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HomeMy WebLinkAbout6384 Ten Acre CtABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Flr. Floor RA or RIA 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 or A. F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bill Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bat. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG or BRIG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or KIMII Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent 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 Ell 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 WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht Plate Height WM or W.M. Wall Mounted (plumbing fixture) FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proofing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 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 / / / / / / / / /lee / 0 0 -0- 0-�-t El 1::1 El 1::1 El -[::]'� El —0 L :N 1 41 6, 10 All 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 SN 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 [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. N O iV 0 lV o c3 > r7 > 1J S �_ b n CS C R7 C� CV fa N y Q .•�., N 3=� Q cu w c 3- is CL7- dc.3 d ,Q w c� E tcF. IV 15 2022 IN N if ro ` 0:. --J °a O oc. Z r .0, e :. To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 E H c g $ v cc 08 4A C7 ? LL a LL LL LL - a uJ Z C� a 4 0 a i 2 0 W rnipjO' m w Z ,°moo r� Z d LLa :w N Z 66 0 0 V z z z a _ a vz CD �4-J_ N LL • z Tom+ U O iir g In c 4 YZV) C LIJ c `R Q - 0 M Q W Z LJL E i o oo g Z J E v <o °ir So INS o E Nrp do a 0 0 w Z pWp d' vJ C oONO iLL Z $' g az > 3 U =G z 0, 1-0 0 c O >M O a' rn m m L � T � T O �I QCL''� Y r ^ m -1 t:,t O O �o 0)N � Q `� j r m N ^ c Z E E O c m � a U Q p JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. C IS r+A•m1P4 gp I.o R. -'911l VVIrW #Aw �1�®I� I � � � IIII RWFT -- ��'11FIF! - - -------.- _ } .. 1 • I� rye- .11 ,i-1 iio 00 0c KITCHEN 0. BATH MIRROR LN 1 R I I 7��l1 KITCHEN BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS CABINETS BELOW j- MIRROR VARIES MEDICINE CABINET a 0 02 o oQ SHWR. SHWR. CURTAIN HEAD ROD _ 0- 24" TOWEL BAR TOWEL BAR IN ON WALL ABOVE TUB OR SHWR. TOILET TOWEL BAR -B ON BATHROOM WALL Cr c SHWR. co VALVES TOILET °? SOAP PAPER to DISH r HOLDER 4 o ih 11�:Tu FIN. FLR. BATHROOMS, SHOWERS AND TUBS DOUBLE RODS rn SINGLE ROD 42" H UPPER CABINETS - 36" H UPPER CABINETS - 30" H UPPER CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT ct BRACKET 36" H BASE FINISHED CABINETS - COUNTER TOP 30" H BASE �i CABINETS - LL nth rn a. 11.2.. a n v 'P 2x FRAMING 1/2" GYP rN rN BOARD ^ 0 fV CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/4" = V-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN O =0 �IA TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL coo O 1'-4"X1'-4" "L" J SHAPE CMU COLUMN RL-w6w 13'-0" 12'-0" 1' 4" 1 V-8" 3'-9" 8'-3" LPAD HB f p 355-SOH ---------------------- - -- - }--7 -� -- I LANAI NOOK ' - 8'-0" FLAT CLG. AFF - ---- - 8' 8" FLAT CLG`-a 12'-4" - -I -1 TILE -� I 17-1 I i ..I.. II t 0- O Z Y IE] O FAMILY TI ; ---`n- 8'-8" FLAT CLG. CARPET I pl � I a ! 2'411 " I i _- Cl) 8'-8" FLAT CLG. 2468 1_ TILE '_0 N - - - - - i� = - L6 FLOOR G.T. .-- --------------- --- I REF-- ~ I? ----- - - - 16 - N I-----J I m- - 15 _ 5'-7a' - DINING (3)2x4#2SPF 13 -- 12 STUDS w/ (3) 16d GG 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET ao S3 _- iD TYP 10 42" H 1/2 WALL 3,-3" 4,_ .. 9 OR RAILING PER SPECS FLOOR G.T. 8 -- (3) 2x4 #2 SPF 6 STUDS w/ (3) 16d ::] NAILS @ BASE p N OI ih 01 t'- 1 2 3 5 PW D R 4os ARCH r - ; i I I i (o Y Y i i GG I_ _ (3) 2x4 #2 SPF i 8'-8" FLAT CLG.S3 I W. 10_____!r--__ - STUDS w/ HTT16 - _ TILE -_ AT BASE - P PE K I - FOYER 0 LAUNI -- - - Q U) D. 8'-8" FLAT CLG. 8'-8" FLAT CLG. I I I TILE S4 TILE l� - - -- - - -- ! II � 1111111111111111111 ---+---; o w H1 6'-4' 6'_74„ 4.0 T-2j" - W.H. t. �H -�Y r 0" 17'-10" N EDGE OF SLAB 2" 35 BUILDER TO -�--L -73 BEYOND WALL PROVIDE APPLIANCE D1 PROTECTION WHEN - 1 00 NOTE: FINISHED WALLS REQUIRED PER FBC 1 co TO BE FLUSH. FIELD - VERIFY. G.T. 8'-8" CLG. A.F.F. F- -- ---- ------------ - I 8'-0" CLG. A.F.F. 11 ;57'x2211- _ oz ENTRYI _I 8'-0" FLAT CLG. AFF` Ca IATTIC �..-"'j Q ----- GARAGE LACE�3-----� o Q �U 8'-0" CLG. A.F.F. Cr W N TYP. @ SINGLE j W 4'4" STORY 4 (SEE AA/S3 FOR STEM OPT.) S3 r---------------------------------- I I I t I I I I I I I I K I I I I I TYP. @ S4 I GARAGE I O I 16070 OVERHEAD DOOR 16-0" V-8" 5'-8" 19'4° 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE /-PLUMBING LINE TO SECOND FLOOR '--WIRE SHELF @ +54" A.F.F. 0� a W W J_ �0D m HUH ��-J HB HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 <e> 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" OA +29.7 / -32.2 © +29.7 / -39.7 O +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 �F +26.6 / -33.5 ( G SEE SN SHEET OH SEE SN SHEET witi 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX251 S.H. 13 20 X 38 3 18' X 37 S.H. 14 20 X 501 18 2'X 50 S.H. 15 20 X 63 18 4 X 62 S.H. 16 20 X 72 1812 X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 26 x 37 1 S.H. 1 H4 27 a X 508 26 x 50 S.H. 11-15 274X63 26X621/2 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 1 X 25 1/2 S.H. 23 37 J X 38 s 36 1 X 37 3/4 S.H. 24 37 J X 50 8 36 4 X 50 S.H. 25 37 J X 63 36 # X 62 1/2 S.H. 26 37 J X 72 36 2' X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 521 X 25 J S.H. 33 54 X 38 a 52 1 X 37 S.H. 34 54 X 50 a 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 2' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 8'4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - B SCALE: X"=V-0" cu N Op ` CV o C W 0 0 w acZ o c !p V N _ m Gx. co o - on .� tV t � Q N d n'- c C3 Q 3 cc ro ca m y c a ti n a r, N • ,� 4�� OTC Z ,.,0FESc"` To the best of the Engineers knowledge, into rrnation 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. 8 pl r Q .6--, 2 LL aw 13 C, J tLLL S d Y_ } ims a0 W� W m°'°'woo wl- Zm LL LOM Z a 04 O U Z W El 0 v Z o v J - d N v Z M � � f6 •U w � a 0 LU kA c m U W J ►- E L z� U Q /Q \� o co W M Z s ;z ZN• E t01 on: -E gQ¢j x 0 �o� 0 0 z O N y 0 <S 4gmoZz � Z �C Vj C x z Q W sZ N OW LL a0 �w W c� 3 g; oLL �= r� � o Jw w � z g CD w i�d °~ 03 0 O = O0' cc 0 a� L 0) CDT 0 : T r Cr T �1 o f"' m LO O N N N Lo Q � T ui ca o C`NI u1 ^ d Z ca E 0 Eo y 21) M a 16 U Q p JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 1.1 42" KNEE WALL WITH 1x8 CAP & CASING OR -- --- 36" RAILING 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD � DECKING 16 115 PRE-ENG FLOOR 12--- TRUSS - 1x TREAD (TYP.) 10 /----- c%%a / 8 2x4 THRUST 1x RISERS (TYP.) 7- ---- - BLOCK � ,;j' `=s�-= _ _ 5 STRINGERS 42" KNEE WALL WITH ( 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 :- DECKING M 2x6 LANDING 2x4 THRUST 2 BLOCK 1 2x4 FRAMING TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 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 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: 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. andrails: 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 Dint 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 1/2 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 r 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. equired guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 riches 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. nder-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. SEE PLAN FOR LANDING DEPTH I MIN. (3) 2x STI @ END OF LA BELOW HDR. STANDARD( STRINGERS SIMPSON A3 MP34 CLIP TI FLOOR SYSI LANDING FR (2) 2x H REQ'D ( LANDIN STRINC CONNE CONT. HANDRAIL RETURN TO VVHLL UC I HIL B SCALE: NTS - 3/4" PLYWOOD DECKING 2'-4" 16-1 " 6-7- -24 LANDING .- 2x4 FRAMING 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR O H1 OD H1 D2 EXTERIOR WALLS B TYP. @ 1/2 33 SH (2) 25-SH CORNERS D2I TEMP 4)l EGRESS n(r4-)4f' o � 4-SH in - --- 1668w = B.F.J =- � - - 5'-13" - - 2'-4" o C7 c� �v� W3 4 i ° IBATH D2 I- O Y I I 8' "1FLAT CLG TILE R/SH _ o _ _ G.T. SIM. w/ (1) 48x42 ,--- iv MSTAM36 q @ BASE 3 SH CESS v TB r i�l D2 M - L T-0" ! 2 - 3'-�'L 12'-10" MSTAM36 j' A TF \ \ I I �,I 36" x 22" � i I I � � I ATTIC � @BASE _-�_ �' Lc____ ACCESS OWNER'S N - --- -!N ai 80"I T CLG ;n " SUITE C RPET ' TP I 2 T 8'-0" FLAT CLG CARPET r; 4068 to B.F. c ` o___ BEDROOM 2 " _ " _____ s R/SH 8'-0" FLAT CLG - CARPET fn 12'-2" 4,-8" 4" T-6" 6 2 Lu Ic o D2 Lbw = M � o 5068 2668 42" H 1/2 WALL 16 H1 A B.F. OR RAILING PER r 15 SPECS I i14 S6- - - - - - - - - - - - - - N i 13 6 TYP. @ 2 U N D2 STORY. SEE o, 12 JJ/S6 FOR _ 0 00 TECH 11 OC H1 STEMWALL ° ,°, r CENTER OPT. 10 T-3"�Ul 5'-7" 3'-4" 5'-8" S-3" 19 T-11" L�A TO co8 F.F. P8'40" HT I 7 L1 TILE TR 2868 J 6 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER W/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 3 N ° D2 2 3 5 SIM. w/ (1) 6cb MSTAM36 fl6 @ BASE 02 BEDROOM 3 4-SH �N SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 --- CARPET------ t2'41" G.T_@ BASE1 V-6" 11'-2" I G.T- 00 MSTAM36 OI a 100 v r @ BASE T BEDROOM 4 3 3 I I 8'-0" FLAT CLG D2 D2 CARPET G.T. I SIM. w/ (1) I= o MSTAM36 00 cn @ BASE 1/2 33 SH m I I 6 B H1 I " D2 I 25-SH 25-SH EGRESS 9 EGRES D2 22 D2 B H1 B H1 D1 O I L- - - - - - - - - - 2'-10" L Z-10" L 2'-11" L "IT-6" L Z-11" I I I I I I I I I I I I I I I I I I I I L--------------------------------------J 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/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 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" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 �D +28.3 / -37.0 +26.16 / -29.1 ) +26.6 / -33.5 GO SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 25' S.H. 13 20 X 38 18 2' X 371 S.H. 14 20 X 50 1812 X 50 S.H. 15 20X63 18JX62J S.H. 16 20 X 72 18 1 X 71 1 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1H3 27 114 X 38 J 26 x 371 S.H. 1 H4 27 a X 508 26 x 50 S.H. 1H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 274' X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 36 3 X 37 3/4 S.H. 24 37 J X 50 8 36 4 X 50 S.H. 25 37 J X 63 3612 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 251 S.H. 33 54 X 38 J 52 2' X 371 S.H. 34 54 X 501 521 X 50 S.H. 35 54 X 63 52 J X 62 1 S.H. 36 54 X 72 52 2'X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 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 R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - B � c N o �.% G 'L `- 9 O J CCSi- ld. C.., C'V La- '^ is C4 .a cam+ s O {p -CC - car Y C 3 a: a� �a C •> � s c 3 m i y C O Cn G .� c � � o a v ttttlrrtr O W N! ri �, .... , ' 0` d�. 0FESs�0' \\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) F a E 8 90 .9 M tjNC) as LL Q m V C -� tL W U Z 13 J 19 ` O1 a fan �i W 0 5 � �NrD 0 IL= co T m w N MZ dJ Z OU W oa z o 1 J- 0 ax (D. N g o �V -� O rl, JAIL na �na X ' U � r.r_r � N � tlo o 109 w Z cMi 2 gZZ Q U_ E n " �� 6 Z• m ~ o O 4 Wo O U Zo 0=a m C <o �Y m0 �Z ZCO v "m <w lUZ av WT �dg 2k C) O W ,o N a= 01 3 �O 0 = E >M O B 0 C T 0 Cr CL U) m N LO CD I� N O N N Lb Q � T 04 d Z cEo Z E 0 c a. E • • U _J v «3 q p c JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 1.2 u li_L� u,.,i�.�� �,—.��1L,�,.���...., , �--... �.u11�,1.1.YY..�ifhil4i�li..Jfl�.� - - :1,:�::�iL9.. •�,1,►,•,l - .�-:�;,:�1 :. i FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 512 5 SCORED STUCCO BANDS T.O.P. _ _ HDR. EXTERIOR PLASTER 1/2 33 H ON FRAME 100 SCORED STUCCO N BANDS 67 SCORED STUCCO FLASHING 25 SH \ \ 25 SH BANDS 12 - ------_2nd_FIN. FLR. T.O.M.- - — — — — — — — — — — — — — — A" _________ _ T.O.M. @ GAR. ' CJ % WEEP / ENTRY HDR. HGT. SCORED a a aF= F o a a TEXTURED STUCCO v U CE I o 00 BANDS FINISHISH ONON CMUMU o 00 SCORED co STUCCO 'D N � N BANDS Y 3068 16070 OVERHEAD DOOR FRONT ELEVATION - B. SCALE: 1/4" = V-0" FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT MANUFACTURER SPECIFICATIONS 12 12 5 5 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" ----------------------------------T.OP -------------------------------------------------------------------------------- ------------------------------------HDR_ EXTERIOR PLASTER ON CJ CJ FRAME 25 SH — --------------------- — — — — — — — FLASHIN—G— — — -----------------------— — — — — — — — — — — — TEXTURED CEMENTITIOUS FINISH ON CMU ------L- CJ / WEEP 25 SH 35 SH 2NDF —------ ----- --- T —T.O.M. ------------ ------ --- _T.O.M. (a) GAR. /ENTRY _ _ _HDR_ HGT., SCORED STUCCO BANDS -------------------------------------------------------------------------I--------V—J----------------------I---FIN. FLR. LEFT ELEVATION - B SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I txterior covering I 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. ry c� zti ao � 0 v � W CD C o O L r• o N 'n cp G _ N m -a�i as a .Zpo �, d N C �o Q ; •`�S E �* o O Co �'•. F L� F E g O S ,O f Ir1111iN1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) E O M N COD C' N ���� M M LL of Q W LL L.� LL w o 0 � a Z 'M g W12 0 '0 O °' W OD °' m w IL Z � z° d N OU Z W ❑❑ z z a — a V OLLJ 8 V) c W W Z M M o� � U_ E io g >p �N 9 � U o� Z• U F - U O < <� O U Z Z o E N � <o g a o ww >_ M CJ)C ox i mo oLL a Z C~ � rZ, U a w W p 1w zIQ ax U 3 0 O M O rn m cc 0 L CD M C U T CL U) m N V LO O f� N N N Lo Q � T E l0 T N j 0) N o Z Z E O r a o ¢ o _J JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 2.1 - — - i - - - I—J ,:. _.. - - .L k Ll J. -_ _--� - 4 . _& - -A - i ; - - 1, - y - I L- - j, 1. . , - iL LL__ _ .l �__ - _ ,� .1 e , __ -- 1..,�. .Ali ! iL �i yl It , i 19 ao 00 to LR_ T.O.M. T.O.M. (Cp GAR.i HDR. HGT. FIN. FLR. EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 T.O. HDF ---------------------- -- ------ CJ 1/2 33 SH ------1------------------------------------------------I---2NDFIN. FLR. TEXTURED CEMENTITIOUS FINISH ON CMU CJ / WEEP 35 SH 6068 SGD e REAR ELEVATION — B SCALE: 1/4" = 1'-0" FIN. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 CJ CJ EXTERIOR PLASTER ON FRAME 4' OFFRIDGE VENT 25 SH — — — — — — — — — — —FLASHING — — — — — — — — — — — — — — — — — — — — — �- -- --- ----- - - - -- - --------------------- --- ----- - - - -- - --------------------- CJ / WEEP RIGHT ELEVATION — B SCALE: 1/4" = 1'-0" 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. or trove 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 N N O N t� N I. - od� co W c ✓ O C A V N -- ,a an x =C C= moo.. N -a C N _C Vf- Cr7 � d j'Et G 0 a 3 cm cc 0: = D =E 10 p �LJ 0 t l t l P►Jti: ia� i.'e'.�1t1`i f F C7 R O F E WO\ \\ ��t'fcrtf tl ll>;�t�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Q O N ti N 6,0 r 0 Go dJ 0 U di M LL 'Q N J C -J V W � LL LL a (7 c wa m Zr co 0 W N c0 O W pjO' m Z Co Ln N z d J IL Z N O V U W ❑ ❑ Z c�v M z z i; J — 13 N ;ZM (D 3 0 4-1 -E„ f0 LL, � U — � O W Ly N in U iu LU U c c Q Y • N co o M � W Z a J LLZo m s a U Qi X VWM �o W R 0 U Z O E N t to ws aZ 0:� �v N o `> Z ZZ N 2 w op Z aZ W SC � Z p W aF i= Mill CC) �' � il°d ar chi 3 0 c O M O C rn L° ctf 0 L_ 0) CU '— O U) m N � L.,ci O h N N "' N Q l• E M L N o Z E O m e M a. U _J Q p JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 2.2 Vf11+ I !t Rvr1<II�II PR9.+�11�If+llllh'111111N�1' For J y Ii' nl Ip' IAllll�Il■ 1 IIII I '�!' ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 150A/200A INDOOR PANEL CENTER 7 200 amp 150 amp UNDERGROUND [Dis SERVICE BY POWER CO.—�� INTERSYSTEM BONDING TERMINATION PER NEC 17, 250.94 NEMA1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH o Range o HVAC 200=4/0 in 2" Conduit 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance With the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoketcarbon 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 FiiP 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 CH PB SD CM USB WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 1.5" VTR SWITCH PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4'=1'-0" WP A/C PAD GFI DISC. A — /V ENTRY�P DB & GFI TO I GFI BE ALIGNED — — — — — — — VERTICALLI'� I I 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS X X W W WLU J �O� m �UI=— � O� COACH LIGHTS I/ COACH LIGHTS OR PREWIRE AS \ OR PREWIRE AS PER SPECS \ / PER SPECS FIRST FLOOR ELECTRICAL PLAN-B 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. I I I I I I I I I I I I I I I L----------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -d SECOND FLOOR ELECTRICAL PLAN-B c O " -o := W -o C ce c.� eat O X y V O a� y a c � �o a� 0 N O N N ti 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 F o E a $ to 32 2 - di cr ik LL J LL LL LL d Z —vim M CS a. 2 W :3� & Z; � 0 Z cc ILW W�O'a' to M Z m w d J ,n N VIL O U U = W 00 0 Z N � z v J— d � aE3 tV � z W )(10 O w s N Ly N N 5_ In �— U c L.Lr J r E 8 _ � �Q • U o � C ' Q m � N o W M = � ZM � E gD C � LJ w� go tC C O 00 Z � N i a wg Ww �? CO _, UZ �g 0 " Z � Q� $ Z a0Z C '2 �W W w o W U_ 0 >° O w� zla� ar $ 3 y0 >M � O m c9 CID r O T T Cr U) N on Ln �+-+ O N N CD Q T i►i N 7 c Z W Z N E O E v m c c a 0 a o 'i JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 3 RIM I C I H 11 111 IWIIIli1u1 Illl u. l .d tYll 1i1}I�I�u 1 _ 1I1 #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: -he reinf. bars shall be :ont. around corner by cold ,ending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1 /3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL 0 In H W J O VJ 13'-0" 12--0" if 1'-4" 11'-8" T-5" 5'-2" 3'-5" 2'-6" x 2'-6" x 1'-0" w/ (3) TYP. @ L #5's E.W. PORCH S3 WACPAD w I INDICATES FILLED C ELL I I 0 I w/3000 PSI CONC. GIfOUT FROM FTR. TO BEAM w/ (1) #5 I o I IU ■ I REBAR VERT. ABOVE SLAB. 00 00 5'-10" 6-10" 4" I TYPICAL @ ALL PLACES SHOWN. HOOKED F1 G I I DOWELS w/ 17" EMB DMENT q w/ 25" EXT. ABOVE S B. GRADE 40 STEEL I C.J. HVAC CHA E ■ (------ — — — --- BASED ON II PROVIDE 1 1/2" M 3'-1" IRECESS FOR SGLOCATION D IREFER TO MASONS S3 co SCOPE FOR WIDTH. I I I I ■ I I to III ■ I I o I I I I 10 ib it 0 in 1 c in T 2'-6" x 2'-6" x 1'-0" w/ (3) #5's E.W. ■ ■ NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 0 F- Q — L -J] ?; ( ss r TYP. @ I °' e TWO 00 3Y2' MIN. 3000psi CONC. 3'-8Y8' ( 4'_1• STORY SLAB FOR HERNANDO COUNTY ONLY. 3Y2" MIN 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III d VAPOR BARRIER I� TYP GG I I— S3 — — — C.J. — N ■ L — — — — — — I I PLUMBING GG I STACK C.J. _ _ S3 2'-6" x 2'-6" x T-0" � 13'-1" 1'-0" w/ (3) STUB UP #5's E.W. I I —LL I TO 2ND FLOOR — — — — — L l,_ --JFOR A/C A I .r.r.l.r.r.r.l.l.r.r.r.r.r.r.r K �3 1/2" C S3 S3 17?-9" tt PROVIDE 1/2" X 9 ■ I 1/2" RECESS FOR �-4"WFRONT DOOR TOP OF CONC.I PAVER TO oO I BE 4"BELOW FIN. FLR. r M -- ■ co L S3 I TYP. @ ■ ENTRY w a T-8" 0 F ■ V-8" 0 J (2) #5 VERTS w/in S3 FILLED CELL d I I = w� �0W U- ° REJ J 0z I ;0m �a o. o U � >- w > W I ■ I I I c I I (2) #5 VERTS Win I HB FILLED CELL 16--0" V-8" 19'-4" UN 4 SINGLE STORY 0 0 N co 0 v m MONOLITHIC FOUNDATION-B SCALE: 4"=V-0" a+� C%d •'" t3 -o n�o ,N- c O r. dt d CU g N O_ c � ' �o a 0 '00111111111"1j11t, WIV �g0 �'.e•NSF ''•• `WO 5 :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. a E $ v S Q ao ror M inrr ac � M v � LL Q J U LL W W n = c rn o a C i O <°n2pjO' m Z a COz Q J IL ILW zN OU W 00 o N M U) CAW CR o a V 0 W 8 In C �N w x8 N o CD Cl) o J IL go Qo z® O E t1 H -i 5 xo U W a V d� OZ Z N c Wox� a W z WM rp o �� 0 gLL zCOc zs o�$ W Q S � 3 W 1 �o a N W 1k O aLL a �� 5 83 0 = co rn B C9 CID r O T T m N +.+ V) _ Q � N 0 O N Lo C,4 Q r W rn 3 _ I N I� 0 Z z E O N C a U -j Q p 3 JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 5 Prw�illll�R*�711� TYP. @ 1 CORNERS p2 0 cc O M 13'-0" 2 FT3GE D2 12'-0" N 0 A @ 24" O.C. MIN. 0 S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE CE tz 129 CE FT7G FT6 1 L1 0 04 TYP. 1 IOi LO tz BRa. wAL 0 0 r FT8G FT11 U- FT13GE BRG. WALL CE 25 J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL A TYP. U.N.O. 00 , T 35 _)(2) FT9 22 CJ3B CJ1B 9 7D1 vii _ F G3 OIF m m .— Cl) U U W A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DE6. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r a=4ft HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99�T— ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): \ O ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD64 1 I Q�/ ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I Q I 0 I SHINGLE: 7/6" E:XP. 1 (24/16) or 1V32" EXP. 1 Vie) I I I i i I TILE: 1%2" EXP. 1 16) I I r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS I I I I J L r r �+ N. 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/a" 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. 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO-' '—ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" MAX LSTA30 EACH SIDE TRUSSES —/ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" = 1'-0" 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 1 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 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 21/2" 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 l/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F I 3500-M 3240-F w/ 2) 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) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 1 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/ 318" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS Fq (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 11 SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN-B SCALE: Y4"=1'-0" C" H �..