �y F 52 12:5' S6.D" 160" 13.0" 125' 16:0" 1$.5" 11.2' 12.5 16.0 15;5" 11.2 p�g� 52 12.5'- 14. Z" 5.5" 4.7" 6.25" 12.3" 4.7" 4.b" 8.25" I i:3" 4:7" 4.0" _" T H tr. r. K� 'VI1 Dl4alaii. -1 •t-o-:1.u: J-x. ,a .LU.LI •.I w.i "• F /70 38.41n 532In 2.9D 4n 9 72 1Y:5' 36,0"SS.6" ]l, L" 12.6" 16:0" 15.5' 11.2' 12, 5' 16.0"15,5"11.2" r1"@RFN as H` 2 - ...E.F:f r'" r%..-R ",) /ti COLINO7M1OOR t40UNT 5CC]IDN pp yH b.25' 32-.3" 4.l'° -0.0" 0.25" 12.3" 4.T" 4,➢" C IN _ - ^r� .n„rn; -f W ❑RI- g +/-77 ! 27DIn 6.i3 in 298tn LLE 4� S[ 2.5"EDGE DISTANCE r'iM Y',al &1 F- b h"' � r2 6.25" 12.3" 4.T" 4.D "- NC NF -I ULL 1%' a0L' - IG :,_Y , � I� SILO. 1174'[M 6[D 33 625 10.3" 6.25 1.1": 6:25' b,4" 2m Iy .+ yo{ a UIT+M III INAt:9fl 41 62fi 8:3" ri u. TiL'EO CF`J., UK[ r FA II 11.11 11 I I ,{. 'Y .11 z 5 N N.`$' g N y¢ y 4 P + JLi �} Wa .a �� Cg ` 1I INCC, (:. HO.L-:.'. (L(LrPL����7FI pq. .`I IV.LLIUVl •L I1 IY' rr .r-.�: H i • 4B 625'. ].3" �p£4 „PlAuwaul 3EC1bN R4 Wrs.,.<., PAL, [i1&a ANCHOR NOTES: m .. tt7 g ar gy��+ ,. s2 s.zs" A. t]6 11A pf - W ELI ip • N {n 72 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS'CERTIFIED HEREIN,: BUT ONLY PROVIDES I •Ill, ?✓ :«+',: n: -Y_: a" t_L fiO.r.l; .r1E fA nu As W+-_ISL_ r•AN H it '1 ytiN\ 1vRE 1 I F1^ 'rrer Z .+ 5 SC EOI°%LE QTS) MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS: AND PRESSURES INDICATED t D .R au fir, f4".. 1j-111111 33 I2•S' 16.0" 6.5 fi:]" b:2S' 31 J" 6;Z5' 10.5" RI '� H+ � "- nrtvrvll lcunil +1 1z.s" 33.]"� 6.ts 5-s'I. e.ts' 9.4"� IN SPAN SCHEDULE SHALL APPLY. •M,: _ _� N a. 1. ENTER SPAN SCHEDULES WITH NEGATIVE �r -n- .Per-L LAST PAttEL {NSTALLED { N g --•3 Y. °J .Y :B n DESIGN LOAD&PANEL FASTER SPA£a4G TO FRCTe 1NiEWtOR 'E 7 2. EMFA ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE U 11NN N S �,t t`N•L ,y; a;l"� yjyK,� Oq-�Fl. rw. Mnt�yrvrr _ C SCHEDULE I ACCEPTABLE STORMPANEL _ MATERIAL, 8. A(tlCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN CLLI a F�� 52 6,25 308" 6.25 'A3" 6.25" 9.3" G Lu SPAN, $CLOADS L S S THAN A%E EQUAL USE WITH tLt `. Lr++'�"'o CONNECTION TTER AND SELECT SPANAPPROPRIATE ER MOUNTING G CONDI ION (SEE M USN N.SELECT W R :;.' l:' -"+r �L POSITIVE WAGS LESS THAN OR EQUAL TO 1 PMa1. 6' c 72 -E. 9 3' 6.25 8:3" 6.25 9.3" CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUPTING DETAILS ON If4'zl I4'rMHH) 33 125' 36.0" J.5" T.3" 125 Y3.4" 3:2" 3.0" 6.2s.. } r e w w l- x'r sreE a r a 6 'Q NEGATIVE DESIGN LOA05. '� is u ITW B.9. TADCON 41 12.5". 