✓1 d -co N. 0 4J O ca c m K c 6L_ = ra o •N � O is Q y N ]L d M is d ao ru a •� u m y A G c E � o a u ,... *,* it,. Uj _ A b 1 0 V To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a vE 00 M 8 v 0 N p cb :? C?ie (ii d) fn NC� M LL 22ZsS Q 13 ychv LL L -1 5 W JLLLL S Q. —v i Z i .0 rm O G O §4 m C14 O 0 2 r-- m ILW Ln M Z d Z N OU W ❑❑ c� C z OD z n da J . ^ v I N Z C1 O u a--u cn LU OU0 W 8 V) Ly N � � n U LLr J Q c CO a N o w Z J Ll o tiz w0� o0zQ � a Fz U of _ Oo U &� Q o o� z o Mz �w '- to co C:N g F O gLL z J a`i7ii � T o � �g 'a ° =G W U aLL �3 o w a alo O CDa� zlaT� 3 0 C O 2 M 0 01 m 'm V L CO '_ O Y T a. o N F— m � L O -10 04 O N N L0 Q T ci Al TT S V/ N rri h o Z m Z E 0 n E 8 a o JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 6.1 (2) TYP. 29' -011 OVERHANGS OVERHANGS I 5'_811 19'-411 RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. BIND SPEED (ULTIMATE) AND SPEED (ALLOWABLE) XPOSURE CATEGORY 140.0 MPH 108.4 MPH C 11 F,.. CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 bE1875 WIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10621 HIP -35.94 49.57 -49.57 -49.57 V'Lf�1 GABLE -38.22 -38.22 -60.99 -60.99 1 1 -60.99 -78.58 —T-- --T— ROOF NAILING SCHEDULE/ NAILING ZONES SHINGLE AND TILE): k a ( I \� �" �� 1 ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD I `� �� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I 1 ( I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 ®I I 71 I I I ROOF SHEATHING: 3 2� ( i SHINGLE: Y16" EXP. 1 (24A6) or 1%2" EXP. 1 l //6) I I I TILE: '%2" EXP. 1 0346) j I r I 1 NOTE: I J-- I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS �� � Is �+ 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED r WITH ASTM F1667 RSRS-03 I Od (2'/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 'I`"'�` �` '�` ft 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 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4.12]-[12.12] W/ BLOCKING PER NAILING SCHEDULE. (2)META12 (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 --- wl (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26)10dxl-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 W 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/(16)1/4 " x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** -- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 — (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1 /4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od x (1) 518" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY I V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3 1 D INK R LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS& (14) 1/4" x 2 1/4" TITENS (( PLY) OR (28)16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 1 12-10d HCP2 590 1 55 12-1 Od x 1 1/2" HHCP2 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 (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN-B_ Ii0 N Cam." c � hN 0 � o a o IV m x �LZa Fj ar co G .G c = xj N a c � N.o a u U. F}RO N '' • Gj ��isf,ROFESSION ,,111I.lilltt����°�� 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 beadng Engineer's signature and seal. �± 0 o 20 di �Nb ik LL Q oLLLL LL W � 103 o_ —vim a �e 2_mt0 iZ W £�cc 82, m 0 W ILZ IL w � NZ - J Cl) Z N O V 0 U W ❑❑ z (14 z � z � a a � U) L I — {Np z p LL N W U 0 LLJ $ N c '® c w � pE L 8 I = U • a 04 w s O ca w Z Q a E mL) t— o 00 z N ra 0� *2 g� Ww 4) L W8 QO xw mf 0 zy N J iN i Z 2C, o� 10 n > 09 aZ mw W oLL �3 o w _ Mj WV z <T4 3 C C:)i 0 >M 0 N Co r O =) T r Q Cr T N I- co LO 04 O N N Lo Q r N o Z E O N C a E U J Q t] J JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 6.2 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AC1530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load • O a e vertlCa load + Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS UV Wiwi Mom o 'o �' r`-Wml �Q= • • • • ,J 1 1' .. W 817441B/1T8F401B/1T 8RF400B/1T 8F321B/1T FORM & GROUT SOLID 4 ••. NW � J �U O #5 BAR CONT. 8F12-16/1T 'V' LINTEL DETAIL SCALE = N.T.S. I; TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY Q W 8 F 16- B/ 1 T U to o tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT MATERIALS cTf precasll'mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT 1)REQ' (t) aD D ILAR ALTERNATE POWERS STEEL LINTEL a #5 REBAR AT TOP ° ° me C.M.U. ° GROUT MIN. (1) REQ'D < 1.1/2" CLEAR ° ° ° 5 REBAR AT BOTTOM OF = in Z - rn ai LINTEL CAVITY L) W Xw -BOTTOM O W CU Z REINFORCING PROVIDED IN LINTEL ¢ C� Zi Z O w ,� ¢ Cr i� REBAR AT BOTTC •5/8"ACTUAL DMINAL WIDTH (VARIES) y ¢ a AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers 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 planidetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 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) Y4"x1 J" TAPCONS OR TITENS 'CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ Y2" EPDXY ANCHOR OR Y2" J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN I I T/VVALL 161, 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" Q 8'-0" LL O 4'-6" LL O 4'-6" LL B MIN. 5'-8" LL O O 13'-0" LL 5'-10" LL (DMIN. 17'-4" LL LINTEL PLAN-B SCALE: Ya"=V-0" N C%j N 00 N o CDW .L.+ = a r, v K 12 y m v cc ..CC Y '" a. .. c � ca c co 0 aC i11i1MMiarrrri,•�i :,,, w�• 0 •" �� S E ' r VL Z_4 S•S ,ON To the best of the Engineers knowledge, information and belief, the sWctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o g 8 o 0 Q � � C') qLL JLLLL' LL W a - a Z r f� tONr_o W y�Oj m w Z IL LL 0 N M Z Z OU 0 W U� Ur cn V Z 5N5� Z 3S Z g � Q U) in N Z i U /r-r'� ('y W � U 0 W U_ Q Q ora c to W Ir■ co g � �o Wo �� o0za a U H Ru oa US Zoe oaL � � 8 1z �a C 2O Z rfi rNir d •<- w g z az W a U w �W ca O CID �w ¢o o� O co O c� N L 0) CO r a. m N LO N a) N N Lo Q � T ui cc 4^ N ^ c z � Q N v cc c m a .. U JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. 7 �z c W 7 �IIa�N I11MlR��l�l�#1�1+1'1 �11�1Ie11N1� rill 1'.11 1 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS, INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS, 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOMEXPOSED 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 f 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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 (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 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 3116", 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. Irrigpation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If roinf II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318,1.5 ncrete overpo and mortar along the foundation perimeter must be removed before exterior soiltreatment. 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 verti I chemical barrier must be installs after construction is complete, including�andscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 $" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE s". 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 T BE YP T O S #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N O N tscs N 0 O W 0 r. o C coC-4 m %G LL d N O i •y � L'V � N di O fp Q " N Y � 3 i d C N GA c E � o a � `o W, J ... 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 Engineers signature and seal. W W E Q lot o 8 Go �_, 00 W co v LL Q C J W V w cILum=N _ o 0 W 0�cn co NZZ OU 0 W E313 U Cn z N C7 z Z n U) V) z v CD € LL Cn � � V O ,�, s V) c d W aim- e t 8 I = U c � � 0 o Z Cl) o Z U_ E =wo � >R �aR cd O ECU w oa aZ Do OV oZ Z-� O N o �g aZ affi w COC o Y N� mo Off Z >� Z J3 o �b �z O� 0 U W a 3 U LLLL �o a �Z r-- � C> �o x CD zla a 3 O > (y) O � m m C7 '- O 6 U T � U)m N LO 04 O I� N 0) C:)Q N Lb � T ui > N c Z Z y E c 0-U o ui JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. SN 4 IL i A ii—li i - I_ .1 - - uail� THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-112" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF • HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR O 1'-0" o o GAS METER qT O o N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCIOJoist 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 1-118" or two 112" 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 112" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —� 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ye" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building 1/16 lode for appropriate details in One 10d box kor--20 areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking t W 3" 110d1 nails m B" n c Provide adequate bearing for each lapped joist. 10d nails SECTION@INT. BRG. WALLBRG. 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 FILL CELL STD. 900 HOOK BOND BEAM SIMPSON MGT w/ (22)10d w NAILS TYP. GIRDER TRUSS STD. 90° CONT. #5 BAR HOOK BAR 1 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D COLUMN AND PLYWOOD FLOOR SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI I Yi MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR - Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. ) Small gap 2" min. 2" max 4 max. /71 �- Clinch nails - when possible f. Tight fit \ 2x4/Plywood/OSB web stiffener , 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location _Series Depth End i Intermediate - - ® BC15000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d - - 64d - 14" 2-8d BCI 6000s®' BCI 6500s® 9-1/2" 11-7/8" 2-8d ' 2-8d 2 8d8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BC160s® 11-7/8" 14" 2-8d 3-8d 2-8d 5-8d 16" 2-8d _ 6-8d BCI90s® --._ - 11-7! " 3-16d 3-16d 14" 5-16d I 5-16d 16" 6-16d _6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — 6�� A 1Yz" ROUND HOLE MAY J BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" 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 %22" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. 5/81 THRU BOLT 2 X B.U.0 SIMPSON MGT wl(22)10d NAILS TYP. TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb 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 0.6 X Joist p depth I o V ,�� e o I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR •• 4 . • FOUNDATION INFO d STEM FOUNDATION I— GRADE REINF. SEE PLAN rv%, k,nrix w rvi, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12/ META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF ° SECOND H10A SIMPSON H10A ° ° ° (WHEN wl (18)10d x 1 1/2" REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 0 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE q d ..d C d dd 'd d . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE 7 d _ G .d d A. ° ev G d a d d dr _ a d SEE FND. PLN. SIZE & REINF. c C- cco 0 0 C W 0-pa O C A �► N 'id W d �( s N 1 y y r=s c i• a3i o a d� a A o a 1.ww,11IN1111i� 9 VE W1� E L. S10� 1'11111111111 o���,\ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. O rV 'o Ci J �J LL W I�� V _9 - u- W a 11 0 Z m °� a ta$ ZZ2 �' j fpN� O W on m coZ LL I� N VZ OU W pp Z N z z Q a to z O's N f13 w � a V 0,,, to c :? Cfl M M � w LJL rd O E N iv a° Fz g >� zo 0� � ox MU-i H aE W1 bwZ� N C y mo Oz z - � J �s w°°, >Z f ro 5 a �jo a U W a U WLL IW ~3 O co � 1 �Ix o � z�d .l c� 3 O >M C rn m C9 a) L r O T T a. m4-0 N L0 I� C-4 N N Lo Q � T ci mC N r 0 c Z z c H E �, E ui M c a U � Q 16 p J JOB NO : 22-08308 SCALE : AS NOTED SHEET NO. SN 1 111. :L411L_.4ydL,� ►�. L1. Y - . I y -- .1�.►ul.l.lJJ�'f�►r.ar►■�►� ► �: ,. Y. 6L, .L 1. 1 y__- --A-Ij tI L- - I ► u, . i►. 4 ..► �111W" 4� r 4. �. ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 1NSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) i6d TnFNAILB T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 r 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 & c HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 4WWF OR FIBERMESH MOISTURE BARRIER o ° SHINGLE ROOF, SHINGLES TO a . 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) 8„ _i- RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ sXs t1 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .E - • CV °P [ • Z oo ; _ 0 00 6 MIL VAPORCN BARRIER ; D 1 D • • COMP. SOIL. ° T (COMPACTED TO 95% - MODIFIED PROCTOR - ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB —� BLOCK WALL BEYOND 14 O.H.D. RECESS SEE A/S3 OR J/S6 ­'_ILrM_ -L-F4,94 F411T FOR REINF. INFO. 3"MIN. CLEARANCE 1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0 T 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ „ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. ABOVE) 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" „a „„ „ @ IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT 24 O.C. W/ IF NOTED, THIS REFERS TO THE T`x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2 ATTACHMENTS —� 2" WWF OR FIBERMESH y - ELEV.4-3 1/2" z �31/2" MIN. �31/2" MIN. 4 2x4 CONT. v A.F.F. o ° r / e o o ° °' 1/2"(min.)-4" 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) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH 1/2"(min.)- 4" Y GARAGE DEPTH VARIES 31/2"0tn. -4' 31/2"(min.)74"H_ - TYErl V 2 #5 CONT. „ „ x 2 #5 CONT. 181, rn -1 GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL rc TYPICAL BEARING WALL @STEP CC S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS C14 r- 2x P.T. PLATE TYP ASSUMED FINISHED GRADE Z MONO OR STEMWALL FOOTING MONO SHOWN - FOR CLARITY - - - iI _ z NOTE: 1=I _III "FOR BEARING WALL -i W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH r4"­\ v °00 ° , v SCALE:3/4"=1'-0" S3 zllrll.=1L�11cp T _ � MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 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 -\EGSSG PGS'JP� SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o ��N40o s 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 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] #5 REINFORCING /l FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi o • FINISH GRADE °O 25"MIN. LAP 30"MIN. LAP][GRADE 60 MIN. Fy= 60ksiJ a. [ AL I 6 MIL VAPOR BARRIER > ° - - - °Q °. #5 REINFORCING BAR R 1 7/8"-� • ° #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM = D1557) -r -- - - 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM — •:' ': ¢ INTERIOR A. a -31 /2" A ` , . • v CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m e oo M 6 MIL VAPOR -_ BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE 72-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. --INSULATION PER CHART ON FLOOR PLAN �CONT. BEAD SEALANT E 6x6fflAxWlA N WWF OR FIBERMESH Cl) ° v _ S3 •' Jim •1 •• NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE w p U °. Cn a. - - a• 5 LU — n ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR " TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLANOF (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 8 7116' O.S.B. COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE C > a J SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE o LU LU CONNECTION INFO. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM1 TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN EE W/ MIN. (2) #5 VERTICALS w FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) W fn BRICK PAVERS or B PER i " / COMMUNITY SPECS 0-0 FIN. ,jk IV (2) #5 CONT. ON 3" CHAIRS Ar 8" 1'4" (TYP.) 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 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ill"Effli )1RE1111 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'l S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1 A S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 -� l ' g" I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -. EXTEND FILL CELLS S TO FOUNDATION PAD E !6 CONT. FOOTING STEEL MAT REINFORCING. r ' e0 GRAD _. Cl) LU C7 4• Z�W� -I _ W H d W H_ z O = • • • Z a LL FOOTING -' �_=1!I I�-III l i ii lip III---I_I U --1, I- =_I_I = ! -1 I I BEYOND PAD REINFORCEMENT '- I' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 N N cc o N +- =o ' W V Y O C3 J aR O C AC.�N -o U_ x N f0 O i y m 0 d d � y i 05 C E G. v I tid�,y114111111� ' �90W •� • _ 6 .• 1. FLOC .'tl/1t114111►����� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a o �$ 6=N, LoF Co zo a N ~O L. 2 LL y M J , a u. �UiU_ a w 0 _ se Z M m 0' a c g— 5 i� > N Co O W 0 r-� o W ��pjO0 . w G LL Z ,°no Cl)Z a J LL 04 OU Z W ❑❑ z � 8 Q J z U` € U. W Q A U O 04 N rs W� s°n w M M � O Z E 62 Qcti CL O H• 6 Qi 0 a� io oa SOU °z ZCL E N � �� iW d i ao J m� tz OY O Ott z `sW O o U a W CD �g mi co 5 $3 12 O d' c� M T Q C u T 1�i. '^ VJ o m LO + It 04 O N Lo CV Q ^ ,— ti lEil N M t/l c Z Z E O U E w a U Q p JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. S3 (MONO) x LLJ 0 m N S 0 0 J 0 E UT 3 Q 0 i E 0 C i fi O �I i L a z U) t Y 0 v LZ N S a N r` 0 a CS (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY EVENL „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" x BLOCKING @ EACH END W/ 10d @ " O.C. FROM EACH HEADER FACE O BLOCKING WT4" (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. 14 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 i 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 SPi w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 ,) 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■I�!�II�I�I�I�I�!'�I�■ .. .. �■ill 1�1■■ MEN ■_ ■_'�_�_' III N ES: 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL w MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE r %. 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. , SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK s . POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �pAo'� 'Y 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 -(t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. OU.N.O. SIMPSONHTT4 TYP. A/410 SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL(O"Q SCALE: N.T.S. Sl.� 3E SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP.) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD \� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER TRUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS BLOCKING W/ 2-16d TOE NAILS @EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD v 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 HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE - NAILS TOTAL) EA. SIDE OF 48„SPLICE STAGGERED @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO YOP 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 �7 SIMPSON Q SIMPSON SP4 SP2 INTO TRANSOM TRANSOM FRAMING FRAMING 2X P.T. SEE SECTION J/SS PLATE AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON Ir SIMPSON SP4 SP4 SIMPSON SP4 SIMPSON SPi SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) > (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE r 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" 7' BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. / STAGGERED STAGGERED TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" - L 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" Izo (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2X8 WALL) o SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 4. 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) o PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR� REV. 06.24.22 SCALE: N.T.S. N N 0 N co N #— o V W i = G ao N N 4= >.- 4 d 0 m N .cc j[ d � y osa d Zj W � co a O d J i' 4 ; " ,�, Co WN tv •% , v ;• 4, o C-1 0 r •ctu N -' ••'•• Flo •'• �. 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 o S IH V Co N Lo 0 0 M LL a =_j LL W JLLLL o Z °' o a CN G O W co ?' °. m Z 'N Z G tL N a OU 0 Z W 1313 (D R Z Ng t� Z a'is t0 z ^ � � Q a - N v) z0o u- a-+ N (Q w U � a 0_,Ul 0 ,.. g Ly N L L! J E = m U c Q 0 Ol � C',co o W M =0 0 Z u- E :o iz 0 �0 ? Z• Oa ►`O � ¢a _ ° U Qa 0x z C O C N (p H °d w Uzi • ra Cn C C I U n o � o o� Z z co J 2{ wm O W fZ S g� U a Mw oLL O <, W rcp � I w� 0zFi 03 c C)C >co 0 o) 0 0) \�/ r O r Cr U) m N � S') I C) (� N N N tl) Q � T m vi n Z Z = E a`�i E ?3 m c m a U _j :� 0 JOB NO : 22-08308 SCALE : AS NOTED SHEET NO. S4 I■�IIWII�iI� �l-:.�_ �1ua', IuL.1�L' . Wld ! W■11u�u uuYYi.Wi�llll,ll�l� �i1W 6 tom, .. � �, � , , ,. � ,l�r<. d.i.11�14Y�uW>il■lillu� � . ; I 1 mil__ _��1 ,�. � I , Il�>1-,:1��11�. lL,u �� �►l;� 1� I�> .� , L ���: ::.�„jl� ..�. .:.__ -- _ :� . .;.�1 I,L4 ._ _.� ;��._. .. SIMPSON HGAM11 W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [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—\ 45" ± 2x4 CROSS BRACE \ APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (3) 10d & (2)1 Old TOE NAILS @ EA. END @ 48" O.C. 2x8 P.T. SILL 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER NOTE: IF EMBEDDED STRAP MISSED VERTICAL SECTION 1 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING 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. 2x4 #2 SYP BLK'G @ 16" O.C. W/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSHI - ON f RAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. hAST 4 BAYS) IF >9" SEE 10/S5 MAX 9"BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 1 Gd NAILS UNSUPPORTED, ( ) SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45.± / SEE STRUCTURAL 37 NOTES AND NAILING SCHEDULE FORYSHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) LENGTH (SEE TABLE) RIDGE FASTENED AT GABLE TRUSS EACH JOINT w/ (3)1 Od & SIMPSON H2.5A w/ (10) 8d FROM LEDGER TO 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. ' BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END IGYPSUM 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 10dX3" @ 3" 0/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) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -112" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1!2 x 8 J BOLT @ 48 O.C. 10dx3" @ 4" 0/C INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4")t1 1/2" SDS SCREWS TO SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT6' INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. MOISTURE BARRIER 1 Odx3" @ 4" O/C L— O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS VERTICAL WEB (24" GABLE WEB SECTION C (mot I O N O.C. MAX) w/ MIN. 4" J G V 1 V K�2 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE RSH ON FRAMING SHEET FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS @ FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d EA. END (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-l" OR 2x FRAME WALL (SEE WALL SHORTER) ''` SECTION FOR SIZE & SPACI,NG) 2x4 PANEL BLOCKING 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE / OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48"O.C. FOR 2x BLOCKING WEEP SCREED „ " 11 THE FIRST (4) ROWS OF TRUSSES 11 2x4 "T" ON TOP OF PANEL _[ ]- REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR E X-BRACING, AND TOPA Cl) " SEE STRUCTURAL CHORD BLOCKING 6 ;0 ;0 NOTES DFORLING INFORMATION SCHEDULE SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES 6 00 2"x4"CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 4t; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF ; O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEAR114G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'41 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5, IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT 7'YA" MIN SFF M/S5 CROSS BRACING DETAIL SCALE: N.T.S. VVI" 1 VVlll \II.V GABLE END BRACING DETAIL 1F4 SEE RSH SCHEDULE FOR ATTACHMENT TOENAIL w/ -� �ZX4 #2 SYP BLK'G @ 16" O.C. (2)16d NAILS (2)10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, 8d @ 6"0/C IF >9" SEE 1O/S5 r-WOOD TRUSSES L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2x4 "T" ON TOP OF PANEL) I LL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S`CJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 BLOCKING 2x4 T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"O/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 20'-0" MAX 20'-0" MAX BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 17 z w BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM _ MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2°x6" (U.N.O.} L BRACE 24" 0'0" - T-O" Y-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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) `—IiVIVI. CCHFSIIVU -----� - ---- GABLE END BRACING DETAIL SCALE:34'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 10 L 1111111111, jhq' 111�. 1 �liiaiiii�immmm NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2)'7" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL l 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 N •� � d CD o ci a cn = ". �ccoIn.� 4 N �: Y das W_ cz �0" 3 � CP tea•" e. 0 e. Cj ,•��0 •t•C. J><• � 7 • E L 10 ....... C_ Ssjo't'r���`� ra�IIt14 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 - Resldential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E a s B V N '-W Lo 0 :L- 00 M �3-,r� # M rNi v � LL Q C 'I LL W LL Ju a Z m C 4 0 7 hoc W ymrnm 2 W Z ¢ rJ J I� IL 13N OU U W Z W z J N V) z +-j LU � V OLU g (n C N w = e 8 xI 8" _ . 40 a MZ C"), W vcF E zo oo z aR a E Z® o a ro O E �< ao W0 � 0 az a= z ro L < 2 ¢o w Z � J w C =o y �� m`a Oz zF z _ C%) J N a °m° Q W E Z $ a W (j �o Z NW rK m� z� O u a L_ -0 0 `o = >M O m W L Co O m N } � U') O N N N Q � r ui f0 C`V C tN c z z E O E C a U JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. S5 L ll.l .L _L. I 1 L,:,. i �uurrt:alllll�L,L.lim� _. a la t.Y& - w . _ . s . ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 i 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)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN ♦,! 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.( BASEBOARD MIN: 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER "r MUNICIPALITY N � I Cl) 6x6 W1.4xW1.4 �_ WWF OR FIBERMESH _ �TIL I 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 - [RSH] - 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 UJ O= 097/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD Ljj �w LAYER 1/8" THICK. —INSULATION PER CHART ON FLOOR PLAN rB R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) eM v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL U) LU AT GARAGE CONTRACTOR s N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :[NISH GRADE 00 3 # 5 REBAR ON 3" CHAIR r rt 1L! Lam, I I1=� -STD. 90'HOOK () (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1.4. TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1 /2" TO BAND JOIST AT EA. STUD e /2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W/ O.C. iOR TRUSS/JOIST 2x STUDS @ 1 2"x BOT. PLAT[ (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS' 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 INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK s 15/32" OSB r EXPOSUREI SHEATHING ME PROVIDE x BLOCKING AS REQUIRED PER 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 EXPOSURE F F SHEATHING w x SOLID 2x W C BLOCKING tM ALL j C SHEATHING 0 EDGES (SEE OPENING SECTION X-X a C x14 tw x E � 2x STUDS w BEYOND. rA SEE PLAN o O rn �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM uIAt r ri r%/A'rl^kl nrAnnARA A FLOOR CONNECTION g S6 MASONRY 1ST FLR. SEE J/S6 S6 3/B SPACING @ SCALE: 3/4 -1-0 FOR ADDITIONAL INFORMATION. S 314„ 1/2"- SINGLE NAIL EDGE SPACING 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. CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS OD SEE FRAMING WEEP SCREED a cz '� PLAN ' . ' INSTALLED PER MANUF. T L 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 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. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH IF d. - a. :. ♦ A ; I8'. V-8" I r 8" CHAT RANCEM N. INTERIOR 2—STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. S \ r-112" I. S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X 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.) F-rTF \ �Fti�AR�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye'. a.. l _ OA NAIL AT BASE 2 ROWS @ 4" O.C. wl Sd COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL x U.Z @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ Bd COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL w LL FF-- O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > O y w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a Mt-00W y 0 ~ m U'@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 ~ MEMBER IF GABLE END U. NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR i4i 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 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTALL @ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH C A d • " E 4' .: �y .. I A''. -III-I � I -III I I • .. • .. ; • : A. IIIIIIIIIIIIII11';". M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'-4' (1 2 1 2 (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 0? T IIII;,1 4 (3) # 5 REBAR ON 3" CHAIR ---14-1 1 1'-8" 1 W/3" MIN, CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 OD c fv r: O o a o a O � G.� M v m +% a u-0- N cc O a- �y y y O iO m E r c 3 m o u nr c c� ra y rS c 4v o va brJ 161 c� Q� '1141l111111 NS To the best of the Engineers knowledge, infonnaWn and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F 4 E o g E Lo 0 di U) 12 2 M V LL J LL LL LL a Z W — — a, a Y LFg W 0 m W Z IL cR�O�j61 w OD Ci if) Cl) Z a Z N OU 00 W ❑❑ c� R Z N cn z � 8 J a Z o �-1 v .0 LU 0 �O 8 N � � N U 4i 1 E g 00'. ¢ 0, CN t o w M fh y 0 z a U_ E wo s° >� =o 8 H f0 z ¢zO 50 oa w 0 D$ Z C7 E � M ¢a ao z OK a it i' <$ w� m ra C , 1.J .0 O O, Z [9 g zo o a $� az �w W aLL A Oa O N Z C- H O x III GO V- ow z ¢ a O� 3 0 c O j � O rn c� L Co r O :3 r r a m N 4.j U O .p N LS') CV Q N r r ^ Z Z o E O E N N N D- 0 °� a o JOB NO : 22-08308 SCALE : AS NOTED SHEET NO. S6 (MONO) I � I I� n I �I � R 1'r• 11 1 I111 I n ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING JOIST STRINGER MUST MAKE FI CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL DOES NOT BEAR IN D 1 WALL GLUED TO It 2x8 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING x8 SYP D 2x4 PT NOTC INTO STRINGER H D —2x8 BLOCKING FOR STRAP 2x8 SYP L-1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD - PLAN VIEW SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x8 SYP 10 2x SYP CUT TO FIT BEARS IN WALL -------2x12 SYP BEARS IN WALL —2x6 SYP B� 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" AND J" GAP TOP AND BOTTOM, GLUED AND -- NAILED TO STRINGER ////X/ 2x4 BEHIND RISER BLOCKING FOR ix4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP i 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 7777 2x4 SYP BLOCKING /2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / AT STRINGER CONTACT POINTS \ x 1 1/2" NAILS) / SECTION VIEW "A" SECTION VIEW "B" STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL - DOES NOT BEAR IN WALL SCALE: 1" = T-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER �9 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C ROVIDE MOISTURE PROTECTION L2ATTACH ALL COMPONENTS STAIR TO CONC. W/ J" X TAPCONS @ MAX. 32" O.C. ATTACH ALL COMPONENTS \1x4 GLUED AND OF STAIR TO CONC. W/ J" X NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. / G-1y TOP OF STRINGER SECTION VIEW "C" SCALE: 1" = T-0" 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO 2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR 2x8 SYP DRYWALL STOP PROVIDE MUST NOT TOUCH BLOCKING STRINGERS R E ❑ 2x4 BLOCKING FOR 2x12 SIMPSON A35 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH OR NEWEL POST STRINGER_", TRINGER TO ANCHOR TO. 2x4 SYP BLOCKING (2) LAYER J" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) FOR STRAP OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND FROM JOIST TO JOIST. USE 2x4 PT NOTCHED INTO STRINGER (SIMPSON14)10d MTS12 w/ AT 1 ATTACHED LVL 2 X 12 BLOCKS, GLUED AND FLOOR NAILED TO SUPPORT AND NAILED TO FLOOR WITH GLU NAILS) S) x 1 1!2" W/ SIMPSON H3 ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES AT STRINGER CONTACT POINTS NAILS) @ 6" O.C. TOP, BOTTOM \ AND VERT. NEWEL POST SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL r94 x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0' ER )ED &ED 0 SECTION D—D 2x4 SPF NOSING GLUED AND SCALE: 1" = 1'-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING ON DECK MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER H 8 SYP GLUED 2x4 SYP BLOCKING AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 w/ / (14) 14) 10d 10d x 1 1/2" 2x4 DRAFT 2x12 NAILS) STOP TREAD 2x12 TREAD 'A GLUED AND ANDED A NAILED-- i NAILED—\ 2x4 PT NOTCHED INTOMits' STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: J" = 1'-0" DRAFTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT L/GLUED AND NAILED TO STRINGER POINTS FOR DRYWALL SPACING B H SECTION VIEW "E" E SECTION VIEW SCALE: �' = 1'-0" SCALE: 1" = V-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE: �' = 1'-0" BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) H 2 X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS 3 D OR 2X BLOC NG RIS R VARIES ECTI ON VIEW "H" SCALE: 1" = T-0" O 00 N -o W � =s �. 0 N.. O. eA t6 p i~ 'o et: v 3 io u a+ s %= Cl- 0 � w 0 IV SXW To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E C :3 10 ao 0 I° W Urr 0 �cLL LL W Iw JLLLL 1 o. 0 Z l6 C @ C" 0 °i W05 °' m L0 M Z d J N JG OU 0 U) = W 00 0 z N z z � Q a V) z �4 N Ow (N c �, W oi.. ul Q 4� C:,w M M o� Z LL E ' , r� 'aR a o m � a� c x Z o E XU o� az N � ru �S � ZN ate.. C in 'y m 2LL 8 a ° W o� 3 O N Z W 2% U� 1 O >M O rn T m O L 0) Co r O L in N I� N O Lo N Q N � T m � iri I� c Z Z E O E M o JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. ST IIIIIIIIIIIIIiAMiUMMi" -ra �...k _. .�.I �:.., .. 6 dl. l.: IL all _t,.l., - ­1—a- Ii1L1;jj,L jll - - 11 j. _ _ s�: �_._ a..tJ.W �.L�:L i� x�l��c1.11 2X8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 112" DRYWALL 2 x 8 45" DIAGONAL — BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFERr2X8 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONAPPROVAL FOR CONN. APPROVAL FORCONN. i ;'%' 1 X4 x4 P.T" , FURRING 2 ROWS 3/16" x 3-1/2FURRING '� 1 x4 3-1/4" LONG X 3/16t�. �jj . FURRING TAPCONS LONG ( )TAPCON @ 16" O.C. &TAPCON. INTO STAGGERED @ 16"BLOCK@ SPACING „ 1x8 P.T. FROM EACH END w/ M. O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2 EDGE DIST. ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL 3/16" x 3 -1/2" DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. '''�/; ; 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. , r x 3-1 /2" TAPCON @ 16° 1 x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. n�ToIl BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX N SOLID BLKG. AT TOP BTWN. I ARCH BLKG. & BUCK —� 2'-0" 8d NAILS AT 8" O.C. AT BUCK (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4)10d NAILS INTO 2 x 8 BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR( 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)1 Od NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS 2 x 8 BUCK - CONNECT TO BLOCK SECTION A -A 8" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. �1/4" MAX EMBEDMENT INTO K.) 1t 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK I 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT, BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/i6" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS 1/4" x 31/4" TAPCONS LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX, $ #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS 777 // , NOTCH WEB AT #5" FIRST 2 COURSI ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY—J TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 00, 10 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFOD ING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKE1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3"COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °' THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o ° p' e REINFORCING AS FOLLOWS: — * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT — T * PRESS PANEL REINFORCING INTO PLACE. 6 MIN. LAP SPLICE W/ n e * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL _ SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE ° FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D e G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i%j " REMAIN FREE OF MORTAR. _ z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS _<� SEE GLASS BLOCK INSTALLATION NOTES. T g 00 ; TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME ° ° SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 RE BAR. (1-STORY) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WITH MORTAR.) 16 MIN. 3) #5 REBAR. (2-STORY " (1-STORY) ( Y) ) WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. �— FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS )R THE :S #5 REBAR (TYP,) ' z STD. 90° HOOK (TYP.) @ FIRST COURSE FILLED CELL INSTALLATION H SCALE: N.T.S. SS SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE • ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > 1'-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ?x + �F�OTy + + ' + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL —� SCHED. PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS REQUIRED TO + + SUPPORT SOFFIT SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18)1Od x 1 GFF .qHFFT f'M ANf1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT P 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: N,I - cc Z O 2 U_ O LU U cn 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD r— ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED r-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT r FOR OVERHANGS BETWEEN OVER 1 1/2" ' CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a"'' '• e OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 11-0" 51-011 INISH FLO • e' #5 BAR �p a 1Orr • ° CENTERED W/ 6 e .:' e ie► IN TOP q 9FIr "X= "z?e d KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN --I AND SECTION DETAILS - CLEAN FILL .► • e DIRT Z �• ° STANDARD 4 #5 BAR IN s 90' HOOK N FILLED CELL, , .N STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" =1'-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"4" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. .1t 00 0 cw d C� o_L A 0 ar— o A m o- �o s; d � T '> a�a °) w m � d a 0- c ) 0 l l EiOIOPIf�� ��l,,�ttttltt ow :• . ' • . `/ %• CJ"t v N -`'zi Ntai ¢� �> OrESSi0 \\ �' •yt tIItI,itWO To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W It O M N N O� 0 a)' °° � ��� to04 M 0 k LL J a LL @uiLL- a Z — o s u '° y 0 02r- T Z M `n0 Z d J J 1- LL LLW N OL) Z W ❑❑ O Z N z J — V, O o Z 8 LL a)�? N fO W U � a 0- 0 w s tN Of V) ® 11J J ;s 8 _ 10 D Q ao. ,.. E OCco oO wi �9 �® oa v QQ� o w 0U F- (6 E X U a0 orx ` Z N i o as w� w� ,d __ C Z QY mp ZLL W Z Vy! J a Q N 8 O W W U 31 LL N Zw W F AID V V V zla a= 0 3 C O = >M O 4tm rn c9 C T Q � r CL 0 N N Q O 04 N O Lo N Q T E m N 0) 6i o Z z E O -0E .a :3 a U � ¢ a c � JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. SS IM11"0I1" W 42 0 i m N C9 S 0 0 J co 0 I Cr 0 3 C a N N 0 E H co E O 0 i v i 'o i U a z N 0 i 0 J CD CL S i Q rR CROSS BRACING DETAIL (TYP.)rl SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 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 BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----L-WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. -PORCH SLAB SEE FOUNDATION PLAN 4" 11-411 EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT8'-0" MAX WOOD TRUSS T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP W- — 14'�[\' z to v PORCH SLAB SEE 04 a FOUNDATION PLAN w Rr (2) #5's CONT. T&B :.,, •. �. w/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH '- EXCEEDS 30" z LOWER OR GARAGE SLAB V-4„ SEE PLAN LARGE STEP DOWN 1 � SCALE: N.T.S. SCALE: N.T.S. LK 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 SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN I EXTEND _ SLAB 1 1/2" 4�� (2) #5's CONT. T&B w/ - #3 STIRRUPS AT 4'-0" WHEN DEPTH PORCH SLAB SEE 7 FOUNDATION PLAN EXCEEDS 30" t •. - N z D 1'4' 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY O MASONRY z O w J w w w INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON I ' REQ'D @ MID I ( I ASONRY AB VE T. TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLEDAk MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAY - _ Vo < PORCH SLAB SEE Ak SLAB FOUNDATION PLAN LEVEL (2) #5's CONT T&B w/ = z CONTRACTOR TO INSTALL SEE CUT - • ° MIN 3" x 3" WEEP HOLE SECTION FOR #3 STIRRUPS AT 4 -0 MORE INFO WHEN DEPTH ALONG w/ PITCHING SLAB EXCEEDS 30" 1_4 TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLr16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 'IMPSON HUC410 w/ (14) 6d INTO HEADER & (6) Od INTO BEAM - SEE (OOF PLAN FOR MORE VFO SEE FLOOR PLAN FOR r-- TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" SEE PLAN FOR CANT. 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 INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & CONNECTION INFO. 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22%N� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT 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 P OFWAM SEE PLAN FOR CANT. IF INDICATED CORNER G SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 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. r. 1 ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF s SCALE. 1/2 - 1 -0 Y2' CDX PLYWOOD OR Y/s' O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES — SCALE: N.T.S. BM. SPLICE OVER CL CENTER OF POST SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. a MIDDLE GARAGE OR LOWER SLAB SEE PLAN COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. MIN. (2) 2x8 #2 SYP HEADER. SEE Q/S4 FOR REQ'D CONNECTIONS I 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ %" EPDXY ANCHOR OR J-BOLT OR Y2 TITEN HD 2 ANCHOR @ 24" O.C. W/ • MIN. 6" EMBEDMENT 4.�^4' a : . •' ° ° •' MAIN HOUSE SLAB .'w . d4. (2) #5's CONT. T&B ° w/ #3 STIRRUPS AT a e d -04'" WHEN DEPTH a . ` d EXCEEDS 30" r'.• • e.._a. a ° V-4" SECTION GARAGE MONO 21 SCALE: N.T.S. N N co c%4 Q C W Ito aR C-1 o m x . .r �u.a •y d C cc 4 N d dog rx- 11 cv �y c© � � T 'n �- o d u ��s�\````�Rollrr�r�����01'4" '��' - U O�O�F ,f �. ........ ��•�''!f/rrll IIt6'1������� To the best of the Engineer's knowledge, informaton 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. g o 8$ 0(a e Q] N (ii 0 -NO ' # LL 0Mv r J LL W LL W v' Z [1 to LL — p Y r- 0 50 W o2�� �� IL W 2 m w ZN O U � y W 00 Z N � z z Q z Co. v0 Q) 4-, LU V (D � O w s N c m �N F- V7 w F- L O x O Q —0 sm co M w zM r= Q- E EE U 0 2� ;¢ O 2N �o �® • ��- 6W R ° U W O °% z o N i �� o Sao wZ ate+ coC C y o m� I ° iz Z > Z F z 3 IL 0.° U �w Wz C.)¢¢� j N F O� w° Y 1 0 >i IT ii 24 O° L = o x 0 °' M T c� CID '— O T T '^ U v, m LO O I� '� N N N Q � T ai N � j (V y (� c Z Z E o E m 2 to c0 _j ¢ cc JOB NO: 22-08308 SCALE: AS NOTED SHEET NO. D1 (MONO) !'IIt>II11�A _ 11r r~ �' RBI R11�+1 }� ■ +�- �� r+�lt �'� IhA11'm''�1RI�R — — — — — — — — — — — — — — — —1 (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). SEE FOR 2 BLOCKING DETAILS FLOOR SYSTEM SEE PLAN EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS—� G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16'1 VERIFY W/ PLAN 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. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O 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 (2) 2x HEADER SEE PLAN 0 LLJ 2 x 4 #2 SPF STUDS E MA i 1 O.C.U.N.O. nI Ir-TYP 6" P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END r!. A TOP PLATES LENGTH ON STUDS W/ (11) 10d ' '.j NAILS TO STUDS ABOVE & (11) 10d . NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS G 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 FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP 22) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS 'r AND MULTIPLE STUD PACKS B INTERIOR HEADER O G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 2x HEADER EXTERIOR HEADERS 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 o:aJ BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE FOUND. PLAN FOR FTG. REQ. OH 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 tj 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 t 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 r9 SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL 0 BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I A 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) 10 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) \ ` 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. 