15.6" 6.D" S.8" 6.25" ]A.8' 4;2" 4.0" 6,25" L0.7" 4. " 4.0" SHEET 'PANEL FASTENERS' ARE OF STUDS U51DII N TYPE). P '•r a t " '>A INN •u••I .'•` K--20x t•5.§. St13EwAuc INRTOR E x 1 3. PANEL FASTENERS ARE STU DS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS O •• 4B 12. s" 3.3 5.1 .D^ A. fl n "i "� 6 " ❑ " E 4TI^ rBa - .1•rIJ ", sm[rLrta •r J 2- "PANET,FASITILCIN TH ALL MOUNARE TING USED IN MxcmNe BCREtYTFatu K-aIA. MOLE J 3 5 6 I .l +.L R.D .25 I .7 4.1" 4D" "F"- - .IL L, _ •F:T J ff-TRACK, ALL MOUNTING ETC.), USE 615* ON cw= bWA6,4.REa W[xGNLrt 5. ( TRACK; STUDDEDANGLENCL O rBUILD"O:C. NDITIOASTENER SPACING TABLE VALUES FOR J ii t I�"' .• :'� `Yta Q• ('P•TIUACK, 57UD0@p ANGLE, ETC.), USE S,25° ON [N"..iDe FACe � y, � 52 625 32; 3" 4.7 4.b. 6,25' 30.7"4. L' 4:0" 6..25 107" 4:1" 4.0" ALL li"-.AND"U"-HEADERS(INCLU DING BUILDOIJT CONDITIONS). 6[ [.: _ • • z I n n t '. O.C. PANEL FASTENER SPACING TABLE VALUES FOR Q ,w:. D � 72 6.25" iD.'!" 4.1" 4;0" $ 5 19,7". 4;i 40" 6.25. 30.2" 4.1•' 4.0" 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER$' RECOMMENOATIDNS, w _. ,, . h H site :J_ a. ;nnx ALLH AND U HEADERS (INCLUDING aUIIl3 OUT < ; .% h O If'I":f rin'rNNrb 33. 1z s"' 1a:b" i4 i' 13 x' 2 5 i6 tl 5.:7"' i 8" 12.5' Is..." e.7" 7,D" 5: HOLLOW BLOCK HOST STRUCTURE SFUVLL:CONFORM TO ASTM CEO BLACK, ti "All3"'3 : CONDITIONS). I - , % ` 3 ALL:P0iwT5 BOLrD 9Ef 41 1Z;5 16;0" 11"3" 811" 12 5 16,0" 7;8•' b.9" 12,5 ifi3O" J 8" 6,3" 6. NTNIMUM EMBEDMENT SHALL BE AS N01T$T iN ANCHOR SCHEDULE, 51 t -LINEAR 1 '•. J. M1IINIMUM EMBEDMENT pNDEOGE DISTANCE EXCLUDES STUCDO .FOAM BRICK AND OTHER VlALL �� • ,i. .Uri,- 3 TALrNT OTHERWISE U ETWEEN WADS LOAD, i4"•M%L^ MA[HtNE §LTREW = , ,. ACCEPTAELE, OTHERWISE USE NEXF HIGHER WAD, VGN W7 WABrRREtl FINISHES. VrALL FINISH E5 SHALL BE LIMITED 70 1/4" MAX:00. SHALL aE VERIFIED BY OTHERS TO rt �,®:' :jet d ����e%� Si v���'t 8 � o-T �6 l2 12 5" 3fi.0" ] ]" 6.2' 12.5 ifi-.0" T. ]' 6.2' 12.5' 1fi.0" 7.]° 6.2" ADE UAiELY TRANSFH2 LOADS TO HOST STRUCTURE. CJ soil i• ,'u r N -L : GEC. ': TIO. S wINGN11a lZK 0C. .<-, uu77 p r� L, , O pp R ^ : IFIDN m aol+cexT 4/ S. CONCRETE AIORS NOTED HEREIN:SHALL eE EMBEDDED TO UN-CRAGHED CONCRETE ONLY, >! a i ".a + , 6. if" .6, F - 1(•1 z:L JJl EMBED 33 12.5' 16:0"' 5.4' S.9" 5.25 11,5" 4.4" t •;z - y ]• GLASS SEPARATION NOTES. z ! P - 9. WHERE EXISTING STRUCTURE IS 1+r00D FRAMING, EXISTING CONDITIONS MAY VARY FIELD �'tv,r Irt-1L•,'I PRn'a-I " 4EIS brrtwL rnN rl HAlr 43 12.5" 13.4" 52" 1.S" 6;25 9.3" 3,6" 3.3" 6,25 9.2" 3.6" 3.3" ^ A `f VERIFY THAT 15 FASTENERS INTO FOR SIDE TE LOOURE PIE FRAMING MEMBERS, NOT PLYWOOD. FASTENING - L;uY.J Ht 6 I. EN'[62 SPAN SCHEDULE WITH DESIGN LOAD TO DETERMINE I ',i 48 6.25' 11.5; 4.4n 4]' 6.25 A2" 3:5" 3.9" 4.2;n 'J.2" 3.5" 3.3" TOPLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 55�� �` aOTTDrt PKWM § 52 629 306 4.1 B 6.25 C y 3. 