191 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 OVER TOP 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. @ 2nd FLOOR [DOUBLE STRAP] r10 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 SIDE 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 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. - 2x SPF TOP PLATE 12101917-91WN FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. E PLAN FOR CONN. I I NAILING AREA (TYP.) SEE PLAN FOR COL. SIZE I y—(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 2x4 STUDS PER PLAN PROVIDE 2x4 ON —i TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS SCALE: N.T.S. DOUBLE 2x4 TOP PLATE 2 WS10d@ 3 0/ p Xr� N TOP SPLICE (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 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM 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 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF CIPPLE TO HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTSIDE 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.- 2 x CONT. 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. 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 TOP 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 w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER j (IF CRIPPLES ARE LESS THAN 8" f LONG NO STRAPS ARE REQ'D) 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 NAIL (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. 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. 11 cci ao -a: QS "L7 N ' uJ e Q C=l U 0 c m ca N - o�>e cc C7 tam w � 3 d To a4j Co to c .a E �o a 0 0`I Nt���f�'�� 8 P:'•NSE•••• •, '� .\G ON = U \0. •�•••.....••'• q V \ �OFESSION�.\x�\\ ipq I (I I 1 I I11"00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 4 g gs cb �. Fm N m 6 0 i O #J LJi. 4 c LL ...1 W TO 0 0 se Y�o 19O M N G W <°n�4jO' m IL Co Z N OU U W ❑ ❑ c� Z N th z z a _ V) z v O w g V) c d I— C13 t 00 a $� N o W M o Z i LL E i E -° _® aai ❑a OO Z D &� 04 wz <S �z m0 _ =x C., z J 3 ab azZ o W d U oa NW w� �o iY zla o 0 A2O = 12 ce) 0 m 0 CO :) T O v Y T !^ U 1 Z m L N l) N N � Q ci m N N r c z E a; a ci ¢ o JOB NO: 22-08308 SCALE : AS NOTED SHEET NO. D2 W i M N e 8 J 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 T4 WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING i DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as f ' in each detail that corresponds to the numbered items in the list o 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 I SINGLE JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST WEATHER VE BARRIER & tARILY 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 JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) WJ 5Q SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER M.111, 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 WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� \ ; 1 2 SEAL TOPS OF JOISTS UNDER DECKING 8 (SEE DETAIL WP07) SELF -ADHERED FLASHING A" EXTERIOR DOOR WITH DECK DOUBLE JOIST WOOD BEAM BELOW SELF -ADHERED FLASHING O 2 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT SELF-ADHEF SELF -ADHERED FLASHING OUTSIDE CORNER d W a- U) U) W U w W O DOOR ROUGH OPENING 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 NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i = -= �-__7 _ _ 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 RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Y 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over 1, wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER 1 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE LZ INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING --,,",,applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied NDOW (SOW EED TAGED IL WP01 membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with 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 RELEASEDPVEASS SHOWAPER TO N) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the EXTEND A MINIMUM 6" VERTICALLY FROM pptype of sealant. Fluid -applied membranes used as 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 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING m 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/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. -7 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. 71 Water Resistant Barrier 7.7.At built-in putters. PLASTER STOP CONTINUOUS BACKER ROD & SEALANT A :LF-ADHERED FLASHING ETCH HERED FLASHING 51 1 2 4 e 0 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 III 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 TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all ti :v V (DO N o E- d (, > W O o o Qc- o u -Zrpu H A O ►. A N G N d N r d � w y 25 m a3i m r� 2 T rn E o a 0 N O N N r` 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 F o E Q g 8 N � N r� A 0V rnn� di M v rL a TIE LL w a 6 -9u-LL m 'S L 73 O N i W r��On'°' m w LL = Cn = N OU U p W 0 2, 2 z N [h z a J a � m N z w g � V � O W s (Ac V0M U ' w � � E $ I _ Uco Q oCD S� co ,w 9 M M a =o = Z __J U_ ce E ;� i �o a m .0 _® oa rd l� r0 o f u X V as . so � � or XZ Z N ry i aS = w� -z N C C .0 y U mo OLL = Z co_J m a �m Z C C) 0 i M l N ILL' O rn M c� a) r O T T m4-0 N I� a N O N Ln N Q T 0) N 7 c Z N z N E O a E 'a :? U _J Q O JOB NO : 22-08308 SCALE : AS NOTED SHEET NO. WP1 . Writ R 4III _ I�� ^s"��17�R�LRiIINiII• � r11. , T., y��ill_ _ +a"I� rYl�llt+41- 1-? mt C I 1 r i IN -1 i r j 1 Pit •*'M1j'R9I1 Mounting Brackets (10 Gs, 41/2'x 41 t2' x 2-12" satick cuss S♦t• (May be cut to W) Armhoi iWOW- A325Crab. (TyN.) i (1+ AUW) Scrawl NC Unit Sottlam Edge urrirane Strap ! (Typic43 in front) 1t4'astlert T Front Cross Support Self Lxkktu Nuts (Wy be cut to W) Left Bracket'(16 Gauge) If14SeIT-0rIlIngScretM5rnruStakeo6 Back Goss Support "o A/C Una Bottom Side (Typical: 3 each aide for hurricane use) 3yatztli 7aWdlafaua at1WlMdll�e set plra411nt vldt � t�letsA:oc �lr Blorac Male aP°a earylert Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Fria l d l 12r111=1 r89e Enter_a Rik 2111e Data Pendnd JIM 11M ygpion Manuraaura contact Endner&Uransa VelddedBy VAlloload auttletibidd FlICAmmval Approved am ARlmlatim 2020 Smart Vent Products, Inc, Morsel Graham Hermes F. Nar4to P.E. Locke Bowden P.E. 72mar2020 12H6,12020 12,28I2020 Approved Cafagafy: structural Components (677)441.8368 PE•73776 (334)300-180D "COOWW. Products Introduced ass Rasuft of inro@emeAvantcdm New Theme o Cwnpt enro lhod leaEvelaelon Report tom a Florida Registered Mdrh4ct Ora Uaensed Florlde Professional Engine" Ran! wae� ea.r a...hr ter r.m. n orWlM Aacurrw S Aconxiadfw Use Approved 1, HVHZ JigYWe for Use gym know Resident Deakin PQAend i BnwM1Venl Model61540.510 punt Funto Flood end Ventilation Vent 12'312023 Yes Y. NIA .100/-IOO 2 S_dV.M Modal 111540-611 Dual Function Flood and VonHeton Vent 12012023 Y- Yea NIA r10WL/00 3 &radvem Model#1540.520 Insulated Flood Vast 1W12023 Yea Yes NIA •t00f 1DO 4 8manvem Model a1540,521 Insulated Flood g) V 121A2023 Yes Yen NIA 1/00L100 5 lne artVam Modal#1540.524 18aqud; Geroge. Door Flood Vent 12d12021 Ye4 Yes NM WA 6 arra MMadala1540-570 Wood WWlnalated Food Valt 12r172023 Yes Yea NIA •10Rf 100 7 SmarN4m Model a1540.574 14.5&grd: Oainge Goon Flood Vent 12I312023 Yes Yes NM WA Florida Department of Business & Prol"Woreni Regulation Building Codes and Standards Product Approval Application Dail Papa 1 at Inw2D21 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 2 014 1252dn 6= Eg310LgD g J0 Daft Paradise1 TyLga Version Menuracturar rora Ee ar& LkanVaddatad By Co M Validated StubM lfttl' FBO Approval Aooroved Status Revlebn 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Shcm:w O E. Ryan J Km¢ P.E. 04M5rW 17131=20 04222021 061082021 Appraaed Category: Exterior Doors (800) 8457628 PE43409 (813) 76T-8553 Subcategory. Svoriging Eaduor Door Assembles spaperwrrititttrermabu.- Compliance Mansell: E-1-ton Report f.. a m Florkle, Registered Architect or a Licensed Forids. FLOM44SQ6 professional Engineer Produces iiQQt Name Quality j Assurance dpprolaed farLlea Approhwd A1= Outside far Use H1VF2 lmpad 21 Sian 1 !!&!Metlel.Numbwor a. Therms-Tru FberClassic and Smooth -Star Nominal S8M9g;8 &quotlnpactli Opaque 121312022 No Yea Yes WA Composite Edge Fiberglass Single Door (InswnglDuN4iwv.�tg9� x oontgurotlon) 2 p. Themn.Tru Flber-Classlc and SmxLh-Star Nominal 5&Jl�l;$8 X1rr1.Ur &* u0t Opaque 121312022 No Yes Yes NIA ComposteEdge Fiberglass Sitile Door with Sdelee(5) 11nowng/Outs Ore; XO, OXor OXO configurations) 3 c. Therms-Tru FiblerClassic and Snadh-Star Nomine188 88,quotlmpastBgWt Opa9lre 12f312022 No Vea Vas WA Composite Edge Fiberglass Double Door W tin or without Sidetites pnsWrglOub«ing: XXor OXXO con iguraaons) 1 4 it. Therrre-Tru Fiber -Classic and Smooth -Star Nominal B&p39;0 8quotlmpact&quat Opaque 12131M022 No Yes Yes WA Composite Edge Fiberglass S'rgle Door (InsWrieOW-Anii; Xconegumtidn) 5 a. ThermaaTru F(ber•Classic and Smocith•Ster Nominal 86R39;O &quotmpact&quot Opaque 12131/= NO Yea Yes WA CompodG Edge Fiberglass Single Door with SkWib.(s) gnaving/WIyW ng; XO. OX or OXO calfigur.tiona) 6 t. Th"me-Tru Fber-Olaedo and SmoolinSbr Nomina188Jgtr08quotlnpact&quot Opaque 12/312022 lab Yea Yes WA Composts Edge Fihaglaee Double Door Vats or without Sidelines (IftwirwOutsw4hg; XXor OXXO configurations) 7 g. TharmaTru Fiber -Classic and Smoott-Star Nornma158IM,5-&quotlrpaot&quot Glazed 12r3lam No Yea Yes WA Composite Edge Fiberglass Si gla Dow (Ine-S70utirei"; X configuration) a h. Thermo-Tru Fiber -Clack and Snndh-Star Mammal 68K39;8 Ilquotin"ct&quot; Glazed 121311A22 No Yea Yes WA Composite Edge Fiberglass Sn91e Door with Wells (5) pnsW rng/Ounsri re; XO; OXor OXO Conflgllrebons) 9 i, Therms-Tru Fiber-Ciassic aran SrnooffiSiar Nominal 86R38;8 &quatlnpadBquok Glazed 12/3121122 No Year Yes WA Compollrb Edge Fiberglass double Door Wth or without Sideltes pnamrWoutsving; )C(or 0)0(0 confyurallons) 10 J. Therma-Tru Fiber -Classic and Smooth -Star Nominal a&AaWO&quotlnpactdquot Glazed 121311= No Yes Yes WA Composite Edge Fiberglass Single Door 'InrWngrOuhwtg; x tnrdgurodon) 11 K Therma-Ten Fiber -Classic and Smooth -Star Nomina188dC3$,D &quotlhewCl&gwt Glazed 121311= No Yes Yes WA Composite Edge Fiberglass Single Door Win Sidelte(s) a ening/odsWhg; XO, OXw OXO configurations) 12 1. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 88AG" Squotlnlpact&quot Glazed 12131/2022 No Yes Yes WA Composite Edge Fiberglass Doubts Door Wth or WMout Sideltes (finawngloubw4rg; X(or OXXO configurations) 13 in Therms-Tru Fiber-Clasabard Smooth -Star Nominal 68di ;S. 8,quot;lnpact6quot; Glazed Molded 126112022 No Yes Yea WA Open Composts EdgaAbegfaes Single Dom pnswirgf0ubwig; corrfigurabon) 14 n. Thorn-&Tru Fiber -Classic and Smooth -Star Nominal BBXN,,8&quotlnpact&gtlg Gilood Molded 1213lf= NO Yes Yea WA Open Composite Edge Flberglase Single Door with Glazed Molded Open Sidefite(s) (InavbaglOubWng; XO, OX or OX0 configurations) 16 o. Therms-Tru Fiber -Classic and Smooth-Stor Nominal S&MA &quotlepact&quot Glazed Molded 121311= No Yes Yes WA Open Composite Edge Flberglwm Double Door Wm or without Glazed Wded Open Sidelines. (Impongoulaongi XX or OXXO owfiguratons) 18 p. Thermo-Tru Fiber -Gast. and Smooth -Star Nominal 85tJSIA,8 &quotimpect&quot Opaque 1213l)= Me Yes Yes WA Composite Edge Fbarglass Sngle Door with :,o ad Open Sidelits(s) pnswing/OubW ng: XO: OX or OXO configurations) 17 q. Thamn-Tru Flber-Clsaeic and Smooth -Star Nominal WW;8 &quotirtpact&quot Opaque 12/31/= No Yee Yee WA Composite Edge Fberghrs Double Door Wth or vethod Glazed Moteed Open Sideltea (InsWrQI0u1swtig;.XX orOXXO owrtguratlone) Florida Department of Business is Professional Regulation Building Codes and Standards Product Approval Application Detail Pape I Or 1 1ra EnM or RAI a" Dips peandino no Am Veralari Manufacturer 1cgga 11aDmEdtd FlICAllaraved Alog@tffi it" Re1ASIOn 2029 PGTlndusalm Jose RosoweN MeM-Cads BCC0-CER MIar'+Oedu SOCO -VAL 11J182020 IDrA 920 1124IZ29 Approved Cuagop. Exterior moors (941) 486.0/g0 (186) 315-2590 9abC.&grrry: Slkrng Exhda Door Assembles JnaowsMapgandusmrxe Compliance, MMod: G.M.U. Merle Or Using rue Anorevadfor Das t®PY3. 2wm product Odivaintion a�R Ieoo-ssTo(lJage.Maalei pad) yr,yl oS in HVHZ t811tid11tilM a NI May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) +67.0/-67.0 psi 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 f 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/--33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16K7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOWERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/812023 PGT Series 5500 FL239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/--55.0 psf 2/16/2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NiA 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofit FL15272.1 - FL15272.2 +75.01-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 MIA 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 MIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 B oral Tile Saxony 900 F L7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 MIA 12/31/2024 M iTek Industries, Inc. Truss Plates F L2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FI-6527.1 - FL6527.5 NIA 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Applicatlon Detail Page n d3 112b2022 r Do !�gJg IM 1_Wn Manufacturer Validated By SL'b med g JS>dRIE ReWsion 2020 Themna-Tru Corporation Stove Jasperson Lyndon F. Schmidt RE Ryan J. Xing, RE 07rQr2020 07112/202D 07/20=0 10r131020 Approved Category. Gideriw Down (800) 843-76A PE-43409 (813) 7g7.8555 SultOMagoly: SWhging Exterior Door Assembles sJaspersonothermalm.co Compliance Modred: Evaluaticn Report from a m Florida Registered Architect a Licensed Florida Praressional Engineer 8-0 !rooted ModM. Nomtmr or Name Product Cheri 1t10e Qarnl;t Eepiradon Data Ac lrelvad Iar Use Aperovad m h far Ilse Outside HVHZ Jmligi Resistant t Preasuea 1 a. Therma•Tru Fiber -Classic and Smooth -Star Nominal 6&AG�8 Miquotimpad&quat Opaque i21312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inawn2lOulaW ng; X configuration) 2 b. Therms-Tru Fiber-Classio and Smooth -Star Nominal 8&M.8 8.quotirn=quct Opaque 12/3112022 Yes Yes Yea WA Composite Ecge FftargIs Single Door Wth Sideltne(s) OnsvAnWOut44rig: XO, OXor OXO conngundroe) a c. Therms-Tru Flwr Clwslc and Smacti-Star Nominal Mil ;8 9quctbnpad6qud; Opaque 12t31r2022 Yes Yes Yes WA Composite Edge Fiberglass Double Dow with or vAlheut Stealaea (IrmMrtg/Otna.Mng; XX or OXXO configurations) 4 d. Therms•Tru Ftber•Classk and Smooth -Star Nominal 88099;0&quct;hmpact&quot Opaque 12131f1022 Yes Yes Yes WA Composite Edge Fiberglass Single Door pn6W rq/OubYring; X configuration) 5 e. Theme-Tru Fibar-Cl ..I. and Srrmth-Star Nominal a&AtWO 8quc1;lmpactnquoe4 Opaque 12/312022 Yea Yes Yea WA Compoena Edga Fii»rglass ginQ�• Door Wth Sidelte(A1 (1rrWngfOabMn9: Jam. OXar OXO configurations) 6 1. Therma•Tru Fiber -Classic and SngdllSter Nominal 88999;0 Mgtotlmpart&quot Opaque 1213112022 Yea Yes Yea WA Gompl>alte Edge Fiberglass Double Dow with or Without Skklinee (Irrewiretusi Mng; XX a =0 configurations) 7 g. Thsma•Tru Fiber.Classic and Smooth -Star Nominal 6&dG9;8 8quatlmpact&quat Glazed 12031rim Yes. Yea Ysa WA Composite Edge Fiberglass Single Door (InslerglOdeWrg; Xconfiguration) 8 h. Thama-Ten Fiber -Classic and Smooth -Sou Nominal 8&S39:B aquotimpad&quot Glazed 12/3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidalte(aj prreWngK)uteWng; �, OXar OXD lenfigurationa) 9 i. Tharma-Tru Fiber -Classic, and Smooth -Stu Nominal tl&V Itcluotimparx&quot; Glazed 12731=22 Yes Yes Yes WA Composite Edge Fiberglass Double Door vati or Wthoxd Sirftlitm (IniaMnWOuraNng; XX or OXXO configurations) 10 j. Thurna-Tru Fiber -Glenda and SmootMSter Nominal Wiftg 8quotlmpaa&quot Glazed 1213121W Yes Vas Yes WA Composite Edge Fiberglass Single Door (incning/Oukving; X configuraEon) 11 k Thermo-Tru FI6er.Clastc and Smooth.SNr Nominal U430;0 &quatlmpad&quct Glazed 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wtr SidNte(s) (IrrW ngiCurawing: )O, OX or OXO configurations) 12 1. Themra-Tru Fiber-C4rssic and Smooth -afar Nominal 8111439;0 Mquot:lmpad&quo% Glazed 12(31)= Yes Yes Yes WA Compaate Edge Fiberglass Double Door with w vatlhout Sidelites (Irommo0ubamrp; XX or OXXIO configurations) 13 m. Themta.Tru Fiber -Classic and Srnoodl-Star N0min2l6&7199;6 8gw41rnp2U&qu0t Opaque 1201t= Yes Yes Yes WA CompositelEoge Fiberglass Single Door Wm &quotMwndmpaa&quot 91dellwit) (InwFrgyOukWrlq; X0, OX orOXO configurations) 14 n. Therms-Tru Flber-Clessic and Srrloolt Sur Nominal 6&ue39;.8 Squot;impaet&quot Operp.e 12J312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door WBn &quotNon-In+paa&qud; Sidelites (InsadnglOWPAng; OXXO configuration) 15 0. Thermo-Tru Fiber -Classic and Smovith-See Nominal M8r;IS8;0 M,quot(mpad&qubt Opaque 12t3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door With &quotNon-Impagt&qua; sidal(ta(s) pnlalingl0utswing;XO, OXor OXO.confqurabone) 18 p.Thermo-Tru Fiber-Clessb and Smooth-Ster Nominal8P11,VQ&quotimpect&quot Opaque 17012022 Yes Yea Yes WA CompositeEdgeFiberglass rouble Door .0 &quotNomimpact&qud; Steadies (I naWng(UdaW ng; OXXO configuration) 17 q. Therma-Tru Fiber-Claleic and SmoothSlar Nominal 6&#M.8 &quotNon4mpad&qu *. Opaque 12J312D22 Yes Y- No WA Campos" Edge Fiberglass Single Door pnsWiglOulsWng; Xconfguration) 18 r. Therme4ru Fiber-Clasale and Smooth -Star Nominal 8&N39:88quotNon-Impart5quot Opaque 121312022 Yss Yes No WA Composite Edge Fiberglass Single Door with Sdene(s1 proWnWOutoWrig; XO, OX or OXO configurations) 19 a Therms-Tru FlwCias Mc, and Smooth Ster Nominal S"%;8 9quotNon4nipad&quct Opaque 12IGIr 2 Yes Yes No WA Composite Edge Fiberglass Double Door wren or Wmout Sldelllas(Inins g/OuhWng; XX or OXXO corMguraeons) 20 t TliemM-Tru Fiber -Classic and &raritlt-far Nominal 8"30,0 &quothion•impied8ouct Opaque IV31 r2M Yes Yes No WA Composite Edge Fiberglass Single Door (InsWrg/Oulswing; X configuration) 21 u. Thenna•Tru Fib" -Classic and Smooth -Star Nominal 8e1118quotNon-Impecl&quot Opaque 121312022 Yea Yes No WA Composite Edge Fibegless Single Door Wth SSdena(s) pnswinp+0ulewing: AD, OX or OXO cmMauratonst 22 v. Theme Tru Fiber -Classic and B...V -Star Nominal BL4tEG:O&gwrtNorr IM-d&quct Opaque 12r3lr= Yes Yes No WA Composite Edge Fiberglass Double Door)Mth or without Sidelites pirenin910utsWng: XX or OXXO configurations) 23 wK Thiarme-Tru FiberChmic and Smooth -Star Nominal 51101M.8 8quotNorr lrrgd&quot Glazed 12131r= Yes Yes No WA Composite Edge Fiberglass Single Dow Vmww"gICut8yAV xoordguration) 24 six Theme-Tru Fiber -Classic and SmocthStar Nominal 819*8 iquothlor hrped&quot Glazed 12f3112022 Yes Yes No WA Composite Fie Fiberglass Single Dow with Sdalka(s).pnswirgfOutaW ng; XO, OX d OXO confguretionaJ 26 y.Theme-Tru Flber-Classic and Smooth -Sur Nominal SlMGg;88quotNon- IrryNd&quat Glazed 12W=22 Yes Yes No WA Composite Edge Fbeglass Double Door Wth or wkhout Sidelines (Inswiing/OudWng; XX or OJO(O configurations) 26 z. Thermo-Tru Fiber-Clasadc and Smoom.Star Nominal g&p3g;0&quotNon in ad&quat Glared 1213I= Yea Yes Me WA Composite Edge Flbugloss Single Door pnswirg/OuWwig; X ocn8guration) 27 za. TNerma-Tru FiberChumic and Smooth -filer Nominal B&M;O&qugtNar Impact&quot Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Sigle Do., with ' Sidelie(a) pneW n%00utaW ng; X0, OX or OXO configurations) 28 Jb. Then a-Tru FberClawic and Smooth-ft, Nominal 80390 &quothlorn Irrpaculquot Glazed 12131r,= Yes Yea No WA Composite Edge FiMrguss Double Odor Win w wthod Sidelines prrevairglOuManng; XXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 a 2 isra 21 .cm Bray cir >aat Boa tgc:.eamillno sat MM vainum RwReactum xwk" sue abm Reason 20S MI Wndows and Does Breen SOW Lots Roberto Lomas Steven M Undr. PE lwarmw 1010e2020 ICA92020 12i`75'2020 ApMo,.ed CMegay: Extinnor Doors (7171385.3300 PE82514 i71T)317.8454 S OCregow.. SIdnO EXNrIa Door Aasemllles bsahgEx�.rea an Conipllance MWtod Evaluation Room Loma Florida, Registered Avdtrect or e Licensed Florida pllt3s3e#stl)udude Prcrenlone le, ter ';': lea r Product DIBCrMo0 oraaay Asturencer Cw.rz a mlrrlOn ode Amoneyed for UIO Approved InHvKZ Oubilds, for Use d18B kApm Rullued Design Erassm 1 SERIE3420ALUMINU1BGO SERIES 420 ALUMINUM SGD OXO 12912024 No Yea No WA 145.31"qudpr801kqud: NON -REINFORCED 2 SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SGD OX XO,XX 12012024 No Yes No WA asaquaty9oawat won -REINFORCED 3 SERIES 420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXD 12?312024 No Y. No WA 1453l4&qudx0e&qua: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM$Go REINFORCED OX 1203112024 No Yes No WA XO. XX9611quaX98&qud: 5 SERIES 42DALUMINUM SGO REINFORCED SERIES 420ALUMINUM SOD REINFORCED x)O( 12131/2024 No Yes No WA 1435quax90&grd, Florida Department of Business & Professional Regulation Building Codes and Standards Prodrxt Approval Application Detail Page 1 a2 1n92DZ1 2e ale 1m ammim m Jkl t Written Manull191fu Valtered Bar V ) FIIC Amrovai Approved �LI. R"" 2020 Wayn60asm, a aviationarovem.0d Door Dwayne Kernhh John a.:SaaMr, Jamey P. Arneson. P.E. 1DAW020 092g2020 10QWa20 12MUM20 Appragd Corporation Mod 783-8121 PE-51737 (904)821-5200 Callow Extanw Door dkomidtBlraym-deltant eWcateaory. S.Worral Exterior Dow Assemb9A am Coeprlanes Edhod: EHuallm Report hem a Flodde Registered Architect a a Ucensed Florida ptdeealend Endue" Arse Model. NLWbK Or Nume Product Description Araaaed fro file A-r> in HVHZ S!>atat.f!'81E .d forIhl kiffla Raidisturat ream 13msmt 3 8000I81DOM20091105 IAM: Max wroth. 1411039: Use Idgst Glazing 1MIM023 No Yea Yea +31,W35.00 available In No or inbrrMate sadk:a. 10 80OW100rMV1123 166e3M: Max Man, 10,030; Max height. Gliaing 12/311A023 No Yes Yea •30.00/-33.90 available In top or intermediate stadddn. it 6000w100/e200401124 1S6a37, Max width. OWS: Mazheghl.Osazing 12/31(M3 Na Yes Yes .3440/-38.30 "able In top Or Intermediate srldio n, Florida Departriertt of Business & Professional Regulation Building Codes and Stiraltards Product Approval Application Detail Paga I a 1 1nr10tl r.2111111 Emery or apt apt Was leandrip atDe mm Y-1- N..ebwm Contact Endner&ucam , XILMMM ymmo own= F9GAMMM ,ogag" man Raw- 2020 Curies Division ofAADS. Inc. Tom Rattry UL LLC Troy satrap. P.E. 121102020 1M 202D 12012020 Approved Ci legory: Exterior Doore 1041) 434.2813 (96) 947-MO "Colo ory: Evader Door Components tan.raaeygawabl y.e. Compliance Method CNtlReatlm Mark a Lieing m wvaud cold. raver r wren 9191gfA�lranct Aoorowelfor use ggrowe for Use b.Darr posim Awls Sffi.L�a SD1�4Eenttllenaia In HVME Outeld, KVNZ ReNdeR Isla 1 907. 70T, Y27, 747. 7517 777, end 54T Sa1Dle and Peas or Flush. GYaad. and Louvered single and pairs or 12012025 Tee Yes Yea WA Door$ hallow metal doors. Florida Dells rintent of Business & Professional Regulation Fapoi a2 Bu Nng Codes and Standards l r q=l Product Approval Application Detail C: of y(tl ,fir sits OWe Data Panama Qua 7YgE >m= .emumlaluD ,contact XIMSE LIbL lt1l m &&Mom LDGAOQMW fig ,Mattis ROMOM 2020 MI Wndows and Doors Brent edge Ameroen Arahtectural Steven M. Unch. PE t V172020 11117r= 1127/2020 Appriwad Canegory: lMndows (717)3W3300 Is..fechrers Association IT171317-8454 s Wcaletlorr: Srgle Hong bstlngerg)miwd.mm Compllanea Mcleod: Con"tallm Mark Or u stma Agoravadra Dss AgWMMd WAM latea Ded- am& I+redal MedrL Ia,roa or earns gem gggription Contract Eildratbn Data In HYM OL&dib Hwa assailant PINWre. 2 185 SH 52x72 Fln,Flange Fneme IGJSG; angle Hung 10/082023 No Yet NO +E01.60 Laminated at.. -0-0 CnCD U >:. W 0- Q C oCU O .� O O c O = O _O ca UL O .N C � � o .a? o 0_ .= �CU/� Cn Q u I SV Cr 1� N e� P 4,L4 ys to 'W 1" Vl azC wan N ..r .y E a ; Aw X E =3 W CIO ICU 0 L O L U O L CL L) W CL - O LCU W W z J Z Q J a SHEET N0. PA 1.0. Florida Department of Business & Professional Regulation P.O. Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 2s 6 a 8 Florida Departrnert of Business & Professional Regulation Pap1 ell IZD22 Building codes and' Standards 1�+ Product Approval Application Detail Etama Q& EIYI1v w LIMA 29, cut, Fund- as roved Im version Manufacture 1r"90Lffit !?J ALA VdMYedW YMIaMW OLOARMO PAC AnorayY ApgroJad a=& Afflmlatkn 2D20 PGTlndustrlas Jan. Rosowii M.rd-Oade WOO -CER MIemI-Dedk SCCO-VAL 1V051 020 111DUM20 11MIrA20 Approed CMeeny: Wndoma (341)48"100 (786) 315-25M &nCeagar. single Hung IrosorsYQpgdmhstrieac Ceepllance Method: Carnation Mad or Luting AaQundfor that bmrrredforuse isiduall D.5- Product Description Cmaad Bpirrlmore In HWZ Outside j Pressure 2 SMS500 (Large Leasre "pad) Vrryi single Hung W14a. 07/302025 Yes Yea Yee WA 3/15/2022 FL1/625r9�--R431 p 1HsILZ rM 2111 2WA 9's Status 2 _Na VOrslOn Manufacture' Corltaet Engineer & Validated By Validated wed Pending. A9RDroved Approved Revision 2020 POLYGLASS USA Maury,Alpsrt, License John W. 101 WD20 10/22l2020 E@Sc 12115QO20 Category: Roofing S9542331330Smalperlitillpolyglass.tom Robert Nienninen Knezervich, PE Approval Subcategory: PE-591as (954)772-6224 11/01/2020 Underiayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL0626B.R81 Products contEyAwuwlcs Contract Emlrsion � A19S M IN for Use preside NVNZ IM=ROVot gay )�(g0 g AMa Product lktft Number orNane Prodlx Dmcrl n Dole 1 PolyyasRoof Underlayments Rooingunderlaymellts IW21/2022 No Yes WA 4WA1-0225 1 Polyglass Roar Undenayments (HVHZ) Polyglass moat underlayments for use In FBC1T/23r2023 Yes No WA WA FIVHZ jurisdictions. 2 Polyglass Roof UndedaymentS (non-HVHZ) POlyglass roof underlayments, for use In 12'2320Y3 No Yes WA 4WA/-022.5 FBC non-HVHZ Jurisdictions. 1 Polyglass Roof Undedaymads(HVIAZ) Patyglass roof underlayments for use In FRO 122W2023 Yes No WA WA HVHZ jurisdictions. 2 Polyglass Roof Underrayments (non-HVHZ) Poyglass roof underltyments, for use In 12/23r2m No Yes WA +WAI-822.5 FBCnon-HVHZ)urlialla ons. 1 Polyglass Roof Underkyrnents (HVHZ) Polyglass roof underlayments lot use In FBC122Wl2023 Yes No WA WA HVHZ jurisdictions. 2 Poiyglaes Rgof Underlayments (nth-HVHZl Polyglass roof undenayments, to use In 122312023 No Yes WA 4N/h W4i FBC non-HVHZ jurisdiwiane. 1 Poly'datss Roof Undedayments (HVHZ) Poyglaas rod undertow ents for use In FRO 12232023 Yes No WA N/A HVHZ jurisdictions. 2 Polyglass Roof Underlayrnents(rkw44VHZ) Polyglass rod underlayments, for use in 121232C23 No Yes WA 4W'4j-=.5 FBC non-HVHZ jurisdictions. 211111111 in veralan YladKads R.w.bn 2020 Meek Ina, Cdagory:StruderelCar%- SWCalalpr. Truss Rates Canptance Method: Evaluation Repot Sam a FunYNi.MahesYa� Product C-valadon Fnf&y - ache Product Model. MsMar or Yams 1 MiSAHa 2 M106H$ 1 MI 18 4 M71aHs 5 MT2(A19 6 TO M718 7 TL20. MT20 Florida Deparlmert of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap+d2 100=1 EAdgca JLu Jill Dab Fred- raused EaatmAHm&u Ydwdg Lk Xtilaeaa >Yitialigi IBC em-xl ua5eaved ;taus FJIn Walft ICC EvYutOon $e *$, LLC ICC EVllustorf Servloc O&M V2021 08MOM21 0dM2rA21 Appraued 1952)896.8835 I.I.C. ewabanQmH.pm (205) 5994am Product Causuntation la a.. high sbangth Irvas cnnactor pate Quality Assurance Cantraet OmlydlBnpea 121J1/2022 Alarmed for Use Approved In MV12 ouWdk Yea for the iillHz Yea InfiQhen ESMMd NIA afdm EremiIm. 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Knowulch, PE 10104/2D20 09OW020 1071b2020 12M5202o APPrwued Csi.Rury:R.vang 141T)82441844 PE-52166 (954)772-6224 subcategor Urnderleymeds kam_edrterMo.narn compliance McBad EwMaOon Rupert from a Ronda Repelerad Avchmdare Licensed Rance Prat .-.1 Engineer E09A ltoon,dYodd.NumbrorNarne Product.description QuallgrAssu pay Aoaawd1milm Apgrowd1,Lift Contract sxbkum Debt, In HVHZ Outside HVHZ Immfd Detail R d tld Eaaas , + TAMKO Rod UnlerlaymmN(HN4) Rod undenaymanb for use in FBC Hat-¢ OSM1223 Yea No NIA WA )ursddbhts. 2 TAMKO Rod UnderbynenN(NON+IVF¢) Reofundenaymnufau.. In Foc n 44V12 O6rAn023 No Yes NIA WA AnsdcdgM. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 i4m21 224! EoICLor no Rtua Oat Pending Do mcm Version 40NaN. Endue& Lleama YaeaMd Rr mild" &&slam FSCApprAwl A unnued &an Re.+sbn 2020 L.V. Thompson. Inc. Me Thompson Architecture Tony Chneanen Zed" R. 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Nhnbe or Name 1 Moraine taNl DOas agtl.WlnOaws Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.O.1 art 1r82021 1 ikz DLA DMA 2&LMM= laid Cotod Validated IN Validated ;j(AMNtt,t FBCAmmvd Abounded Nam Jens Ro&.* Marl-Osde acco-CER Marl -Dade SCCO-VAL 1113MD20 IV05020 11/1VZg20 Approved (941)48"iDO (?as) 315.2590 imeassid®pgandustsce.c Om Aemrnyadfrtiv rM EL DWm Product Dissertation Contraditualralonlame In.MYHZ outdcb KVHIZ R*o§KMN prensurs, Ahminum Millions OW&J2026 Yes Yes Yes WA Florida Department of Busine6e & Professional Regulation Building Codes and Standards Product Approval Application Detail Peg.+ d1 slam1 rdaA BMW ot, as this DMaPlo.n¢ oche Im y(tiMYl Minukmra sad: Moslem 9 License Validated It Validated FBC Approval AD status ReAslon 2020 GAF Wheat Seen Robed Muroran John W. Knezewch. PE 09/462020 09121=20 101=020 12M&2020 Approed Cauporir. Rooting (W07053411 PE60166 (954) 772.6224 aWCetegor. Asphalt 8nngies mdlatlQgd.oOm Canplunce Method: Evaluation Report horn a Florida ReOlateteclArNfl at or a Licensed Floods Professional Engineer Qua& Assurance Aoweaed for Lim Aaarevod forWe kMK Cinf1y Iie.e Prod atYebLNaobrwtermPredsot passrithen s jDNVHZ Resident Prassauds 1 GAF Asphalt Roor anlaglas Ftarglass ralnlerced 3-lb. laminated. Sint and 12r1611022 No Yea NIA WA nipnidge asphalt shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PWi of 10=1 Cgdt OWN or DdsPandrl get iyou Version AU wit turf Cabled &Wnw&Urame Wader my Validated almbMsd FaC Approval AAi gout ad - Resider 2020 Florida MOW ProdJdh Inc. Clark Jones James L. Bauer. P-E42 sewn M. UrIch. PE 0807/2020 09/25W20 10,042020 12MNN20 Approved CYegery: Roau'l tons)7LVMV CBUCK Snoneerhg (717)317.8454 Subcategory: Rafting Acceescrles that are an darkt$eam com PE.31242 Imagrel Part ofthe floating 6yelam Coeplleence Method; Evslusiion Report from e Fiedda Retildersd Ardnit dare U-.ed Mend. 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L eua"r, P.E. Sloven M. union. PE 11123I2020 11232D20 11282020 ding FBC Appal Rapidan 2020 gaol Rocang Andersen Raba IAPNO Uniform E.N.tidn Gry W. Waner 111032020 11,0221120 IlIV42020 APPraved Revision 20M Gbtnai Protection Products, LLC. Tim Robinson Wafer A. Tat Jr., P.E. John W. KwaevieA, PE Oa0B202I) 091081=0 10101[0020 12/152020 Approved ' Cd.gory. Rooting (501) 983.6163 PE-31242 (7i7) 317-8454 cal+sory' Racing (SDI3 3804MI SeMoes I.I.C. (205) 85 -0160 Category Shuars (054) W9-7545 PE-44107 (964) 772-=4 A6Cstaapr. Reorng Accessories that re sin kldl.y@kmernco.eom aubCdsger Rmingmk. 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CA 121312020 No Yes NIA WA 1 20 Gaps Galvanized Seel Storm ParlehlHYFiZ Corrugated Galvanized Steel 9bml Pawls raWirlad 12i3172022 Yes Yes Yes NIA 1 Deck -Ai" DA1 rTRI-BuiN Deck tie CAA Lom Prod., Polypropylene Plastic, Rod Vent 12fl(v=5 Mechanically Attached to PMveod 0eek. No Yea No 18 Saxony OW -aide, Shake damp: Sod Shake Flat Prd91. • Rieto, CA 12/312020 No Yea N/A WA 2 24 Gape Galvanized Steel Storm FanehMHVHZ by l cks to 0f not at haaksto provide el Stormtal annals r n. no Galvanized Steel Slam fpamla retalneKi 121312072 No Yes Yes MIA 19 2D 27 Sesny 700- eheka, slate temp: $PIN Shake 9emny T00-anma,aate &amp; Spin Shake Tana Espana/Bar%-1= Flat Pram. • alxkton, CA 12/31202D Flat Prvlll.-R1.tia, CA tV31=20 Ran Pines - Katy.TX 12131=0 No No No Yss Yee Yea MIA NIA NA WA WA WA or or not oY tracks W provide Hurricane protection. by tracks 2+ sill. Lo.r forme - Katy. TK 12/31/2020 No Yea NIA WA Florida Department of Business & Professional Regulation Page I of I Florida Despartrnent of Business & Profesalonal Regulation P.p Toll Florida Deparlmert of Business 3 Professional Regulation pap 1 di Building Codes and Standards 11J52022 Building Codes and Standards 10=21 Building Codes and Standards t,71m21 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Entity, W 20 2* Date Penchant Rita Sg>ie now Lets Jgla GrtMuPsd"d1m an Sdta E ally, or an m(a Can Panora late l_ Version Manufachmar Collect Engineers, suaems Validated By Validated Submitted PBC Approval Approved Status yp(ypg affiliaginge rota towwoLLUl xdwds.<k mmwmd Misaitisa FBC Amrerar AROMyag ram yersion itedialwillos 23ffiLowmaLLLWMvadidded fiWitallial FBC Apv,nal dpB,Vg status Revision 2020 All American Slutlervand Goes Mkt Barbieri Frank L. Benrmrdo, RE Troy Bishop, RE 10/2812020 10/1 B2020 11IM2020 121152020 Approved ReAWm 2020 Alone suar Lewis ICC rr1u11on Searle. LLC William M. Renies. PE ion12020 1022/202D I1AM= 111 2020 Approved ReNdon 2020 commercial Concrete Produaalm Rfbenoti. Samuel A Orwaterg John Hay 1W62020 12/16=21 12222020 ding F8C Appn ' Category Shutters (S61) 712-MU PE.004&549 (954) 947-MBO category, sbudural cor"p mnl. (321) 710.3371 C.neo1Y:60'uProd Cenpa04Na f813)669.3707 PE-3424! f312y 181-5311 Subcategory Storm Panels mikeloCallemebanshute, aubctegory: rose Planes sim"galpinarw.com lubC(4071881-7917 Products Introducedofa Result of Prarxstgelor�yel,p.cam Compliance Method; Evaluaficrn Reportfroma racam 0.911nce Ydhaek&akaitian Report tan a NW N.r Tachlploal' Florida Registered Architect or a Licensed Floridaroduct lde Evaluation Entry Corryllanea M4a10tl: kYduYlel Report teem a Professional Engineer _ Fledd. ReglsderedAdhtect ore U-sed N.M. Professional Englmer - - Quality A.srance AppravWfallw Apwayedfr Ues mead Damon .. Duality Aaeunance Approved for Use Approved for Use Impact jjdg8 1hYLE 9a Cenaraet i]naaatlan Oa i In NVHz Oradde HWC gwdard )n a - aeg-f Product Modal. Number w rMms Product owriptun Contrad Expiration Des In HV16 OutaWa HVHZ Rentshnt Pressure 1 ITW SCOApe Hqh. Shang% IN&wp: 5) Maui(1-tr Plane 1X312024 Yes Yea N/A N/A 2aw-ay Amrgwdtwnsp kaga gpgm 1 24ga Gavanized Steel Warm Panels 24ga Galvanized Steil Sorm Panels 12/312022 Yes Yes Yea WA 2 ITW SCGIADiee Hindu Plate Msel Corneda Plate I7J31)2024 Yes Yes NA NIA 11mA Cwwad Expiration Oche ip-HVHZ Outside HVHZ B211= pres&d. 3 4 ITWBCO/Apine TNlek ITINaCO/A%Ane Waw Metal Connector Pate/21312124 Metal Connecter Plate 12131/2024 Yes Yea Yea Yea N/A NIA NIA NIA 1 Ouaky Precut a CommercialConorae Products Preasand Prestressed Concrete Untela 05262024 NO Yee WA WA Florida Deparanem of Business 8 Professional Regulation Psg l dl Florida Deparbnent of Business & Professional Regulation Page I d2 Building Codes and Standards 4114=21 Budding Codes and Standards 9028=21 Product Approval Appdcation Dealt 2291 Product Approval Application Detall ErAIN a as cut tialloyariddin Bata f78m Eptlgt�[ DMA ale 20LEla= all MM iNnNm Mmtdaeturr Colt d andine LaLEtlmydwgod av Validated gtimsted P&CAMMvd Approved vim Yin it vela l3xAnw&Uc.ue Validated & Yjalididmi FlICA l byte( at& ROIASW 2D2g WevMmeeuw Rob Baldwin IOC Evdud-SurA.. LLC to LaMar, P.E- 02MM21 1DM32020 02/03/2021 Appro ed Airnnation 2070 AroM Aumhum. Inc. Jae 8M Luis R. Lomas sawn M. UrKh. PE 11RWMo 11/1WD20. 1 WOM020 Approved Cata9ort structural Con nand. (253) 924-6470 (308) 830-32&& Cdepury: Pend (40T1 08 PEBZ314 ITtT) 317-8464 AuloCdagar. Eng[nsered Lumber Rdfst.861dvrin®weyrm EWOhpdry:ltoets lids unnin ..0001 mnunnc®yaho Compliance need: eealudlm Report from a ewr.00m Method; u e;tem Product kail On Emty FloridaidRepHtecedNehdedultants, a as Ufxnwd Florlda - - _ - - Praeadmel Engineer A®sued is Iles ageraved era Ilea lamed Ddtsa - -... - - ... iila2 PredNt Yddd. INaebw W NaNA Predict Description Contract sxplrYlen Ochs Ig)rGli DSttdtb+r" BftiYa rat Pressure _ Qlrnay Resonance ADDrOVkd for Use Aobroved for use Impact ggsign 1 Mcroaen LVL Larineted Veneer Lumber 03131MO23. No Yes NIA NIA ANA Praducinmcrintlart S AS= 2didillaMM Resistant F-re 2 Perallam PSL Parallel Shand Lurnbr OU312023 No Yes NIA WA 1 Alpha Aluminum 8dltl Being: Vented AUm)num eomtl Audit: Vented Nunhum OTI3a2023 Alpha AMminump; No Ya No NA 3 TlmbrShend I.M. Lamheted Strand Lumber oy:512023 No Vas NIA WA Wood CMU Ramp; Wood aamVCell dArtp; Wand Wood 4 TJ Pom stand structural Conoodle Luber a Oriented Strand 031JIQ023 No Yea NA NIA board Film acted 5 Weyerneps. R" bard Oriented Strand Board R" Board OW 2)23 No Yee NIA WA May 27, 2022 �.a N N N O-c � L N L tL 0 CU Cng.� 0 0 c1J '^ VJ C C ca.0 N CIO LL 0 En CU 0 C -0 C V) Q Ly Q Z Z W J v Ca�a%ej 1 w1 � L7 CU > W Aso n O tJ C Ok. e0 V N _-o 02 x N C LA_d t0 O ►. to H Q .p CV Ca O Ca � !V Y 3 d 6ti w Q a i �! d C C 25 ?+ = - In O O d i.i O W O > ILL C:L 0 Q L U O L. W ICU aeeaera 0 s- cia W Z z aJ Z Q J IL SHEET NO. PA 1.1 Simpson Strong -Tie 2= FBC Approved Products uParted 12r4or no, For dr d Inks to afl-8STapprcvals 104 below, rat ,1 nr� HERS. For additional Inf "an regarding Flonde's atitwolde Product ftpraVal Sysiain arid Mar*Dada Cowrly lards of Amma sts{NOA), CL ICK HERE ,FL11235&R7 OMA Product Modal, Number or Name productDaecribden 1 Then Stainless Steel Concrete 41-MasonryS (TTN-SS) 114"dlarireterThin sieihbsssteelmasonry screw II SD101'12DBB OuttloorApcents Connector Screwy 2 SD0NIZSL':19212;SDI0112,S010212 gong-Drlvs'SIDConnedorScrew 3 SD911= 600213S3 Ig Dfwssp ConnectorW $or ew A SDCF22434. SDCFZ 51Z, SDCF22514, SDCF22700, SDCF22858. SDC 221014 Shang-DrIYaSOCPTimber-CF Screw SDCF221134, 800172213E4, SDCF771958, SDCF2723% 5 SDCP28434, SOCCR22512, SDCPZW14. SDCP22700, $DCP22SW, SDCPM12, Stang-prNeSDCP Timber-Cl-Scrow SDOP221100, SDCPZZV134, SDCP271400 6 SDHR2T40O;SDHR27614.WHit31400,80140614 Strong-DrWe:SDHRCombt4indScrew 7 SDS251 t2, SOM1,34, 6D825200, S0825212, SOS2W= 6OS'253I Z, 81362541 Z Strong-4rive,SOS: Haasry-Duty Contteaior Screw sD825W04 SD825WO0 S{3SrWM 8 SDS2511285, SgS25MOFA SDS25212SS, SOS2 W , SOM312SS Strang -Drive SW Heavy -Duty Connector S8 Sarew E SDiAF2710, SDWF27X SDWFMA SDWF2725, SDWF273D Stang-Aritra SDWF Floor-to-Fborscrow FLIM0007•Ii8 Anj Product Model. Numbw w Name P oduet Dissertation 1 ATRNA ATR1/$ ATR6t8, AT"4 Threaded Rods 2 ATUDS, ATUDS-2,.ATU09, ATUDO.2, ATUC)F1-3, ATUD14, ATUD14-2 Aluminum Take-Up.Device 3 BP318-2, B012, SP112.3, BIRWO.2, BP518-3, 8P814, SPS/4-3, BPRTUD3-4 Bearing Plates 4 CNW3M, C"Il 2 CNMI1. CLVW3/4, CPAdttS/8-112, CNWS4-W Coupler Niftr 5 CTUD55, CTQW5, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87 CTUD88. CTUD87, Coupling Tatra -Up Deuce CTUD98, CTUDOO 8 143. W. Ni NO Heavy Hax Nuts 7 RTUiXi, R-U0W;d7TUD4,RTUD4S, RTUDS, RTIRA RTLIQI, lTUD8 RetchetingTaWUpDevpe 8 TU➢9, TUDIQ Taka-Up Device 9 TUW38 Take -Up Washer 10 URS3 SM" Uplift Rod Run Tiedown System 11 URS4 1'!2" Uplift Rod RunTied om %%tem 12 URS6 B/B" Uplift Rod Ron Tled wn System 43 URS6 V4" Uplift Rod Run Tbdom System j'(-#f0441-Re $ffi 'P1> udilliodol. NumbbriorName $plug! 1 DM Hald.do wn 2 HDC10/4, HDC10122 Hold-down 3 14008, HH0011, HHDO14 Hoki-down 4 14OU7, HUU4 HOL15, HOUS. H13UI1 HDU14 Hokl-down 5 HPA28, HPA35 @hap-stylepurlin anchor 8 L.STHD8, LSTHDBRJ Strap at)tle hold•down 7 MASA, MASAP Foundation anchor strap 8 MPAI32,MPAl44 Strmp4lylepunlrManor .0 PA18, PA23, PA28; PA35. PA51, PASS Skap4tyke purlin mother 10 PAN$. PAI23: PA128, PA105 strap-iii purilt anchor 11 51-MMO, STHDI ORJ 8hapoyle notd-ddw11 12 STHO14. ETHD14RJ Strap -style hold-down Simpson Strang: Tie2020fBC Approved Products Updated 12d3+7=0 For dheet inkstoal WT approvals lsted below, CLICK HERE. Far additional information regarding FlarWa's5tatewtds Product Approval System and Mami4Jads County Notice or AmmPlancs-(NOA), f- I,Lt K HER ,. 21 L6asrsee4rigers Top flrpof ttsngaa available in w dth of 1016" and heights ranging from5-W8" to 15-11w, 22 LBAZ smiles hangers Top flange hangers available In width 1-W16" and heights ranging from g3/1B" its 13.10 25 LE63, LEG5, LE137 series hangers Top flange hangers available In Wdths ranging floor 31K' 10 6- 7/8" and heights ranging from 9" to 33-117' 24 MEOS, MEG? series hangefrs Top flange hangers available in widths ranging from 5-114" to 6, 716" and heights ranging from W to 32-1 ff 25 MIT Was nangers Top flange hangers available in Wdtlts ranging from i-Oils" to 5- if8" and heights ranging from 9-1 W to 24" 28 PF, PM PFDB, PFDSB series hangers Top flange hangers avail bin in width of 1.SM 8" and heigrits ranging from3-W8" to 7-i/8r' 27 RR Ridge raftertxrrmector '25 WP sarres hangers Top flange hangers available in widths ranging from 1-9118" to 7- 118" and heights ranging 9=114'to 3Z'. i e ProductNbdel.NumherarNama 1 A13A44. ABA44R, ABAQ% ASA46R, ABABB, ABABSR a ASU44, ASLl44R, ABU40. ABU46R. ABU55, ABU6-8, ABU85, ASU66, ABUBBR, + BII ASU88R, A81LI1010, AGUIMOR, ASU1212, ABU1212R 3 Ai3W44Z, ABW44RZ: ABISM46Z, ABW46RZ, ABWEBZ, ABW66RZ, A8W7-7 4 AC4, A04R, ACE4, ACS, AcM, ACES 5 604, BC46, Bb'AR SCS, SM SC8, BCS2-2/4, B=-= 6 C844, C848, OW CM, GARS 7 CUS044-RD5Z, C8SQWb BDS, CBS068mWS2, CSS088-50M C135088-51082 8 CC, SM SCCU Sorter 9 CCO.9ims, ECCQ-SDS2.5 San" 40 CPT44Z, CPT68Z, CPTSSZ 11 EPSMA. EPS44, t:171344, EP668 12 EPSC 13 LC844,4CBBB 14 L.PC4Z, LPC6Z 15 MP8442, MPB882, MPBBdZ 16 PB44, P1344R, P846, PON, PI388R 17 PSA44A, PSS48, PBS86 18 PBVB, PBV10 19 FC44-18: PC46-18, PC48-16. PCS4.16, PCaS-1$. EFC44-16_ i-PC46-18, EPC48-16, EPC84-16� FPCISO.18 20 PC4Z, PC4R7, FKW, PCBRZ, POW, PC81RZ, EFCAZ, E4PC,IRZ, EPCC2, F-PCBRZ, EPCBZ, FJbG8RZ 21 PP9444Z, PPB448Z 22 RPBZ FL#fiM6&R8 Awl Product Mrolal. Nunrthan or Name 1 FJA, FSA 2 PRFP 3 Gt4404. GH46.84 G44". GH4" 011410-8, GH410-6, GH86-11,41-168d 6H8R5 GH6S- 8, aH811SB, aH81D,8 4 GLBSA,, GLt 5S, OLS= GLBW[ OL87A, GLB7B, GLB7C, GL:B7D 5 01-917512, OSL7812, GLMIS,, GBLTele, GLBT520, GBLT820 6 HGLOA, HMBB, HGLBC, HGLSD 7 HOT-2, HOT-4 a UFP10_SDSS 9 URFP Product Descriwan Adjustable Post Base Adjustable Post Base Adjustable Past Base Post Cap Poet cap Embedded Column Bass Embedded Column Besse Bolted column cgmvalh W1 ranging from 3-114 1d 9.1r2" and W2 ranging from 3.&S" to 71/2" Screwed cclurrm cupswkh WI ranging from 3.1M4' tea 9.1/2" and W2 ranging from 3-Gf8" to7.1f2" Concealed Past Tie Base Embedded Poet Sess Embedded Post Base Embedded Column Base Light Post Cap Moment Post fuser Embedded Post Base Embedded Past Base Round Past Base Post Cap PostCaP Post Bash Retrofit Post.Base Product Descrbftm Foundation'Anahor Flat Rebell foundation Plate Girder Harper Glubam Searing Plate Glulam Bearing Plate Heavy Gtulam Bearing Plate Heavy Gialar Teedawn Universal Foundation Plate Universal fteoofat Foundation Plate Simpson Strong Tie 2= FBC Approved Products Far dreel IMM to Alf'SOTappfWM Wd netow, CLICK HER Foredo!tkanN{Marnr9poaregardhgFrorids's8tateWdeProtluotAptl9ystomamGNttiri4.7adeCauttyNasefA�eptaeoe.