9:2 3:5 3.3 625 9.2 3.5. 3.3 "' nHJ.:L b-.c•N.n •4• -T G _4fN rs" - ,T44, MINIMUMAJULE IS CIO FOR FROMTHEOPENING O BE PROTECTED. ,; (�� � jL1B '(` " LD. WHERE ANCHORS FASTEN TO NARROW FACE 4" STUD 167ANG,FASTENERSFNLL RLOCATED IN s A Z. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE WAGS ONLY. ir�°4Q ROTroN Psourr '�I ]z 6_zs 9.z- 3.s 3.3 6.zs s:2 9.z 3:s 3.3 CETEROF NOMINAL 2"XL,"(MIN.)WCOD:STUD('"EDGE D75TANCEIB ¢CCE7TABLE FORWOOD aCn INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGIftat (coNN TroEAs 'nt eMeEo. g Y q[ FRAMING). WOOD STUD SHALL BE SOUTHERN PINE"G=O.SS O0. GREATER DENSITY, LAG SCREW �� I• ip _ SHALL HAVE PHILLIPS PAN HEAD OR HEX 'HEAD,- -(:'. LOAD. AiNND). Hgg`w THE HV'.HZ AND OUTSIDE OF ESSENTIAL "@ggjj T @ @¢LT 3. FOR IN OF, " OONN TdVP 45 D 6. `• ' `,I a 11: .REMOVABLE ANCHORS. ARE: DEWALT PANELMATE,ALL-FOINT550LID-SET A BRASS BU5HING, 'g FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION 1 BEQ' 12. MACHINE SCREVI5 SHALL HAVE:1 2° MINIMUM ENGAGEMENT OFTHREADS:IN E �. .: � @ WIfRI11EPNMCeENN0.®D1E IENSURE ANOtaRS AT aPTAMHFE0.4NK LE. / M E, TO THE BASE y, SCHEDULE-tS NOT REQLIIRET7 AND NO MINiFtUM SEPARATION FRON THE EA[SNN6 CONexere. Dt SPA.GNG OFrWP THE ANCHOR'AND. MAY HAVE EITHER A PAN HEAD TRUSS HEAD OR WAFER HEAD (SIDEWALK GMT LI O, GIPMNNfrMIK�NNARPIPE i;T ,;> L'.o Ya.,au4LAri'; :;curTrn„r Av,-.�L 7r,.:�rf`A•I 20-31543 PROTECTEDIW841NGYSR D:EO. NOIUYMetDfxaR vALUEdveNINANpioR 20-31543 13. MINIMUM EMBEDMENT (SIDEWALK 2D-31543 c WOOD AlANING SPACING TABLE, 4 EACH _ C ,Tf e O PANE1401ACEM TO 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. - • PACE DoeuRIPTEaNe ECflF55 PpNELt 15. 1Jc DIRECT M W NTiNG CTJNDITIONE:.. p ppERryRpI. Q 1 a /,1 OPROtULTOPyWTrOM0t09URE 0- gLLk g 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE5 LISTED ON E'4iZ 4!'SPT11.rnN 5F .:' 1`.. 4cnvv TYPE U v @ THIS SHEET. z W L -,-nu"F ° I- S $eT 1 OPTIONAL EGRESS PANEL DETAIL 'S L rw�✓u " - :r, e: n INwI]nnRPNx ' _ \' r�j /;10PTIONAL INTERIOR FASTENING DETAIL m tNTERTOR FASTENING - c . aJ_ e n •r• 1KntiKjrl Rr(. MOUNT .sri. Inra ,-,S1 ' J N,T^S, A R ntw Z r SHEET NO. SH 1.5 r TP- q 6 `-I 9 Lenno, �400,-o-ALc 1 �►l� Fa��) 2o73�s�' Lo 3 2 l`�c+, cS ay.-�� q