{NOA)..r�lnewcae Updated 12B018g20 FL#f 0*l6,RB fyj ProduciMorhl.NumbanwNameProduct Eel Oescriation i A21, A23, AU A34, AW, A44 Angles 2 APA21, APA4, APAB, APVA21, APVA4, A-PVA8 Culdoor Acoortts Angles 3 API344, APP544R, APVB06, APBSSR, APSE$, APBEBR, AP51M0, AP81 01 OR, APVB44, Outdoor Accents Post Bases APVS44R;APVB86:APV9d8R,APVM APVBW.APVS1010,APWBTMOR 4 APDJ'i2-4, APDJT2114, APDJT2-6, APDJi2R-8, APVDJT2=4. APVDJT2R-4, APVDJT2.8, Outdoor Accents Gook Joist Ties APVDJr2R-8 5 APHH4E.APHH481IR,-APHH610,APHH01OR Outdoor Accents Heavy Hanger 8 APL4, AP1.8; APT4, APTII, APVL4, APVL 6, AWm APVTE CUW*orAccents L and T Bearn-bt-Column Ties: T AP, LH24,:APLH24R, APU426, APLH20R, APLH210. APLH21OR OatdoorAbliertts Light Hangers 8 BVL2 Brick Venom Ledger Corms for 9 CL3M CST4Z Concealed SearnTles 10 CJT3Z, CJT42, CJT5Z, CJTOZ Conceew.jai l Tien 11 W14 Deck Joist re 12 DS Dry Well Stop 18 PC4, FCS Framing Clips 14 FWANZ Foundatieh Wag Angles 15 GA1:GA2 GuessetAngles 16 H2A, 1425T, H8, HIDA.2; HIO$, HI 4, H13A,1O HuddcanrtTies 17 14CJTZ Heavy Concealed JoratTTe 1B HH4, HH6 Header Hangers 19 KEIS12 Knee -Brace Stabilizer 20 L30, LSD. LID, L90 Angles 21 LCE4 Post Cap 22 L$301 LS501 LSM L SOO Skswable Angles 23 LSC;Z Adjustable Stair Stinger Connector 24 LS5J2612, LSSJ26RZ, LSSJ28LZ, LSW28RZ, LSSJ21QLZ, LSSJ21GRZ Field Adjustable Jack Hanger 25 LSSR1-81, LSSR2.1. LSSR2.37.LSSR2:S8, LSSR210-Z L.SSR410 Field AdyusitabkSulopeablel owAble Hanger 28 LTP4,. LTPS Tie Plates 27 ML232, Mf_24Z, ML212, ML20Z, ML21M Angles 25 MMHB Roof Tie -Down 2B MMHC Hknged'Roaf.Contneelot 30 MNILU28,MMLU26-2. MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLU139, MMLU1311 Face -Mount Hsr gm 31 RBC, RSCP Roa Boundary Clips 32 RST-3 RoafTia-Doan 33 RTC22L, RTC42, RT027 RTC44 Rigid Tle Connectors 34 $TC STCT, OTC: HT04 Truss Clips 35 TJC37, TXX Truss Jack Clips 36 Z2, 24, Z44 Panel SliEener Clips FU010447-RfT Sea* Prodgot NumberorName 1 AHEP 2 D90211-SIDS3, DSC2L-9D83, DSCOIR,9083, 0SCSL-8083 3 GBC 4 HCP1.81, HCPZ HCP4 5 HHRC2-2, HHRC4Z HHRG42-2, HHRC9/1 01, HHRC44, HHRC5.25/3.25; HMRC5.37/8 iZ HHRG88 a HRC1.61, HR W 7 LRLIX LRU28, L"10, LRU212 8 LSU25 LSSU28:LSSU310 9 THE-4, TBE0 10 TC24: TC 2S; TC28 11 THA29.THA2I3jHA21S.THA216.2,THA222�2,THA413,THA418,THAC4f8.THA422, 7HAC42Z THA426, THA422.2, THA426.2 12 THAI1'.W22, THAR,06r222, THA►2.V22, THAi222 THA1322,THAI3522, THAt422 13 THAL42Z THAR4,22 14 THJA28, LTHJA24, LTHMA 15 THAtt,44SOS3, THJM2-S.SDSi, THJU26, THJU26 W 16 TSBR2 24 17 VPA2, VPA25i VPA3, VPA55, VPA4 18 VTCR Simpson Strong -Tie 20M FBC Approved Products trpmted+moo' For dreo Inks to all'WT approvals !sled below, S�1c For additional infanys@on regarding FkYkk's,slataiatOe Rods g.Appr van Oislism Wd Mare# lade County Naaea of Amnpfsaee �(NOA), CLICK HEIIE _ FL#10488-R5 9eo # Produd Mbda1. Nurebarar Namo Product Doserbidian 1 Br, BTB, STH BriokTius 2 CMST12, CMST14, CMSTCI6 Coiled Straps 3 CS14, CM GS18, C520. CS22 Coiled Straps 4 C84118, CS14P20 Coiled Shape 5 CTS218 Comprlln/Tension Shop a DSP, SSP; TSP Shed to Plate to 7 111, H10A, H25A, H3, HO, H72, Hf6, H16S. HIS-2, 1-116.25 HurrloaneTies S HGT-2,.HGT-9, HGT-4 HeavyGirderTadcwn 9 HS24 HuirfoatoTre 10 HSS2-SDS1 5, HSS2-2-aDS3, HSSX34KM, HSS"DS3 Heavy Stud Shoe 11 HST2 HST3, HSTS. HSTB Straight Sbos 12 HTS16. HTM, WS24, HTS28, HTS30, HTS30C Heavy TWO'Strap 13 HTSQI8KTZ.4iTSQ20KTZ HeavyTvAst0limp 14 LFTA Light Floor Tie Anchor is LSi-A9.LSTAIZ LSTA15, LSTA18, LSTA21, LSTA24, L STA3G, LSTA36 Straight Straps 16 LSTW, LSTi73 SheghtStraps 17 11-7020, LTB40 L#idging 18 LTS12, LTS16, LTS18. LTS20 Light Tvrlst� ap 10 MGT ModiuniGirderTieclown 2D MST27, W37, MST46, WOO, MM72 straight Straps 21 MSTAQ, MSSTAIA MSTA16, MSTAIS, MSTA21, 0149TA24; MSTAW, MSTA36, MSTA49 Straight Straps 22 MSTC28, MSTG40, M6TC.'54 M$TC 0. M$TC78 Shawlit Straps 23 Msrrusm, MSmCom Pfe-bent Shape 24 MSTI28, MSTI36, MST148, MSTIW, Ms1.172 BhralShtstops 29 MTS12,'MTS1B, MT918, MTS20, MTS24t'r, MTSW, MT830C Medium Twist Strap 26 NCAW10.14 NCA2r12-IZ NCA2x816, NCAWG-16, NCAW2-16 Bridging 27 RCWaIZ RCW614 Wag Bracing 2B RPS18, RPS22, RP528 Repair Plate Stag 29 RSP4 Shad to Plate Connector 3O SPI, SPZ, $P4, SP6, SM Stud Plats Tie 31 SPH4,SPHS,SPHg' HaavyM01bateTle 32 SSI.S, SS2.5, SS3,SS4S Seudshoo 35 er9.ST12, STt$. =Z ST292, ST2122. ST2115, ST2215, ST8215; ST8224, ST82M Straight grape 34 TBM, T1427, TB3Q TS38, TS42, TB48, TB54, TEM. T080 Tansm Bridging 35 TWBID, TM12 TAS14 Wail Bracing 38 VGT VGTR VGTL Variable Pitch GirderTiadawrr 37 WBiOO, W8408C, W8128, W9128C, W191430 Wall Bracing Product Doecrintion 1 CW12.3705, C 8H2.37x7.83, CSH2S7x9.75 Adjustable Kip -End Connector 2 DU, DHU, DH UTF series hangers Drug $hitCnwmcWrs Gable Brag Connector Hip Comer Plate a HGU3 6$SOS, HGL15,25-SDa; HGU5:50-SUS, HGU5.e2S08. 8GU7.0449DS, HGU7,25- Heavy Hipto Ridge Connectors SD8, HGURMSDS 4 HGUS series hangers Kip Ridge Connector Raitea Hanger 5 HHGU5.25.SDS, HHGU6.50-SDS, HHG U$. SDS, HHGU7 OOSLe, HHfi3U:t;25SDS, Light SbpeablefSkevwble U Hanger HHGU4,00.BDS Truss Searing Enhancer 0 HHU828-2, HHUS28r2, HHUS210-2, HHUS40, HHUM, HHUS410, HHUS5.50110, Truss Clip HHUS7 25M O AdjvsiablisTnres Hanger 7 HSUR, HSUL, HSURC, HSULC seneshahpers Adjustable Truss Hanger Sized her I -Joists Skewed Truax Hanger M4ldrile Trues Hangars 8 HTV 25, HTU26. HTU210, HTU25-2, HTU26-2, HTUS 10-2 Multiple Truss Hangers 9 HU, HUC series hangers Truss Spiso r-Restratot Variable P'rtah Connectors Valley Truss Clip 10 HUC CH SIA9 =S. HUCal:81/11 'S , HU00210-2SDS, HUCO2104-sna, HUC0310- SD%H1.100410-315S, HUC44124", HU005.250-SM HUDW.25ft1S08, HUM610- SDS, HUCQ012•SDS Simpson Strong: Tie2020 FBC Approved Products Updatedl2/saf2a2a For dimt.Inkstoall WTapproviis Isted below, CLICK HERE For additional Irda rsdonregardtWFloriUsSitalewideProduatApprovalbyslsmandMsmi4�sdsCantydolorofAcceptance{NOA),nlC± Here, FL#114WR8 jMj ProdudtMil".Number orName pion 1 IMUS2143, HHUS2104 JoistHaager 2 HRSB, HRSS, HR512 Strap Ties 3 HUCO210-2-910S, 1-11UCg210,3•SOS, HUC Q310-80S Joist Hanger 4 THO THO]sS,THGBi 2,THGBH3,THGEIH4 Joist Hanger 5 THG02-SDS3, TH003,SD945, THGOH2-SDS3, THGOHSi SDS4.5, THGOW-SOSB Joist Hanger e THOW3.9, THM"4, THGW4-3. THGW11A Joist Hower FL#11473-RS .Sdo # Product �etddal. Numberbrl&me ' I DET'A620 Doubla Embedded Truss Antdlor 2 FGTR, FGTAHL, FGTRHR Girder Re" Anchor 9 HIS, H18S, H11R21 1-110-26 HuniraneTo 4 HETAIZ HETA16, HETA20, HETA24, WWI) Embedded Truss Anchor Tn HETA02, I'IETALI8, HETAL20 Embedded Tans Anchor 6 HGAMID HMO Maermry retrofit rorrrteo trans 7 HHETAiB,HHETA20,HHETA24,HHETA47 Heavy Embedded Truss Anchor 8 LOT2, LGT3-S0S2.5, LGT'4-SDS3 GlyderTiodesw 9 LTA2 Lateral Truss Anchor 10 MEfAl2, METAie, Mil TA18, MErA20, MEPA24, MEt"A40_ Embedded Truss Anchor 11 MSTAM24, MSTAM38, MSTCM40, MSTCM60 strap Tie for Masonry 12 MTSMie, MTS", HTSM113, HTSWaD Twist Strap for Masonry FLAtf49&Rb gg # ProductMod,fd.Numberasr:NameProduct Dese'diditaft I DTTIZ Dsox Tonsicn Tie 2 H012, HMO Boned Hrddowns 3 HD3B, HOW, 1,fD76, HOW Bated How 4 HTT4, HTTS, H775314 Tenaion'Tiea 5 LTT19, LTT2AB, LTn31 Light TensionIle9 •Sea # ProduetMotlal. NumbugLhama Product Descriotio l 1 S95f&24, SBirftZ4, S81er90 88 Anchor Sots 2 SSTBt6, SSTB20, SSTW4 SSTS28, S5rB34, SSTB36, SSTB1 SL, SSTB2DL, SSTS24L. SSTBAnchor Bolts SSTB26L FL#ti1072-RA _ftU PMdud.lflodal, Numbaror Nome Product 0604 tint I CiV1ST124 GMST14, CMSrC16, CS14, MO, CS18, C820,,O= Called Straps 2' HR58, Hf4S8, 14RS12, FHAB,'FHAB, FHAl2, FHA1E, FHA24: FH rP30, MST136, M3Ti38, SIr" 97 and V7 ga) MST148, MSTIW, MST17Z SiMST27, SIW&T37, Sill T4B 3 HTS1S, HTS20, HTS24, HTS28, HTS30, MT830C Heavy TwlstStraps 4 LSTA30, LeTA36, LSTKO. LST173, MSmAa, M9rAl2, wows, MSTA18, MS'TA21, MSTA24 Slaps 43 mill 0& ga) 1 LSTA9. LSTA12, LSTA15, LSTAIS, LSTA21, LSTA24, ST292: ST2122: ST2115, ST2215 Straps 33 mil (20 as) 8 LSUSH125, 9U0H3,25, iipSUBH325 FNkig(ng.Connector T LTPS Lateral Tie Plata 8 LTS1Z_LT516, 1.17618, LT= LSntTirietetram a MSTAW, MSTA30, ST82% $T6224, ST9, ST12, ST18, ST22, MSTC28. WT040, MSTC52 Straps 54 and (16 ga) 10 MS -ces, MSTwe, e7ww Straps as mil (14 gs1 11 MT812, MTS18, MTS114 MTS2o, Mr530, 1ATtd24G, MT$50C Medium Twist Straps 12 &W,5% SWAI. SW.W. SW,37, S1B2.56, CJB238, 8183,12, S183.58, 61133,62,. S1B4,06, Tap Flange Joist mangers S`84,12,'S1&t,28. S34.75, S1B5,50 93 "A2126. SISA2.12110: SAM.12/i 2, Stt3A2.12114, 59M.1 ate. WBA4.18H 0. Top Flange Jorot Hangers S/BA4181112. SBA4,ISM4 14 SIHIA Hurrican¢Tie 15 S4LDE8,-S1WD88;ShW10S, SIHD10S, S1HD15S, SHD150 Hdldowns, 16 SnibU4, S/HDUS, S14DUA S1HDU11 HoldoWre6 I?' Sri=, S/HJCT Joist Hangers 21om Demmlon Concealed hangers Face-maunt(DU, DHU)and isle ilaings (DHUTF) hangers available in vwdths ranging from19/18`1 to 3491W end heights ranging from 0.118" to 28.15/18" Fade -mount hangers. Face -Milt hangers aval able in Widths rarrgingfronl l 518 to 7- SM" and heights ranging from 55116" to 12-74' Feea.moUnt hangsts Farce -mount hangers BIt mad face-mmi t hangers available iw w dths ranging fram 3- 118" to 5-1/8" and heights ranging from ",V* to1"4"- Corrc:6aled flange Version (HSURC, H"q avaid0le, for all double 2X and 4X modelR only, acutsfiange Isconrealed. Faoe-mount hangers Face -mount hangers available in widthssanging from 1-81 8" fio 7- In" and heights ranging %roan 2-7/6 c,19.114"- Conmeted Range version (HUC) avallable for all models having width equal to or greater than 2-9/16' Face -mount -hangers Simpson Strong -Tie 2020 FBC Approved Products UPW*dl2r, =0o Forerect Inkirtalil 89Tapprovals listed Wow, CLICK HERE . Foraddtknal Information regvdng FilmWo-".statewide Proilud Approval Syslam and Mamit)ads County Node of Acce ptancuiWA), 2 hear visor, 18 SgAVI.56, SILSVi 31, S1LSV2,01,,'isLUM37, &LBV2.56, SILBV2,88, S/1-HY3,12. Top Flange Joist Hangers S1.8V3.56, &L.8V8:82, S1L.SV4,08, WLSVA 12, SR W&28, SLt3V4.751 S/Lt3V5.60 19 WLTT20, ROTTa SiH T14, HTT4, HITS Holdowns 20 SUST60. 91MS'T72 strops, 1.16 mil 0 0 go) 21 SP4, SPO Stud PleirsTies 22 9SP, DSP, TSP Stud PlafsTies 12B STC. idTC Truss Clip 24 TBD22' Truss Brace Diagonal 25• TJC37- TfussJoak Gonnoclor FLA13904-R5 rW Prod=MadshNumbarbrName, I CGa Vd_a2 &)SHDG CCQW.92-SDSHOG, CCQM5,5l)-SDSHOG, PL7QM3-e2-SDSG, IX.'rOM4.S2SOSG, OCTQM5.50-SOSG, COCOW02.8DW, COCOM4.02-SQSS, C=M5.50SDSG- 2 EPCLQM3 ti2G4(T, ECCLOM4,82G-KT, ECCLQM9.5015-0, I_CL LLQMD3,eX KT, ECGLLQMD4 82G-KT, ECCLLQMD5.60G-Ki, E001J'tGM133.62G-KT, ECCL.RQMD4,620- Kr, ECICLJTQMD5.50G-KT 3 HGL IW.25, HOL1M5,50, HGUM7.00, HGUM1,25, HOUM9.00 4 LGUM26.2, LQUM26.3; LGUM2f34, LFUM28.2, LGUM28.3, LGUM28.4, LGUM210.2, LGLJM2I0-3, LGUM2tin-4, I.17UM48; L.Gi1M48, LGU14410 5 A3.120.25 MBHA3.12f1 . BHA3-666.25 A3 a61925 M 356/11.25 MBH 1 25, M MI3H BHA , MBHA3,:561i1.80, MBHAS.5&14, MBHA&SWIS, 11BHA3,WMS, MBHA5.501I.?S, MBHA5=A 25, MSHA550r11 25, MSHAaSW1TSS, M8d4A5.5CM4, MBHA5 50r1e, MBHA5.5W 8 6 MSHU3.50.25, MBHU3.S8111,25, MI3H03.56M1,55, MSHU3.5&14, WHUE;5t1/16, MBHUS66/18, MSHL16AW9.26, MBHU5.50r11.25, MSHU5.60/11.98, MBHU5':50f14, MBNUF.5fll'i6, MSHU SWO f L.#t997S-R6 Soof Product Modal, Number ar Name i SOW21s300, SOW22338.6DW22438, SDW22458, SDW=W, SDWZ26W, SDW2M,, SDW22B34 2 SDMI SM. SDWO158M 3 SDWH1B900DR SIDWI-11614OW8. SOWrODOWDB; Si3WH1O800DB. SDWHIRIOWDS 4 SIYAH274d)IlG: SQWN276WG, $OWH2TlWG, SDWH2710000, SDWH271200G 5 SD"16212, SDWS"V% SOM16312, S(?V11S1 E400 6 Si7WS1911i SDW819712, SOVA22400,9DWS22500,51OWS22512, SO 11822WO. SOWSM00, SDW622QM SDVIIS221O04, SDW822f iM 3DW3221200,WWS221500 7 SDWSWS00DB; soviim2400D8, SOWS725001313. SDWS22BOWS, SIDWS-22MOU8, SDVV5221000D8 8 SDWS=312DBS, SDWS225121131313 9 SOWS27300SS, SDWS2740OSS, SDWS2750OSS, SDWSNSWSS, SDWS278WSS. SQ%1S171000SS, SOWS2712WW 10 SOWV13400 11 ST'N22 Product Daseriotion Masonry Pier CaM Masonry trier taps Heavy Ntasonry t4argers Masonry Beam Hangers MasomyTcp Flange Bear Hangers Masonry Beam Hangers Product D-w- rlftlen Strong-Orrra SDW EWP-PLY and TRWSS-PLY So-* Stang-Drve SOWC TRUSS Screw Swag -Drive SDWH TIMBM-HEXSOMW Strong-DniveSOWH T(MaM*EX.HDr. Sorew Strong-mNeSDWS FRAMING Screw Strong -Drive SOWS TIMBER Screw (Interior Grade) Sbong-Drive SDWS TIMBER Screw (Fitteriw Grade) OutdoorAdcante Structural Woad Screw Stroog-Dr"SDWSTIMBER SS Screw St erns -Drive $Oily SOLE -TO -RIM Sorew Outdoor Ao" Hex Head Washer FL016368-1113 §W ProductModel.NuatwriarName Product Droarlipbon I' AS 18, AS I SM, AS I SM IS ou TruasPlea ss 2 AS 20HE 20 Va. High Strength Tfuo Plats 3 AS'IO 20 ga. Truae Plhte 4 ASHP HipsPlateCcannector FL111116730-R4 AMA erode. .Modal. NumtierorNamePradltdt Description 1 ET44P Adhesive Anchor for eater 2 GA£, GDP, GDPM50, GDPM 75, GDPW100. GOPS, GW50. GW:76, '�W-IW, GTH Gas-acCdated %startersancl asfsembAm 3 POPA, PDPA-K, PDPArMO, POPAT, POPAT,K PINW,'MNWP, PINVPW, PDPMNL, Povder-s;*ated fasteners, threaded aluale -anal assemblies PDPML-MG, PSVIA PSVL'3.i(, PCLDPA, PSOLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Awhorfor concrete Simpson Strong Tie 2020 FBC Approver! Products upareadIZ1401=0 For matt intro to1a88TapprwilfsA 04tin',CLICKriPRE Far adaklial{rftmsflon regarding FWda'a btaO ft Pro" Apprad System and ~-Dade County NOW of AMptseee (11104 CLICK HIRE i i HUS, HU,sc series hangers Fope-R'tqunt hangers available in Widths ranglrq from 1-5l8'to 3- g116"and heights ranging from 4.5116" to 11" Concealed flange version 0'i USC) availatble for modelshaving VAdtti squalIV or greater then 39f18". 12 Nw eetiestiangets Face -mount hangers amlabie In vAdtiis ranging from 171E" to 3- W- and heights ranging "M 9.1le to 18" 13 1_0113.25SOS, �GU S.83SDS, LGAJ&Z 9DS Face -mount hangers 14. LU24, L U26, LU28, LU210 Faca mounnt hangers 1S W=Z,LUC2102 Face•mounthangers 16 LU& aerrss harrgars. Faca-mount hangers available in wwxllhssrangklg from l-W 'tb 4- SIB" and heights hinging from 3" to 10-I&Ir 17 MGU$M_11[S6, MGLf5,25-6DS. MGU5.60SD3, MGU5M-SOS, MGU7"00-SD8 Faw nriount hangers 18 L41U salsas hangers Face-mourtt hangers avateble 4n wM3hns ranging from 1-9118" 60 5. 118" and hvightsranging from 8-i5llevto 19.117. 19 MUS25, ML1S28 Fade.motant hangers M SUR. SUL, SURC -SULC serieshangas SW-dfaee-mourrt hangers eyai able to w8dth3 ranging from t- 911VI 4i 3-OMSB and heights ranging from 3-1M r to 1",V Concealed ilan'geuarafon(SURC, SULC) available for all double 2X and 4X models; only acutefhulgs it concealed. 21 U series Kerwers Faae-mounthangers available in widths rangingfrom 1-911G'to Wend holghts ianging from 2-5/8" to 11 AXI FLp1011IF -RO fialProduct Model. Mum bar or Neme piedudtpascflmtfan 1 BA series hangars Top flangehangers available in with ranging from 14M 8110 7- 118" and'hoolits Tanging from 7-10- to, 3t;r'. 2 DGBF aeries hangers Top forwe hangers available In writhe ranging from "W to 7- 1/8" and heigMsrangtigfrom g-114"tc ZV. 3 DGF series hangers Top flange hangere available in wAMs ranging from l-W' ro 3 5W and heighteranging *am 7-iNItp 24", 4 DGHFsedeehangers Top flahgis hangers ovaltistiloin,01hisranging from l-314"to3- 5nl"and heights ranging from 9-1/4"_ to24": S WS, EG7. EGO series handers Top flange hangers availrbte In wldris ranging fnun.5.114" lo 13- 7/5" and -heights ranging from 11"to 524a', 6 EGO Swiss hangers Top flange hangers available in widths ranging from 3.&S'to 7- 114' and heights ranging. from 1 I4W to W- 1 GILS seniea hangars Saddle hangers evaltable 0 widths ranging from 3114" to &719„ and heights ranging from 8-11/21 to 28"- 8 GLTV serraa hapgers Top flange hangers available In vAdttrs ranging from 3-114" to 7- 1/e" and heights ranging from 11" Ito 37' 9 HB cedes hangars Top I"a hangers availWble in writhe ranging from 1-9110" to 7- 112" and holhth ranging from W to W1 10 HGLS series-narwas Saddle hangers available in widths ranging firm 6014 in 5-716' and heights fangdng non 10-112" to 28"; 11 HGLT s piss hangers Top flange hovers available In widlhs.rangrg from 3=11,V toS- 718" And heights ronging from 7-114" to 32' 12 KMTV serves hangers Top flange hangers available In wrdtha ranging from 3-1 f4" to 7- I& and heights ranging from 14" 1P 3T 13 HIT sense hangers Top flange hangers available in widths ranging from 2-5/1B' to 3- 9/16" and heights ranging from 18" to, 28". 14 HUSTPseries hangers Top fangejoist hangers available it Wdft ranging hom 3448"14 3.91MV' and holIghts ranging from 5-SW to 14-Iff' 15 HUTF.HUCTFseries hangers Top flange hangers available in widths ranging from 1-WWto5- 1/2, and heagfrtsranging *am 3-7719"'to *'. Concealed flange version (H UCTF) available;fior all models having width equal to or greater, then 24MIC'. 16 HWP series hangers Top flange hangers available In widths rangfig from 1.0116" to 7- If8" and heights rangfig.fwm 5.313!'to 28" 17 HWPH reties hangers Top flange hpngets available in rAd#mranging from 1-911ar'ro 7- 112" and heights ranging from "W to 32' IS ITS series hangers Top flange hangers available in widths ranging from 1-We' to 3- $$" alnd heights ranging from'8-118" ro 16' 19 -JB series hangers Top flange hangers available in width aft,9118" and heights ranging from5-W1 s 7.1W 20 . MA series hangers Top flange hangers available in width of 1-SM Wand heights. ranging from 94ffi16"ts 13-1/8" Simpson Strong Tle=0 FBC Approved Products Updated 12/M2a. For dired Inkstoall M approvals listed belax,CLICK HERE Far additional informistiorr reavirthirg Floods!9&tallawide Product Approval System and MornitWe County Notice offtaigitescs (NC&, CLICKHear, 5 SET-XP Adhesive AnolhorIorepricFets 8 Strong•Bvk 2 (ST82; W92.4614 vri zest) Strong•Solt2 Wedge Anchor for conan4e available in carbon steel and Tyyes304 and 316 stainless a" 7 Then HD ITH0•-H,'THD-HMG,THD-N4SS, THD-HSSR THO-CS`, THD•CSM Titan HD Heavy Duty Screw Anchor for concrete and nrawmp available with hex head in carbon steel Arid Types 304 and 318 stainless steel, or with countersunk head in carbon steel ratio Type 31@ sfainlesr,steel 8 Titan HO Rod Coupler (rH0 37634RC, THDS0034RC) Titan HD Threaded Rod Coupler far concrete 9 Titan HD Threaded Rod Han gar�THDB251511RH, THD5371581RH, TH037212RH, TRen HO Thresded Rod Holler for Iona tele THO5=4RH, THD10212RH) 10 VVbtlge-All(WA) Wedge -All Anchor farmasomy ILlfl@gOA JW Product Modal. Number or Name 1 AT-XP 2 Et -HP 8 SET-xP 4 Strong -Salt 2(STB2j 5 Titan 2 (TTN2) 6 Titan HP (THfi-HASS. THO-HBSS. THD•CSOM 7 Taman Turbo CrNT) FIMMY-111113 . Ma Pmdudlfbt*. NumberatNam 1 X34imOI651t Xf$1018,XiSlDl$-+IK, Xg1S1019,XQISI016-4K 2 XL0114T1224, =11481224 2K 5 XMQI 1461224, XMQ114B1224-2K 4 XQl14Vi224, )Mi4M24-2.OKX11491224, )0112SI224, XO11281224-2K 5 XUMS1016, XU348101"K FL OSM20-RO a=9 MactMbdel-Notyr-Noma 1 Dasca+t,9.S; DwasAB; 03SC848, DSHS 2 FCB43.5, FC045.5, FC947.5, FC649,5, FCB4115 3 FPH8034SI018, FPFL908481018, FPHS7348101t1 K. fPHSD3481214. FPH$A34B12114, FMiSD3481210K 4 LSFC2.25, LSFC4,M,, L$FCS.25, SFCZ.25, SFC4,25, SFC8:25 5 LSSG425, LSSCI1.25, SSM-25 S904.225, SSC6.25, MSSC2.2E/, MSSCA25,'MSS013.25, MSSC4.26KW,.MWM.25KW e RCKWII, RCKW5.5,'RCKW7:5, RCKMS, RCKW55S 7 S0B49.5, JCB4S,5, S0847.5, 90849.5, SCS411.4 M009415, MEC847.5 8- SCS32-5W,, SC Sinn -Wig SCSE2.511is, SCS62-VI18 9 SCVYd,25, SCVas 1D SICO25,9JC10.2%MSJQ8,25,MSJC10.25 11 SMS18 12 XL"(31414, XLSW$81414 13 X0191018„X01Slaill-4K. )(418121$, XQIEll 214-35K, XQ78SI224, 1147W 224-3K. X01.1451224, =l481224 2:SK, XQ112S1224, XQ112Bt224=2K, iM4St 018.5K, X1SIDI M XiSIO16-4K, X181214. 1X1B1214.3.5K AT4P High-Stiongth Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhesive for masonry SEr-XP H igh-Strangth Epoxy Adhes sre for masonry Strong -Bolt? Wedge Anchor for masonry Teten 2 Screw Anchor Concrete Turin HD Heavy DutyScrew Anchor for concrete available in 304 or316stalrless.steal with hex' bud. and SIG stainless steel with courdii,rsunk head. Than Turbo Stew Anchor for concrete or masonry #1 D-48 S6ong-Drive XMetal.S Ol Drillrrg. Trapping Scram with #3 Drill Point #1224 Strong -Drive XL Large -Head Metal Salf-Drilling, Tepp6/g Screws with #5 Drill Porrktand Large Diameter Hex Washer Head 91224 Strong -Drive XM:Ma41um-Head Metal Sail;DMIn9, Tapping $0rava with #6 DO Pond and Medium Olornow Hex #12.24 Strong -Dave X Me1el Self -Drilling, Tapping Scram with Iro Drill Paint 01 D-16 Strong-DnvaXU Nletal SoNLOngint Tapping Scram wish #1 DI'll Point Bypass Framing Drift Strut Connector Bypass f raMlrp Ftoed-Clip Connecter #1 Pala and #12-14 Stiung-Diive FPHSL7 Fronting-to-CFS Sett- DrATing, Tapping Sorevles Steel Framing Connector S1ae1 ShiaConneotirs Rigid KnaelNalt;enrec�r Bypass Fremtrg SIWo4r* Connector Bypass Froning,Cormoctur He*W4WsjSlds.ClipCo nsoor Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -drive XLSH Shouldered Self -Drilling, Tapping Scram 010-I6. 4121+4, and *12-2413frong-Diive X MeW Sear-DHIling, Tapping Scram N s Cn _ 0 U N E�Dt � 'a 2 N `v C C (B M Cn O 0 O O C O LL E 0 CU -N Cn -0 N 0 2. f'- .a = Cn <C OFA L - ff 00 =er N "' o 1-- u o to • ac 4 CD ati N G y Q ev -O 3 cs Y ns s as � � a 3 as R ear .`o � � � a � A O.� ED CL O u 0 w Cn E -6-0 z r� V I _ ICU O > L CL O CL L U 0 W Cl) U CIO m ^<^ I..L O L ICU W Z J Z Z Q J a 27, 2022 SHEET NO. PA 1,2 O L � Q 0 CD C Ca .� U CCD -O Q o � .� O C L O F— .� U) Q raw C O 00 N -o > sy U O of a� o '°"N o m as a�-� M o N y o Cc m Y c o Q 3 i iti d � N CL E � o a 0 w Laff� �--� Z v) CU O L O Q U O L Cl) �J CU O L w �� Cv z � z z Q J SHEET NO. PA 1.3 MIl4�1 tit` ram. sts i�Gl lnd�trr$ Inr, A�i�d.'I7+ps�I1.3�3`�3»''►�F'�## HQ1l,ADrA31D G'�E _ 1y� T (TS�j 3I.'�354� F (7$�j;� �iQ�'iCEi��.:4�C��TA.N�_(?�TQ�� �, Fc{+4 �> �� ��lDYl33��QA •�r+c P. �Ti�Jai #� �. :;�. 11R�'+tG� B. TENS t+c�tat�ntj I I�de� airR�gai�tary � � (R1rR -� FG7`Ti�ss.'is�� I�71�I�c`i��'� 1_ M�u�at�t�i`sdie;�.tavt►imgsaaui� 5. �aci`est��erC>'T�S�!tf�!-9 tv��' i� 3#37�5 (���iarf�t►�er.�f1.�# �Ir� �1..�1 ��: O� � 11'Statlic AirFtw �t, pe�FBC, TAS 202-94 E. IE�AI. 3T�T�AII��� . ?.� .=5570.�;,t "'�"3 1 3)��jW��a�t�Aesislaw ��* Test. t� TAS2U2y--A3��4- i_N�tupce�awF�� +5ca�t - - I��Yw���Np��4.�aN�..(� yy t����,�y `y��tfl�►A���y',jyt� DO�� �'T �-r T�l�1-5_ l'a+F.a a7.4".[iaWY A '—.'__'@_���y.��T� TAS �� 2Mi-7T i�e.1��%�..�i� �y.'jfT�'sy���,�pI.:,$ntcd,�fy�i�t�irg + ■�I i-6 �y�j��j �T J�'�.LaY.R�kFI 77La7iVl�A'�LWI�I _��t3Y ����{�� ,l.WySii� 1•�y��.Q�,.ff!R•'..�.i�..f7.�W1i7�1.yMrL/7'l.Y�M+w6�}0���,s.,f}w. . �•cy7�_, ({iy4�yw'}��My.g41 V ;J1,rL�� 7��� 'yfi Yl� P �_ a4i4l�YL "��iIJY/�� {,fWi��� �y �,pR�.��}� / fJG'�rG11F Si ±�i. (�!,e[� $�7M1CIi�iy � �7�i9�j`�'4 y� gip/+ +�+��i ry�ry*� (yR�iL2N I.^ � T L"1>ti., lAs7 .L,W�-,"�" q�,�.f� MIAMH 141AW-DADECOUNTY • M. sm PRODUCT CONTROL SECTION DEPARTMLNT OF REGULATORY AND ECONOMIC RESOURCES MER) l 1805 SW 26 Suvet, Room 208 BOARD AND CODE ADM 41STRATION DrYISION Miami, Florida 331752474 T (786) 315-2590 F (796) 315-2599 NOTICE OF ACCEPTANCE (NOA) www,mlamtasdumy/ tonomY Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 Scum This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ)• This NOA shall not be valid aft the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reservesthe right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" Bigh Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Perrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Perrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Perrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy offt entire NOA shall be provided to the user by the manufacturer or its distributors and sball be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 19-0130.14 and consistsof this page 1, evidence submitted pages E- 1, E 2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E., M.S. 1 1 ;7 1: f� ou D te: 20-0630.15 —�/ /7 Tupiratloa Date: 09/11I3023 p d J� j ZQ Approval Date: i1812W2020 �! f / Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD461Z titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4" 6" & 12"Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E, dated March 24, 2003, last revision 01 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.R. B. TESTS 1. Test report on flexural testing on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS L Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. x Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Perrino, P.E., signed and sealed by Craig Parrino, AE. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.R. dated March 24. 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance face. E. MATERIAL CERTIFICATIONS 1. None. elmy A. M er, P.E., ALS. P net Control Section Supervisor NOA No. 20.0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-I Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P. R, dated March 24, 2003 and Drawing No. 1, dated 03124/03 and Drawing No. LT461Z, titled "Cast -Crete 4 ", 6" & 12" LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 Lintel Safe Load Tables", sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig .Parrino, P. E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E, on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Calculations far Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236. C. CALCULATIONS prepared by Craig Parrino, P.R. signed and sealed by Craig Parrino, P.E. 1. None, D. QUALITY ASSURANCE D. QUALITY ASSURANCE I. By Miami -Dade County Department of Regulatory and Economic Resources (REM. 1. By Miami Dade County Department of Permitting, Environment, and Regulatory Affairs- E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None F. OTHER F. OTHER L Letter from Cast -Crete USA. Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03. 2012, signed and sealed Parrino, P.E, certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E, certifying compliance with the Florida Building Code, 2010 Edition 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None: B. TEST'S 1. None, C. CALCULATIONS I. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. I. By Miami -Dade County Department of Regulatory and Economic Resources (RER), D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Mane. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Builuling Code, 2017 Edition, issued by Cast - Crete USA., Inc., dated 08108117, signed & serried by Craig Parrmo, P.E. limy A. Maker, PJL, M.S. c C,/%lefmyA. Maker, P net Control Section Supervisor Product Control Section Supervisor NOA No. 2040630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20=0 E-Z R-3 N N tJ] Cu O O � U -0 L N (D Q C O O to to CU 0 (u to N CO = 2 1� � C O &.-_ CU LL O CU .N N O Q I— CU - 4O .C: (n cl- Q z z W J N N NG N w V h Q O m H 2 ~ N rs Q 3 N ac a+ x �. 0 ao � a. 0 u e Cast Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. L None. C. CALCULATIONS C. CALCULATIONS 1, Mane. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami Dade County Department of Regulatory and Economic Resources (RM. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. L None. F. OTHER F. OTHER 1. Compliance Letter with the Florida .Building Code, 2017 Edition issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast z U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. F Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, AF _ EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- co8. > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.F 0 1. Drawing No. FD461 Z, titled "Precast and Prestressed Lintel Details", sheet I of i 1, prepared by Craig Parrino, P. R, dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables , sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on January 22, 2019. B. TESTS O L 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE V CU m 1. By Miami Dade County Department of Regulatory and Economic Resources (REP). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. O L w 09t1,cam my A. Maker, P.E., M.S. Betray A. Maker, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-M.15 NOA No. 20.0630.15 Z Expiration Date. 0911If= Expiration Date, 09/11R02.3 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 --i E-4 E-5 a_ May27, 2022 SHEET NO. PA 1.4 .:. -- ... ,. '>-LeA. 1 ..,. A .-_ : -1 -- )' -. _ , 4 :., u- ...E _.- I !.. ,. J ILLr 11.. ..r - �;W �y - - -_ L ECo u�c_ TILLIT TESTING a EMINEMUD COMPANY PRODUCT lWA T TION g1,+,p U lit)• 20.D73LD1 2 22, TEST oFPORTS; Large t� 9 performed missile Impact and fatigue load testa were rformed under Protocols TAS 203 as r Beach 1626 of the Florida Buildin Code. Uniform static loads pSnralcr n,yr. A'rmtE REPOa'r TMO itLR72R.o7 g 6- MATERIAL CHARACTERIMICS. (� Shall be d EPEC Components strictly lo accordance with General Notes end Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing 1 L ECo IN TILLIT TESTING 6 ENOINEENMO COMPANY Wi1LTERh. fluor, )R, P.E. _ HIIlDo�aGl.L•Am PRODUCT EVALUATION REPORT �) `CM WATT'RR A. TIT= M,P.E, 61201, ]4LAIi+,mbNu. CPRNT as per TAS 02 Protocol. Test reports prepared b Hurricane Engineering 8 P po P p Y 9 n9 No•20-1711. Anchors specifications shell be as indicated Orr Tpheet$1, 7 and 21 of ELEm",A 14n.3b]io P V Tasting, inc., Reports # 96-589 dated 0810011996, )'f96-570 dated 09118/1996, 26, of Product Evaluation Document (P.E.D.). drawing No, 20-176, PRODUCT EVALUATION REPORT #96-T30 dated Og12011990, oil three signed and sealed by Hector M. Medina, REPORT NO.: z9-nr27.uz P_E, Fenestration Testing Laboratory; Inc. reports # 2032 dated 44/18/1996 and # 2126 dated 10/05/t99a witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONS AND CONDITIONS OF USE- DATE: July 27, 2020 REPORT NO.: 20 0728.01 0219.01-09, dated March 4, 2000, signed and seated by Edmundo Latgoespada, P.E. and Henry Hattem, P.E. 7.1. Shall be strictly In compliance with General Notes No; 1, a mm 14, indicated PRODUCT CATEGORY: Shutters DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13. 2009, on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 of 2e of Product Evaluation Document (P.E D.), dnrwing No, 20.171 PRODUCT SUB -CATEGORY: Storm Panels PRODUCT CATEGORY: Shutters signed and sealed by Frank Grebe, P.E. prepared by TNteco, Inc. and signed and sealed by Water A. Tilit, Jr„ P.E. PRODUCT SUB -CATEGORY: Sho m Ponels 2.&$i$!lCTiIRAL ENGINEERING CA.CULADONS: 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of to Fonda Budding Code. PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection, Products. LLC MANUFACTURER:- length based on ratlonal and comparative analysis, and In accordance with section lele of the Florida Building Code. Calculations prepared by Tiiteco, inc,, 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. 48M S.W. 51 Street 4000 Saw. 61 Street dated 11/03108 and 03/12/15, signed and aealed by Walter A. Tilsit, Jr., P.E. Davie. Fl rida 33314 Davie, Florid43314 1. PURPOSE OF EYALUA7[OM; 3. MISSILE IMPAU R Z� Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida Lim 1. PURPOSE OF EVALU ION: 9I This is a Product Evaluation R Report Issued by L Chill, P.E. (System Large missile Impact under section 1826 of the Florida Building Coda, as per TAS 201 Protocol. No. 44167), President of Titteco, Inc. (Florida CA-000B719), This is a Product Evaluation Report Issued by Wafter A. TINIk Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. acts, le 61020.3, Method 1 D of the Florida Department of Business and 4, tMND LOAN RESISTANCE: e,n,ur,N A`1A A. T/L V� ID # 1906) to the Global Protection Products, LLC, Rule Chapter Me. 61820-3, Method 1 D of the Florida Department of Business and Professlaral Raguhtlon. 20 Gage Galvanized Steef Storm Panel has been verified to sustain wind ••" EN( ' Professlotnl RoguMion. This product is being issued an Evaluation Report as described herein, and has been verified for compliance In accordance with One 2020 Seventh Edition of the pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15, 18,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. _ r- 44187 "s �- '* a This product Is being Issued an Evaluation Report as described herein, and has Po been verified Tor compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verity that the product is lbr the purpose Intended 20-176. Maximum Anchor Spacing shall be as indicated on sheaf 8, 9, t0, '11, 14, 16, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), Tk 7, =' ` STATE OF 'a Florida Building Cade, and to verify that the product Is for the purpose Intended least by at least equivalent to that required the Code. drawing No. 20.176. _� OAIp at equivalent to that required the Code. This Product Evaluation Report shall be subjectSs/ONAL review and revision In case of S. INSTALLATION: "'r+rHNHnuu"1 This Product Evaluation Report shall be subject to review and revision in case of rio a Building Code change that may affect Its dmitations and conditions a Builds Code Cho that may affect its limitations and conditions � � Installation shall be performed strictly in accordance with details indicated on WATU 2. EVIDENCE SUBMITTED; sheets 3 thru 7,10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document D;1 TTILTEC4 ADMON RECORDS t P. E. WORT-20 k GLOBAL PROTECTION PRODUCTS, LLC 120 GAM 2. EVIDENCE SUB1i1TTEM ?•1• t�RDDucT EVALtIATTOfi.t7ot~tINIF,NI(P.ED.1: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as =�VARIAMSTIMLSTORM PANIMORWA>rMlft Rr:?GkT012" e.01 Drawing No. 20-176, tided 120 GAGE GALVANIZED STEEL STORM PANEL", indicated on sheets 8, 14, 16, 25 and 26 of 20, of Product Evaluation Document (P.E.D.), drawling No, 20-170. YA1, PRODUCT EVALUATION DOCUMENT (P.LM):. sheets 1 thru 28 of 26 prepared by Tilteoo, Inc.; signed and sealed by Wetter A.Tilli Drawing No. 20-175, tttled'24 GAGE GALVANIZED STEEL STORM PANEL", , Jr., P.E.; dated 47/28l2020. This drawing Is an integral part t thlt� Evaluation tT '��llr Evaluation Report, AA !MI)+NNFFp T! shoats 1 thru 1S of 1 tt prepared by iiteca, Inc,; signed and sealed by Water A. Tiilit, Jr., P.E,; dated 07/2712020. This drawing Is on int Is A:. !�1/r 30 EN/r'�P �' Evaluation Report. NQ. 44187 lei 167 ttRIDP:�`�'S7 STATE OF ol% RtOR10 � r� f� ' ,cR— � 0A14 6353 N.W. 3M51fi Street, Suite 305, Adtuni. FlDrida 331fNC1- Phuvw (305) 371-1530 kDlys �� �n,,;�; NA N 1+`>•` t115S N.W. 36th Street, Suite 305, Miami, Florida 33166 - PboDc: (305) 871-1 �-1531 rAANAq)lpnri ArpnHAriM a CONCRETE� MOOD �WOW SIDARCS TIME H ON TIC n.r � parw WALL. SMALL K DrouaIII Toe MAN STR,AMW 00" SUCP.NDS. I SIOM AAEL SNNORIN OM FIaS PROOHCT FY/WHMTRON DOCUMENT(aPill.) me KM VENPED FOR COMPr1N/CE N M 04ORW SH A L K AS MENTIONED N 9.1) AND IN RZ). ACCORDANCE WITH THE 2020 (7M EDITW OF rag nMM OULOM COOS (C) to Qwks MEMO t■L amHMNTV - SL Df51ON WIND LOADS SMALL. BE OETERMIMW AS PER $KIM IM OF THE A90K MENTIONED COOL FOR A WND SPEED AS RDDIIIMED W T1E JUIIaSB01CT101f WHERE THESE WLI. K NSrM�EO A)G - 1/4-0 IAPCON ANCHORS, AS MANIUFACTIMED ITT 1.T M. 901100, INC. - iTA-t0 PMNflAMTE PEMKE O AND PANFIAMTF PU73 ANCIDI6. /8 MWUFAC111gE0 9Y ELCO CONSTRUCTION PROOLLT4. FOR A ONECTNRIAIOfY FACTOR Kd.6.6;s. USIIIO ASCE 7-t6 NG SHWi INE IN%RNMI (AS.D.) - I/A'V LAG SCR[WIS PER N.D.S. OFSM PRESSURE RATINGS NOCATM ON SHEETS 7 THRU 12, 14,156 16, 79 & 20. _ 7/16'9r + 3 /V WOOD OISHANG. AS OSTRRUTEO aY ALL PONT SCREW, BOLT A SPECAM 00, N ORDER TO VFRIY 1HE ADM CONDITION. ULTNME OEM WIND LOADS OE1E1rMMM PDT ASf2: 7-16 SHALL BE FIRST REDUCED TO "0. DESIGN MO LOWS Of MIAIPIYNG THEM BY 0.6 N ORDER TO C 1) UM" TIMM PENLiMDON INTO WOOD OF TAKOM ANCHORS SMAAL BE 1 1/2' AM 2- FOR ELCO PANDJWE PLUS COMPARE THESE W/ MAX. (".0) DOMON PRESSURE RATINGS INGICATLO OR %1 EM 7 T RU Ia. 16, 13, 16. I6 • 20. AND PAPDAM t FEMALE O. IN ORDER 10 YERIFY IMT AFglp6 ON INS ►ED. AS TESTED VE WERE tw OR S71R D. A SM NCPMM IN AIIDRAME !MINIMUM THRIGNOOD PIDIUMION Or LAD SCREW. INTO C.2) PEFERUUtON INTO STUCCO SMALL K COMMODORE!) AS PART OF THE Stamm THREAD®AME UNIT SMALL K ' II/PUILrRam.II ADm 51PESS FOR MO LOAN 03 tla1. USED IN TMOR ANALYSIS FXSENDIS S 04 TO WOW HAS REEK OEr1AhI ED N ACCORDANCE 11E1I NO.S 201L C.3) MINIMUM EDGE DISTANCE OF LAG 9CgCY9, INTO WOOD SMALL K AS INDICATED N THIS DRIRWG STORY PWWS ADEQUACY FIR (PACT 40 WOO XMISTANCE MA6 KEN VERIFIED N ACCORDANCE W14 SECTION 1626 Of A9CAE MOTIONED CODE AS PER HURRICANE RDIWOKM O @ TESDNC INC. RPCIES 66-.66W. 66-570 A R6-T70 AMC C.4) YaMRM PENETGTON W000 BUS" SHRILL K S/6•. 1/4' M20 SCREWS USED SMALL U t T MINIMUM M' LONG M FI]ESIMTION TESTING W INC.. RETORTS #2032 A 02126 , AS PROTOCOLS TAS-201, TAS-202 AA TAS-20& SHOULD STUCCO OUST. AND 1' MINIMUNI FOR WN15 WITH NO STUCCO. AS MOLL AS AMOK* TEST W of WON FLORIDARRi j tIPO0219.0t-00, AS PER TAS 201, TAS 2OI AND u M Kam' C.5) w CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD Booms K FOUND ON THE DWIPO 2 ALL ALUMINUM EXT IMMS TO BE 6063-TO ALLOY AND WOPM (UNLESS OINWNSE NOTED), SEE 91EET 2 WALL ANCHORS SHWL BE LONG ENOUGH 70 REACH TIME MAN STRUCTURE WOO SUCH PANELS ANCHORAGE SMALL BE AS MIMMOMEO N C.T). c.2) 3 C 4) 2 ALL MAMMON SHEET METAL USED AT CLOARWS SMALL HALE 3106-H14 ALAdf. (0) ANCIIM SMALL WE NSTAUEO POLDW94 ALL OF THE IEOOMDMWMNS AO SPECIFICATIONS OF THE AMONG" MA INACTURER. MEA PANELS SHALL NAVE STRUCTURAL CUAL)IY STEA. !SM A-033 GRACE SO 1RIN.N711. 0-60 4 ALL STEEL STEEL 6LLVANI2E0 STTTL OESMGNTION W/FV- Sag Ia t4YFA ROLLED). 6, PANELS MAY ALSO BE PMAL¢D IWMEONEALLY FOU.("4 0WALIMIDN DETAILS SHOWN ON SWIM 3 IHROUGH 10 (BEETS 4 THROUGH 6) EXCEPT THAT HEADERS (1) • ® 94AL NOT SE USED. 5, ALL SC IAS 10 K STAINLESS STEEL 304 OR 310 AO SOUS OR CORROSION RESISTANT` CQUED CARBON STM AS PER ON NOT M/ 00 I.1 MO STRENGTH AND 90 MNi 1'EN6LE STlE71GM k SMALL COMPLY N/ FLORIDA BIHIDNR' CODE a. R RESPONSIBILITYL K THE RESPONSIBILITY OF THE CONTRACTOR TO VFRPY THE SOUNDNESS Or THE S7RUCTIXE OHM 9aT7FR IS lO K SECTION 241133-4. A OMq TO INSURE PROPER ANCI . THIN W SMUrT SMALL ONLY Y ATTACHED TO CONCRETE, BIDCK ON WOOD FRWE OULDMM 6. BOLTS TO K ASTM A-307 GA AUUM STEEL OR AM 304 SERFS S7AP&M SYEEL. WITH 36 WO ON"M VELD STREMM 10. EACH REGULAR STORY PANEL MTN LENCTB OYER V-B THROUGH 12•-4--AS PER SEICTIOt15 6, L 9 • 10 AND ALTE94OMES NW, 7 ANCHORS TO WALL SMALL K AS FOLLOWS' 911 • IOW ON S MS A 6 t 12 10131I CTNFLY. SMALL H" A UNABLE LE A D RAOLT VESW MMOUNG INSTRUCTING OLNIER ON TDW M SECURE PANELS WITH APPUDAOE MOWFOTIME ENT DURING PFAODS OF HURRICANE WAMW (A) In r,�T�+,Hr- ME CONOY�7 , I1 THE INSTALLATION CONTRACTOR I6 TO SW./CAULN ALL SHUTTER COMPONENT EOGE6 WHICH REMAIN IN CONEM000S WM,1CT WITH - T/4•1 TRK'ON ANCHM AS MAWiACTURED BY 11,W. 131M.M. NC (Mm. Rb.D192 psi) THE WADING TO PREVENT WPO/RAM IM MOON. - 1/4' F + MMILTPORN INC. (MN. i'T Pu.) (V-S ANCHORS, AS M 14X1 RWIED I A . 14' - t/4Y A 3/4- SOA-SET AICHIORS. AS DISIRWUfED K ALL POINT SLEW, BOLT 1 SPECIALTY CO. & S 12. SFORM PANT. MWAL ATION SMALL COMPLY WITH SPECS INDICATED N THIS ORNMG PLUS NA BUILDING MO ZOMM NOWMTIONS PROWMD BY THE JURISDICTION WF47E POW IS APPLIED TO. - 014-10 PNOAk E FEMALE 0 A PAIIEIMATE PLUS ANC OMS. AS MANIUFACRRED Ef ELOD CPSTMorrom PRODUCTS. (ARM. r_3W P.A.I.) 13. (A) THIS PRODUCTEYALUMTION .E OOWKNT (PD. PMEPNED 9Y THIS PIONEER 16 GOEHIC NO DOES NOT PRDINCE 9 rMarmN - 1/4-0 Cr TAP -GNP ANCHORS. AS WNUFACIUIED Br TRU-FAST CORPORATGN (rc•.3600 P-) FOR A SITE SPECIFIC PROJECT; 1. WOW THE SITE CONDITIONS OEVXE FROM THE PE.D. AI) WOM DAKOEN A/ M OF TACOCOLWTE MS WM POURED CONCRETE SMALL K 1 3/4'1 2' FOR PONEFEMALE CONFRACTOR INCLUDING LIFE SAFETY Of THIS (►) BA ON INS PEA. P Ofl HE/9NE Om NOT Agr "M THEOK RMP"UE FOR THE SUIECION PURCHASE AND g1OM Demo M THIS D=A&'W PRODUCT O AM PANOMLTE PLUS AM 1 1/4- FOR Cr TAP-ORIP ARMORS. CONSTRUCTION SAFETY AT SITE IS THE CONTMACrORS RESPONSe0/1Y. A2) CAR-N • SOUR -SET ARMORS SHALL K EMBEDDED 7/r INTO THE POURED CONCRETE ND EVAMMEM NOD W THIS PRODUCT EVALUATION DOCWJfM WLL K CONSIDERED) NVALO IF MODIFIED. STUDOO SHALL K PFRIRTTED. T/4- 0-20 SO MEWS USED SMALL K 1 1/2' LOG OPIUM SHOULD STUCCO DW, AD 7' MINIMUM FOR WALLS YOH NO STUCCO. AND MAY OF HEADED SOMEWS O1 ALL THREADED SMn W/O HEAD. (d) SITE SPECIFIC PRQ=TS SHALL K PROW" BY A FWROA REGISTERED 04994V OR ARCHITECT WHICH WILL KCOAE TIE BUT WITH WM NUTS. EM MU1 Or IECpO (EOA) FOR HE A'MOJECT AIG WNC WNA K Rfl/ONSMIL FOR ifiE PROM uK Or THE P.E.L. CNfiNmt Oil A ENO iER 01 OS A3) 0 CASE THAT PRECAST STONE, PRECAST CONCRETE PANGS. PAVERS. STUCCO ON WOOD OWN K FOUND ON 1NE T SITE PE C WINNIN P.Eo. tT10NE[R, SMYL SLOW TO THIS uT1ER THE SITE SPECMRC DRAWINGS FOR KYtEW. LATTER OWING. WALL OR FLOOR ANCHM SHALL K LONG ENOUCHI TO RACH T1E MAN STRUCTURE KHMO SUCH PAN LS M6HCRAOE SAIL. K AS MENTIONED IN At) AND IN A-2). t4) THIS P.ED. SMALL BEAR To* DATE AID ORIGINAL SEAL AND SOMTRE OF THE PROFESSIONAL. C4614DL Or RECORD THAT PMEPARM IT. (0) m����i�C� - 1/4' 6 TAMP ANCHORS AS MINUFACIUMEO BY i. T. W BLMO M INC. 04. SKITTER MYNFACTUIER'S IABFL SHALL K LOCATED ON A ML40LV VISNILE LOCATION A STORM PANEL SH V"M N ACCORDANCE WON SEC, 1700.113 Oil' FLORIDA INADING CODE ONE LME. - 1/4' r A 7/,' CLUI-Ip ANCIHDRS W AIARIRMTURED 9h DEWPAT 1NC (HIM. r. IMO „Aid.) SHA. K PLACED "A EVERY OPMNG. LANI MNO To COMPLY WIT" SMION IMA.7 OF THE - I/4Y X 3J4. SOUD-SET AMCH*MV' AS OISTWRo`UTD BY ALL POW SCRON, BOLT • SPECIALTY CO. FLORIDA 9UKDM CODE MN. I"I= P.A.I.) - 144-10 PAIFL MATE FDA" 0 AM PANELYATE PLUS #X"O AS MANUFACTURED BY E= CTIIERRUCTON IRIS oavrm SNAIL ONLY K USED TO , DKAN PERMITS of THE STATE of FlON41t PIHOOUCI3 (MIN. rM-2071 P,..L) ANNIM - t/4• A CF TAP -GNP AMM40M AS MIANUrACTAID BY TRU-rAST CO6WMPON 1rR A. rumm BW DIMG CODE Nth w11 lg4 •,•C••.'•:l NHrrto6 8.1) MMNW FOEMNDNT Or TAPCON ANCHORS. ELCO PAIEAN LMATES D CF TAP-GRi ANGTHEION. INTO E BLOCK UNIT SHALL ME I 1/4•. - �O %T•M' a.• 20 GASE GUYANM SM InDI M PMM '• N0. 4 1B7 IW CAUI-N • SOLID -SET AN04ORS SMALL K UNI E00E0 7/r INTO THE CONGKTE TiLOCK UNIT. N 1 INTO STUCCO SMALL K PDwrm. t/4• 0-2o SCRM USED MALL K 1 1/2- LONG WYNLN /(� PRODtIC'f3, 4 EN15t, MG t' HO&" FOR WALLS WIN 40 STUCCO. 4i CIA n. -- / __-- >W4199,MROUWM� I , ) '0 A'CONCOM oI OLVAIM 1 2 Li 1I f 1 8 .0 MAN aP»q� 1 1 i 1 I 1 C �iEBKLOMCK was CONCO' TOM 0 04 - 1 1 9�rB`•7 =AMMON 0-0 A @sonmu IE a Twom X' 6) M SrJaE 3/a-,- INTO EXISTING aR XInTL NIQALMS BLOeK STRUCTURES comm Nown loom ON �• 6 rAMM n POURED CONCRETE OR CONC WART, 9 TrFNLNNCA Bj \ r---- -CAL COM %qm ANCHM \ �(�} TMG POLM l l XIEIE MNDBAE67 1- OEM a IWO M+K 6) 1/Y a4.,. Now °OU'JE'E I!'OUI1�! - j i INN 1• �•- AV tt�NTs l 1 ; ED. 1 / I En - 1 too.MIT SC-0" Arm• M M,, lW1W, ,• NAR 1 i 1 1 I2 1/2. OL I ,Ni� 1 12 T/F• at -4 1 j � era 1 1 O �IMMMN­ � aMfiM silo 1 1 1 To GAIN. "M-1 1 I 1 VT C:7It .2 E4 1 Cvwm OE to. 1 1 12 iIY OG t I __...I CONCRETE BLOCK -N - CONCRETE SOCK ♦ RBMMIED. __ ME.WNtD. I E{ I. E�. ;f-+Li(4 ._ µ p 4rP ! \ E--•GD."- ®anNO • _�L_• _T/,1r-�,I/�R1 ,1 I9M '1A/ FL1E1[ MMXIORs6 ,r E aCILWIML OF'- � ANCOM! OU 1FMmtXE ON- � , V �a n 6G OOMCRT[ RNN1016 %\ XjTT4W� a A'Fii 11a16wn .) SI16Tl, 1MMM0W n !gym 6 "OTMCYM n}����\��������YY��. . a1LL • NQy,1�9M�. �r�y��rMA/� J�1 (OB9LYm6 9GlE S/b.t SUILn am 9rALE 3/B-1 ���LM� irltts �LiOl9oti.0��INR4 ��{ AY2 SOME 1' T-✓ N tt E0. � EDGE D69VICE i a 109 MN is A i 1 t (SEE SCHEDIAE ON SHEETS s r q CLAW 11 �6 1 I ,, _.. W NO7F FOR COYeBMATON /g' IKrTt�MMR• 1 2 CIA , .a HNrN TOP k BOTTOM MOW(IINOS CAN BE COMMM M ANY WAY TO SUR ANY _- p�U KW AIOOR6 RIM a Tdmkm a) MMML- SOME 311- COMPONENTS FOR REGULAR dt LIFE SAFETY (SCALE 1/2-1-) STORY PANELS ----'----------__15.1M-(TOTAL 11oTH)_-.__�_...___�_.__..�_�.---..__, ^_. _. 15.1a6• OVAL WON}-------- -�, r -12.300' (vncr9E WIDTD t--1.9i 01- 'N' o.6S,• MML MINX 1 ,. t.isr °a s n EDGE4,HEN�` ! I 2es7 AIM A-M l+or✓Lv mcE i TAP_ DEHML .S' i T `\ ! i KIAL J FDCE > own s Rr Fa0 OH.Y, ` EDGE L■iR1l A- lid L■rM. A _ _ -_ _.. __.__._-__ '�• _..__. 1 I' - _ .. _.. _ _ _ _____.___ _-._.. -i336• (D 9 ENO STORK PANEL L'l W/ miM6 MCI: 1 tb.WIL ) �_ 1R.12AL50E'D'I WIL *0� 3�• L iVANW RIC VIEW DETAIL A ROUNDED CORNER W ENDS OF PANIMS q, , END UP W/ HEMMED EDGE. (R.T.S) T:TV - f/ir~2a VMS ! I.T ' i'"Ys- pAIIEO SAL 6T11D WIEEP I - 10 ARME • 10 ARMS • - 72 t/a• &C. I2 I/r 0.G 2.000' t.600' � � 7300' i GEGW 1 •W OESA t _t L �,,26• I p eta 4A "im WM sm NO= swill i/t4 A 2/14 a 374- E _.�._ ,,.._ �w. ,. DICK Ita3.tall' 'OP•• t.4ort.` a5. .re• 3r�.a6a' I 1.N)iT t6L TOLE iO1 i i - LV[M OnOOLA► 96Y L_ T _-1_ 1 AW e . ih A9Y 'ram .oar ® RFM TRACK ANGLE GALwNVED sEn y344"• 11LL ,6• also - -----( No. 44161 Of i__ ,2s'- t.is7s• TEo w' *0 ® KEYayN°yICKEL"PM91E eb F ATEA. 2.OD0' rY'rEEi 4 AT PAH tl, ' ._. ® rX7" Xt fLW ^IuvwNRY. INK MR HUI W/OUT ___._ ALUMINUM ANGLE , 7MONOLITHIC *APO � •NW1MUW/ AMIXTIO I791. CI HICAG MIW aEn). s !fN/IIOM7HNR,DWE V Daum COWAM OR COMPETE BLOCK REQUIRED. Q RUN HEAOER I sYiPlrt�aeII• I.pT � --_--ja•'- -- _� - WLYWM N 6NT 1 TO 2WWIMA ,M,YW�@W,FgIa IN a1 a t `Trw TC "a NO IDIDR i f , ,WWN9 NDMM J l Ma ILIXK j Eb / 0AA 1 E E BLOCK"EMAL 1 IKOICOMIf T D AB�SIAYBE FLU111 OR OF CODE E ON / r4' 1R'AE 3/M1 S ELYLTt .- OOST'"G • NEW 1' WOE . 1A11015 M t/s• E.D. EDGE BISDHFHCE INCL ALUM. TIME OR 1• . (SEE SCHEDULE ON EIo1MIC SOT000O/ R1 WOOD HATE SMCIM - - -- gem B k 9) r / Oi' �' • 1NBr r WIDE . wAWs . 1/11' AMDM, TUBE OR 1' r tAOM A _ r I P i. wooD TE 9PAGDDEW i TOP ! BOTTOM YOLRR94DS 0 o ` : # 9DRN4 tt M i 1 COMBINED IN ANY WAY TO SIN 10 QR I INID RHRA 6) I CM. M151ALIA7gN. Dorm I.c sm ,6E1A • 4•. � ••• ^C F OW I � �2' Mn. COMfRFIE BlOC7r aplUa9W 11ONIE OMxcam 1M RMm . • O 31•/ w. 9DOIRREO. NVICS ism. 4118' SECTM It-X suKE 3/a.+• DFTAIL FOR OR K*01'•.BOTMU TRAM ADACENT TO BANDS ^74' L i DB4• JF(lYP ) J@ ,3X OF" TRACK - ,7wr 41-ED, 306 SUM ONE. To i 7710_' o FLAT PLATIM WITH STUB END CLOS ES DETAILS M WS KLAIM IN PQW CMEFEL CONCKM a= OR WOOD VALID FM RFGLLAR. LIFE SdtFEilf AND E-7 NM SiCRM PANEL ®®SY W IN. I 'rP�i � H.Ia,WrW.'ANFWL„ I Lb MM ON 41? INC -�HIM 4Aa aMAt i j i' ` 1 at- Gr-"' CARE ■ (PLANT tow wr r•r . T �N1rsI i3J"+p •® r�,,� �,�F, SOW us-- Il'a,W�yNL r '�',':..i. \•.\� ♦ '� .Slow WAW-- �'�'AdaAY�j, r 4•WH.W a NUM t-.(p4W11 1� CASE E fPilW1 tCNt�t6-1J/ MT Large missile imps[ tests were performed under SSTO 12-99 standard as per section 1609.1 bf the Florida Building Code. Uniform static toads as per Section 1709.8.3, r AS7'M E• -MO. Test reports prepared by American Testing Lob of South Florida, A$Pbd # 0914.01-01 dated OS/11/02 witnessed by WfNism R. Mehoer, P.E,. $ortz Moroz, P.E, and Henry Hattem, P.E. and tteport NO. 0219.01-69, dated February 26, 2009, signed and settled by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Large n1loalle impact and cyclic loadings per Protobdts TAS 201 Rtt 203,as per section 1609.1.2 of the Florida Building Code. Test Ispod prepared by American Testing Lab of South Florida, Report No. 1123.01-0, dMed November23, 2010, signed and sealed by Jute E. Gonzalez, RE Tensile test report Nd. XM-198 by QC Metallurgical, Inc., dated March 13. 2000, signed and sealed by Prank Grate, RE, as perASTM E-8 and Tensile Teat as per QC Melleflurillftl Report No. tOKM-1318, dated December 11 201D signed and sealed by Jerry Joc'lofano, P.E. as per ASTM E6. On 24 Gap Golvarbod Steel Stamm Parisi for maximum panel length vs, design wind load, as wdil As maximum anchor spacing vs. design wind load And panel length based oh rational and comparative analysis, and In accordance with section 1804 of he Florida Building Code. Calculations prepared by Tlitecot Inc., dated 12tl WiD and OK7113 (for this revision), Signed wild sasied by Water A. Tilit, Jr., P.E. Large missile Impact under section 1009.1.2 of the Florida Building Code, as per SSTO 12-99 Standard and TAS 201, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shell be ax indicated on sheets 3, 9, 10, 11, 12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No, 20.176. Maximum Anchor Spacing snall be as indicated on sheets 5, 9,10,11,13 thru 1S and 18 of 18) of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gaga GAivarllzed Steel Storm Panel has Won Verified for code compliance to work as a ndh-porous storm shuns assembly, as par SSTD 1249 Standard. 3 Installation shall be performed Strictly in accordance with details indcated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing. No. 20.178. Minimum separation to glass shall be as Indicated on shoots 3, 6, 13, 14, 16,15 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. A. MATMOAL OMBACTEFHSTiCSAND SPECLF'ICATJONS- Shall be strictly in accordan is with General Notes and Components Indicated on sheet 1 and 2 of IS, of Product Evaluation Documant (P.E.D.), dravwtng No. 2C-175, Anchor specifications *hall be as indicated on sheet 1 of 18, of Product Evaluation DO Aurlent (P.E.D.), drawing No. 20-175. 77. LifONSAND CONDITIONS OF USE• 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (RE.D.). drawing No. 20.173 pre red TdteeD. inc. and signed and sealed Walter A. T9111 P.E. pa IS' � by Jr... 7.Z Product shall not be installed within HIGH VELOCITY HURRiCANE ZONES as defined on section 1520.2 of the Florida hiding Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and Wood frame structures. Product Evaluation Report prepared by Walter A. TIIItt, Jr,, P.E. (Florida License No. 44116n President of Tarn, Inc. (Florida CA-0=719). WATt4L D:, TILTM0O AOMON RCORRB U3, E. REApRT.20 G&VANUED BTPELSTORM PAM 0111W7020-1761 1/4. 2/4, 3/4. 4/4. 5/5. 7/S, t1A1/10. 2W/10. 3W/10, 4W/i0. 6/5 SMr/10. 6w/11 a 7W/11 r MAtf ANCNOIS: FOR COACWE SEE SCHEDULE ON 91EEY8 B • o r Mw_ r•t' MNL Ft M WDOD SEE sfC110r15 ON SrtM 10 it 11 -MI - i f - r-7---f_7-77---�`- r r-r -1--r r-j FT-77--T j i OF 7Ei) PIAE.S • ''� BI7_TED PANELS W/ 1/4a-2oA1' (SEE SECION3 AS J �'� _ ILS. 9:I.W/ )/S' . 3/32' [SEE SECTORS AS J.��L.__J.��_APPLICABLE) ' _l ED V' r MDR- 1/4, 2/4. 3 4. 4/4. 5/5, 7/5, i- r LIa_-; t• �"' 2W/10, 3W/10. 4W/10, /W/10. SW/10, aW/it 4 7W/it I_ -_..ANCHORS: MR WNCOM SEE SCHEDULE ON SECTS B t a FOR W000 SEX SECIIONS OR 91EET8 10 a It REGULAR STORY PANELS (1) ELEV ON M.T.S. 2M 1/4' M.M. GRIP Of a GROW •t WHALE WILLM GNP �'R• MAX /,,,lIe� 3i % FLORIDA 6UNAM CODE fth V41oft Hurricane ZITW 44167 4'w °LmL 20 BACt GAWAPOW STM SiIDIIM ►ANEi. DOWN an SECTION - _ *' AT*E PROTECTION PRODUCTS, U.C. 07 MTs. ; w IL E 1.O Eae.OLO"L n••-' Oltl well LW at f1IRT F., SAME R SAI4 F A. sip__. A. _1F PROW 0")=-Vm Two Ooo)Iw-m7' YO an aH ... W �G M S a Ap7QRAi� w.. ww YMN A r s NILM A i.. Pl r - alb 3 LM EA L-i •A 0 •i.11l�-M•: it R- J • 1l. • • TAIL N :N I as]; 94 •. 35-! •. 1 : �i11 a� t i i �,�OII® WMfpEE OR i9YC1lR BIOCT 1LWIIMRD RCUALLAIM 9oWE 3 Y MM, A '-srerb - 7nW -4�:1J4'6/IOA3 J' BOLT P4 MR W i2t O.C. CORMCN2m®ILE NA" aO" afD -OOAcrta an W<OIR® ScwE 3/B•1 E.D. - E00E DISTOM FOIE CDEWMATIOY Or S 0EE SCHEDULE ON N t BOTTOM moumn as SHEET 0) CO OMM IN ANY WAY TO SUTr ANY 067AJ.ATI0N. i - CONQWM MCC MB �.-- tour Sam" ON �1NMo 3HItn I) .. - MENGR[tCO'ROC,tE 01 RroulRn I s i< PI rA A,A24R Pp1 LLI.CEIE TRA •3PNAAA. ON SHEET ■ FOR WOOD SEE SECTIONS ON ON SWEET 12 MM" EAU BE 111"ATM scALE 3/32•-, 1/4- IDOL. OW 7.6T QDA COUP -1 WOW WI LEY) — �; IIA4 1/t' MAX ffM.SIECTM )�/'a, L SOLE 3/32'.I t4 W N ..0 j CD U L a) O� o Q ca O CU 0 ca Cn 0 L N = 0 LL. CU 0 CO p CU > An-0 0 E a)co Q L Cn 0 .� Cn Q Z Z W J ac Y:. tN so W CD u i N 4n MIL � 4 N 9fi To Qr 9 � � •,E.1 -X Cn.�.., V =3 ICU 0_1 C U CIO O L. _ 0 ICU LU Q Z Z Q J SHEET NO. SH 1,0 IIJ 'I 11. p. . . I .. , . F. 1, rill f J.! if I rill-rr!q 11 1 r 1' 1 11 7-r I 1110MM" 1�111�1111=�Iw fww�"_Winiq MR7 W OMM 1. 3 IL - ON c,oMool'it ANCHIMS off umm" a 0- KW liall 0 & 0) VJ.1 I W-1 11 1;Z A WNW [#I 11RI i 1Z re1FQ'PfMC1 i I MERN 111111 lonscomuldwoul I 1/,V M­ "AID K= som Now =w I I sh pones."^L" T cii,, w 4, wil"No Mum UK OF 111-14 DITAL 2 MULLION SICNEWLE M_ MULLION (FL) • REDUM Mk% TUK WALM - -W" 4 4*-r 2'..V 11r okwLAN or -error To jr-IF 2'. IV . 110' 15 1.11 -:19., i&7 OPOOM fm,i; wm- MULOr SMTK 19TWN0 STORM PANELS; ON TOP on IT I TOP OR borm or OPO" IONS PANEL OPDM W/ TUBE TOP III NOTTOW WALL MOLINTM IMSTALLATM - ALYERMnW 2W SCALL. Ile . I- 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WTH A.&D. DESIGN LOADS LAP TO +55.5. -72.0 p.9J. AND PANEL'S L04M up To a, -a*. 2. FOR NEW WOOD FRAME CONSTRICTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL I TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ----------- 0 00:09imol 1111 ON IIF 'A Lug" FLOOR MOUNTINI WALL & FL= MOUNTM DWALLAWN - ALIMMUT-M 2L9ANAAVQ8&_-_AL1fJV&1bM_W (SECTION At TOP IS UNITED TO +36.3-67.0 MAX. WAFT 1/4* 1' A.S.D. DESIGN PRESSURE RATING) = vlxrs� FLOW MOINIM N - SEWWN "W SML- 1/4' - r comcmm Room SCHM" 101-N" ow 14) CONDOM AN 011111 ON-,\ 14) FUN OONONM N$D*M m 1111114111" a" ow I me WOND omm M1 SOCININ, LMSHIS is 1, POUM +A 2/4. 2AA, 3/4 OR 4/4 1.2 & IW/Is r r = ovicom mam .I �I '11' SN" Im W. 14 me won) P-1 I "YOM mew Now r R to mum 1-1 I'll 11 11 11 1 &4II;M N 111 11 (MIX At 00 POO DUALS r comoran aR 44A 2/4 20- 3/4 OR 4/4 L*I. 2: W/15 Lipm, & IW/115 70WX LWATION I' ONALUPE MFOY PANEL Oblicom mxmm am 3,11117 14) Comwx comcmm AMCHM tw wmcw, AREA WIND In W" I FMAEL3 A 1'. DULAR Cot 0 'ISSU= OPTION ill FOR WEE SAEETY PANEL (1) & CIA LOCATIT NOTEIscLow) W__gm SWEION P (SEE NOTE I a Twom (1) To or Namum As PAW MW PANEL worm owl STORM W K= 70 In INITIALUDD Oft IDIOM FROM NINE OF SrMXW SMw 4) ,Tz ELEVATION WALL MOUNTING IN mr," AND SCNX SECIM I SCALE- 3/8' SEMEN 2 SCALE: mr - 1, op N= aM 1. LWt UFM STOW PANEL CAN BE LOG90 AS AN END PANEL (FIRST OR LAST PANEL) Olt AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS) a� ImEn pains - LIFE SA" PANELS WAY OR MAY NOT K INSTALLED ADJACENT TO REGULAR PANELS sm 11011 1) (WOR W10 REQUILLMI TRACKS.) 2. LIFE PANG CONSISTS OF MOM* GALYMM STEEL STORM PANEL AS SECTION B-6 SHEVI 2 Of DIMPOWD. j�� 50" 3/32--l' ,3 THIS ITSELF TO In REMOVED OR W49TAULD FROM THE W49M 01 STRUCTURE J. LP BE j%11M ,X ;T� MTO WME CWO� 0! COMPONENT K INSTALLED WALL ON FLOOR MOUNTED FMLOM=Nr I a ftTmmi on L gq\ 2 ON AS WELL AS DETAILS I & 2 ON SHIFT 14. r FLORM DUUM CODE (1102h Vol"Ity III 4. us". LENGTH PER CONW-c4DG It.'- Me.. ANCHOR SPACING WAN00111AGE AT BOTTOM 5 GIVEN ON .11COO IlLum W_ 20 OAK GALVANIZED STEEL STOIN PANEL SCIEDULES �& 2. SHWT 14. COMPONENT 1AAf IN PERMANENT Olt FAMOVII&E. E =AALS FM NWALLAXION INFO w000 FRAME QUILDINGS rM SHEET 15 5. SE s AIE 0 PROTEC" PROKCM Lu 4w &w. M39M 14 6 SEE SHM 4 MR MAL APPUCABLE TO THE NECESSITY MR THE INSOUAMON OF no- *oXnn:z a'mon"m SPACERS AT TRACICS INSTALLED ADJAAW AND WYCIND TO STUCCO RANDS. -- ----- MAXIMUM A.S.Q_ DESIGN PRESSURE RATING CRA.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH *0 SCHEDULE VAN" ASA Ulu IDIOfN ug- W. r" ARM --row *UA _?" Ir-r On LEM 2 IA• UNSIMM I THIN) a A 7 a71_4` TO lr-r M_ 2 31r ummiw I TIM 3 a 7 -LIRA -M Pg-r TO 11,_r IML 2 iff +43A. -46A 121-11 am LLM a W • Slim W/ W& A WOW N VIEW It MkDWN Or TWAIL MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f-) AND CORRESPONDING MAXIMUM ANCHOR W-INSCHED= FOR RJEWLAR ST010d PANELS Q) & Q INSI&UTIOM INTO EKWHO CONCRETE & CONCRETE BLOCK STRUCTURES We ONLY Me PAIRMSM& a WMALLMW As PER swrois I THM 7. ON own 4 & M MOVINKIN A". DOM PNNM wmw awn wil"s me ED. - 3 iff APPLICA" M I&MONS 0 & AW commwmm OF 10" IM`= Cr IWL-Ow CALK-01 pwdLon FBME a pw&"E FM 70 cowsm 70 commw INZ v W.Wor ONDIM "M v cowwor KIM 10 To a= To CONO" CONCIM am r II/A WA "/A r fl/A r 4* '. #A I 1. r "AA MIA, r r r Ir r r I OWFOM) r "/A NA NIA r OVA r N/A IF WA a mm r WA WA WA C WA r N/A r WA a am" .51A -72.0 r WA WA */A r "/A N/A IF MIA 3 A, 4 OW) r-61 OR LDS ON LM WA OVA 1. r 3 ou"oho Ir WA WA WA r N/A 91 WA IF hA 7 WA WA r IF Ir r r r 4 & 7 POITTOLO N/A WA 42 Iff 6 1/-' 12 Iff a Vv $1/4- 41/4. 6 Ile 61/4- 5 (-/-rw sor "M is & of To ANgton M a SPACING; FOR MOLLA=M an no FWW snow =A OSv= ART famm ON INS SCHIMNALL MR LO LM WADW W ANAWtVIND 11FAC11011 MM ON ROOM" V lot OWO MVM JOIN THIS OPOWM 10 RE POMME JIMUCID SPAM GNW= Ulm FWFOR owl wir IS I= TWA wopow 11IMM mmo MR am 1pow TIPE a k*NM UMD& ORION! Tdqt 1/4'6 1/4". I/r. 'A% I/ro I/r. -MO. pop-mille - . Oil, MUM WAME 00 3 3 3 3 "n 3 3 1, 3,/2 P. -3 =WL ML Its N61NR I I/Y o'Ir INSTALLATION DETAILS FOR REGULAR PANELSni & (fA INTO EXISTING WOOD STRUCTURES r ED ED[ 3 a.e. tot Eq I Wave vmom NtERNArnE 1w 11111 SCHEME ON ow a MR 61ML 99PMTM To CLAN, oil, en ED ED 9 ED w go IL 4mom ILIL 0%, w ALTERNA7M ALTMATME 4W PLATE a or ".M SCALE 3/1-1- sokE 3/6a1• NWE WJ"VR TRACKIS MW 5MM RM CLARZY I h= 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.0, DESIGN LOADS UP 70 +55-% -72.0 PSF AND PANEL'S LETOTH UP TO r-Ir 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN Poe No. 2. W/ SPECIFIC DENSITY OF 0.-55 ON EOUAL I TOP & 907TOM MOUNTINGS CAN K COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. DID Ivr 0) lei 3114M 7w 010), [Ij j A 130:1 11�61*j �Wj Ij 81 L WININUM ASA cam PMNM u lifficall or %VIM CAMI-40 1 foam olow v p" APPIACANX TO wtvicills IF a w osgowicin c 01 1" WaMRM PANEL UMM VOL) Ceeiro ==I' M 70 To ro M&K A. W&M 10 comcmm FiE W COIICNM woci, DO suic, r N/A N/A WA MIA -a- MIA r I N/A I -710 W-W OR I= .96.0 -72.0 61 N/A N/A N/A 9* N/A B- WA 1. N/A 1 41 2 (TOP) W-Or To r-r 1 '. v -ir- 1. V 7 1/2' 0' '.•9. 1 (BOTTOM) - WO -72,0 1 r. N/A N/A N/A NIA rN/A a TO ir-ri I IT. 1 4* r 1 8- IT. r 1', WAMUM ASA DOWN PrAWJK "t Aura M. MW* Wr WM. PM W 6 404 CORE I MIND 0 r Mil, IM W WAMO APPLICANUE TO Z=THM14 r =r-L __1v5w_ COCAM CFA)t OF 449.2 -613 1. 31 4 Ilr 4 11r 2 (BOTTOM) r-81 an LESS +523 -1141.0 3 3- 4. 4" 2 (wrmm) r-6' an LESS +55,0 -7LO 2 1 2 Ilr 4* 3/2' 2 (surrom) r-4- OR LESS 55 0 7u 2 1/!2j= 2 1/2* A A N/A VIA . ALTERNATE LOCATION AT END PANEL OR &_/ 1/4' INTMOR PANEL -END PONS. DETAIL 2 FLAOR MOUNTING JNSTALLATION (APPLICABLE TO SCHEDULE 21 SCALL 3/1Ir . I' MAXIMUM A.S.D. DESIGN MSSURE RATING (R-21) AND CORRESPONDING MMIMUM PANEL LENGTH wO SCHEDULE cy W I owalm FM L*X Sam slow PMIU SvSrOJ ON WMAIM `,Z& SOY, - 4MA -Tan lt-r 13/4' m 11410 is FOR NCH TIME At skum FOR semumm INTO wm M44 MAN & WIMUM ANCHOR SAACIMOS AND , M OW OBOM AK "WM Oil INS 909MAL FOR ED. un THAN scom ON RDOV" RMyCE aeon gpoem Er WAIPLVRA SPACM MM ON SCHOILILE W TW FUUMM FACT= FOR DO OPERATION! VII K MORRILL 0101110113) WOO OMM Lr VACNR SMALL NOT K LEM THAM W11M4M YVAM 1M1NCWWO FOR EACH ANCHOR WK AT OCkVft LISE141). AGE.im /4. 1/4. 1/4% _:ILO ; OL 4111111:111 wwo N a 3 3 3 s 1/2 3 3 3 3 3 3 ?A 4 IAM 111, I= mown FAWN I jr 3 Iff i fill (" OKY IN PAN" AS PER SECTIONS I TIM 10. ON SMIFETS 4, sit 6) kum" A&IL OEM PFASNK OKIN 10-0 IIADRr ANMOM WMM M EA - 3 Iff - APPLICULA TO SECI I& ANYcomenvAm or INN NINO" Pon LOWN v CIL) INIM OF TAP-ORIP I 00-A F$mpAim nmu So PMANME pun INCIA) SET 10 CONCTIM To Oftepan @I= To WI mm To oomewt SAN TO emotm 10 C1W To co"ONEW 10 Comm am To CONMW 10 CONISIM SLOW To cocam To comemm 1111,0011 1. MIA N/A N/A 6. N/A a" N/A Ir N/A N/A N/A I (TOP) N/A N/A n. Ir 1. a, 1. 1. N/A N/A I (BOTTOM) a- N/A N/A N/A MIA 1. N/A r MIA N/A N/A 2 (TOP) N/A , N/A MIA a- N/A 5- N/A 1. %/A MIA MIA 2 (BOTTOM) +55,k -no MIA N/A MIA N/A Ir N/A 1. N/A N/A %/A 3 111 4 (W) :.7'-5- TO W-W OR LESS 4. N/A N/A Ir Ir 1. 1. 1. 1 ir */A N/A 3 (BOTTOM) N/A MIA MIA r N/A or N/A 1. N/A MIA N/A 7 (TOP) 4" N/A N/A 1. a" r 1. 1. 1. N/A N/A 4 & 7 (Wrom) N/A N/A 12 11r 6 1/4- 12 1/2- d 114- 6 1/4- 0 1/4- 6 1/4- 6 1/4' N/A N/A S (TOP/00"ONT) #.-WA. -53.3 N/A I N/A 1 12 1/2* 6 1/4' 1 12 1/2- 6 1/4- 1 0 1/4' 6 1/4' 4 1/4* 6 i/e N/A N/A 5 C�W/WWMMOM) -4r TO 1/•-2' o-S&A -7LO N/A I N/A 6 1/4' N/A 6 1/4' N/A 6 1/0 6 1/4* 6 1/4* 6 Ile N/A MIA -6 (Top/sonw) '-W TO W-2- N/A N/A N/A N/A N/A N/A N/A N/A 6 114- & 1/4' 6 114' 1 5 1/4* & 9. 10 "M *43A -45.0 r IV N/A N/A MIA N/A N/A N/A 1. a" 6 1/4- 6 1/4' 1 5 (BOTTOM) ON LEM 4- N/A N/A N/A MIA M/A 6. 1. 6 1/4- 6 1/4- 9 (BOTTOM) 121-41 OR LESS N/A N/A MIA MIA N/A I N/1% a 1/4. 6 1/4, 6 1/4' 6 1/4- 10 (BORON) WE SCM 106 11 AND 12TFOo R ANDW OTYPE A VACPM FOR MMUAMS KM 9= "MM[ SUISINS. MINIMUM AikSmit SPACIMNS AND MOM* DICE ONDAU ANT #MOM 00 749 SCHOULL MR E& LM TWA NO o oil woDU1E I== pi"m swm wr Akoft"o SFKAM SA ON godo" or "a roLumm WOOL Aw THIS omwm To In mE L mm V*"* MAMW us" W" SHALL &W WE LESS MAN MINIMUM 9PA:00--W"n FOR EACH ANCHOR WK AT ANCHONS - 4BO TIRE 1/41. 4'� f/011. IA-. 1/4'. 1/4% VIACOM , _!L _ Cr 1110-41100 ovooOU 3 3 S 3 4 vii 3 3 3 a 3 3 3 IA 3 3 3 N 3./3 4 3,/7 jo r IJIO too At INSTALLATION DETAILS FOR REGULAR PANELSCD & (2 INTO EXISTING WOOD STRUCTURES ' T _ T V4-10 PANIELVATE PLUS 00117010 WQW 0461411101 Denim WCOM WDM Ders"NO WOW hom ro • _A HIM Omer sm 0 6 ,M or 6 11r CLC & 1,4e cLc p Mb, INNIND HEADER cp swK ON ON w UNWAI an SHENT A 3�w a ma MR MIL R iiwZ To ro 0WIMM aA!L GLAWL PANEL LENGTH JA M" PANEL LENGTH ------ M.. PAN& LOAM (SET Nom 1) MIT NOTE 1) (SEE "M 1) M i ; - vs. w/ 7 56X 56% ( MS R/ 7/rW . 1 56S or v or OF MAX N t 0 niff Oz.ri Is 4 Ile= A J ------ I or CA W/ I 25,4' P 2W "OD_ r.e WOOD WL .M 1� -i - 1, t " -101 PAT111111101 PLUS PUIrrVA7m A; REOLOW 4 _114 i M0111113114 OF HATE 1 MO WIDTH OF PLATE I &IM AT WOMWFM OF PLATE ONNECT I MOUNT CALE 1" WWALIATJON SDWJ= INSTALLAMN 1. INSTALLATIONS FOR ALTERNATIVES BW, 9W & JOW ONLY VAUD FOR BUILDINGS WITH LS.C, DESIGN LOADS UP TO +43.8. -48.0 p.l.f. AND '00" .111,01 PANEL'S LENGTH UP TO 12*-4* 0 Pk' A' 2. NEW N WOOD FRAME CONSTRUCTIOft WOOD MEMBERS TO BE SOUTHERN PIE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL FLOWDA BUILDING CODE (Nigh Vowlemoft a* Zoo No. 41 tan IUM. M 20 GAGE GALVANM STEEL STOW PM Vt. TOP A BOTTOM MCIUNTD= CAN BE GLOBAL PROTMTION PRODUCTS. U.C.- am_ COMBINED IN ANY WAY TO SUIT ANY 11dic 0 Ing- 4m = 51 saw INSTALLATION. At 10 IMML ft� 3311" .... ........ TLLIT =9& P"M 064)011-M4k Fft (INK)UP-4170 20-176 LpSiILL. am =IrMLAP" Will" ft st4ovowomfta Pt J �� 1 , , T NO Sim 0PRi2 76 1 ==AM JERNAVVE I ­01 ED ED ED to WOOD PM ALTERNATIVE 3 ALTERNATIVE-4 f14%ILWr LORD WM NOW III 1I61.-Mr &S. Y.S. a W AC. ON ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATION 1/4-0-M Ponwx " Wa 0 OR MWE ru visaim n a r acfe Z=lr ar, swa 3x . I' PLM "M : 11MITIN IIMM "Oe 91111101 fO11 CIAPW WALL MOUNTING INSTALLATION ALTERNATIVE 1 Una me - I, AM !�ANEZY P=91111 BUILDINGS Wift AXAL up To -12.0 ollf LOWN UP M r-r. "ON LEADS 2. 1" M, No. NEW AW, WOO/ D MCI)DAtj� WN On wift- OIDD MORRIS 70 K %MflMM 0, CD _c_- CIO -cu > 2 0- 0 '0=3 0 0- to -0 cn a) - 0. C-n 0 0 = cu = 0 0- M U- 4- 0 > cn 45 E E a) 2 J=_ ccnu -0 'o c . - cf) 04 C) A2 -cc 1=4 a 3: "M *9m _5 cr_ 5: - cn a� -IIININNINA cf) cu 0 L_ U) 0- CL CID 0 co 0 OL - cu M Lu z z SHEET NO. SH 1.1 ------ -ANCHORS (SEE SECigNS ON STETS 17, ,a 19 ! 20) Ir W% jaA/17, 4A/17. WIL 77. S11/19. 1' MIN. ' I wrpl, Tar/» a w►/A ' i' 9er/M Twl/1+ a 9wA l Fd t i 10 --- - 0 0 0 0 r NAIL 1' Wl LF MAX _!_. 1_..C-- ,1HOTN PANEL tSEE SCIEOLN.E) .,_ . LIr form coff""Mm p ;X. 9A/17. 0/11. 6A/,L w W a Haar a ROTS M6 O1°'M`�ry7. 41y1t. !/1L r M��K M". MWWN. Will a 9R9/w can= Ma/If. 7M/N a Wm/= ,• mm, .. _..----- --ANCHORS (SEE SECTIONS ON SHEETS 17. 10. T9 a OPTION A2 FOR LIFE SAFETY STORM PANEL ELEVATION WAX 7/,r.r IH• M W Euum SECTION A -A SCENE 3/Ir-1. tm 1 1 N '.( *'�.N I I L ltffflm 1, iNL I • -H.W1,11 , . ■ MAIIMUM AIS.D: DESIGN PRESSURE Max. PANEL LENGTH L (Tt,) MINIMUM SEPARATION PANEL RATING (p.W.F.) (SEE SECTIONS) TO GLASS CONDITION +55.0. -72.0 6'-6' 2 3/4• UNBOLTED - t SCAN 7A/COIA r 0.0 - / W UP= S r O.C. % _ 1 1 W. 1HNNADED Ai W000 _I /' , t W. THREADS) A WODD HEADER \: / I '\ 1� WADER r i'Lrwr. Sxrt. i OR $*la w PANEL I 1BELOW) (NEE HOE R6Dw) WII wH WIII •M• MN, tlSTIMID ,wss- 38.04100 .IDLE � � _. - _ f - 't�__' - . %- t PANEL ICON (EEL N01E 1 max) MOLE" tN ow 11) f I 1/4• , S.a MS 1i1'f -� r alit weIG NLrr ! I l '� S I2 I/Y O.0 I i �•- H�LR WIaLER (!'HIDE) - .• 4ti larcm 0 r O.C. 01 SPUD) I { i �, �f 4Y TANO0A S STUD) (W9TFAtCDWDW/'MiADlO -'_;'•, 1�igN N AGEDmH a NOWO ` l.�iOr I T 1J "• 'b�TW At WORM U PLATEl, aP PLATS l.__ ALILENAME .j�`rWDDD PLATE A SCALE 3/6•-1- SCALE 3/8--I" T 1. INSIMIAY04 ARE ONLY YILC FOR BMDWGS WRAP A.S.O. DEMON LADS UP TO •ASA -72D PW RIND PAWLS LENGTH! IA 10 Y-r. 1•.+ 2. FOR WW WOOL HLMK CONISIRLICI101A: •COO M EWIRS 70 6E SOUnIUMN PAR NO. 2. W/ 3PWFIC COMITY OF CM OR EQUAL * �• '- w . - / 1//t r MAYlIF1E o r ` f '• WADDI TpN AT W000 ,� 1 0 De9I1IG 1• M.x mAss� PAWL LENGTH f■,a No,1 , In eln 0 r O,C. TMWAGED T WOOD tit � i r'MrH'•, Ij i 1 I ' r1. >eaw.Usr ,o /IA9■ Off CWWA OM SI@T W i � 1• „L FENNEL LENGTH (SIX NOTE 196OW) !jl J�-7.T2WOL7..'1 COMPONENTS, FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS (SCALE 1/2-1') r-2.591' (TOTAL WNAH) -- I- -22W I /,t ,-,.. T--,. •-•. r160 , a'°°•1244 2, "•'iYw'r ..., ,EMIED TYP. -\ AM A-4113 ORAL AJ i cow so 0-09ALv. `R A - ---------- _ ------ 41Ar _ - - _ Nzs• T 9102M PANEL i PANELS Do HP ' LOA)a• ISOMETRIC VIEW DETAIL A ROUNDED CORNER O ENDS OF PANEL'S END UP W/ HDAMED EWE (N.T.S) L -� O7 3.3t„ti'(Mm ,j ALUM. ANGLE �• os5• (TY0.) I H---.74r--- O OP a T 6963-13 Alum. ALLOY y12S" 2.o0D• -.r TRAM RVERSED •h• TRAGIC -, ,MOO- I- ARIr 3,750• (T7P•) 1 71W 6061-16 Akm ALLOY Q' O Rs11131M NO TRACK �25• 2.00D' .125' 0 2'3Lsr(Wax.) ALNlL_ANGl1E INSTALLATION DETAILS FOR OPTION #2 F-08 LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES - E1 4' TALON ANCHORS 1 4CO ' UPON MLH, 4' TAFCQW ANCHORS TAPCON AKaH0114 r O.C. O r D.C. �r 0.0. lr o.c. POURED t POIaED 1DIRICIi$ PQRRD CDNDNIEDE j PQRwDON wca REoueD 1 1 1 ! 1 ` Fr (` :�• � � ED.• ��-1 i . � T� r W me ' i I CLASSQAos Q1tS5 I cuss CLASS Ir Ir v pbl 1 _ 1 IL I Hi coy E.oI! �' IEu4 �En• _ I 3/Jr WOO HUT S 12 1/2. O.C. i 1 4' TAPCpI0. IVa,YIGRt C. ('SRAOGEO W/ SRO) i 2 s/SY Ww WASHER (6EYONO) , .' TAACOi ANCHORS OED (SSaOW/ SEW) i 1/2• -J �� 1/4Y-2A3 4'9.5. YA W/ r.- . "-Y/r4.7/32(WIN0 NUT Havel 1� o ,2 1/2• D.C. +/4' TAPCON ANCHORS , Ilr - 1 4-0-s0+5 4'S.S. M.& w/ f 1,.. _. n".+a1>z" ERNE. MR WASHIM i ise+row) I 1 4' TAPCON i • . 1/2' O.C. !..._.P9LOID C011CLTE 6l.00K NEKWM WALL MOP=MIA lAT(e3M :.__..POURID CONCRETE CONCRETE REQUIRED �Cx kn,ccJ M 11�1QTA1�,MEW .._-POLPLID COIICNEIE OR CONCRETE REQURED BLOCK WALLMoi!ff�,Jq _.._ESRNED COHCM CONCRETEOlt OR 91OL% NEOIAH LL�LMN 0Xoff K .A7LTEIY SCALE ;W-,` �JiLi..a SGIE 3/1r-,' � � WALE 3n•.1• AV ,� PaMEL SCALE 31r-1- ffi •dR 15 • m AOR AWaM INK • AN ANCHOR TIPS '/4 - 7MLWA 11 Pal Nsu■unoHs ,0o WOOD 1r +RaNN ,AerS a.l , NOW 11,51NIAN 111o1OR WaACN9t ANO IMMY VON L ANCHOR LOSE IWIMM W 44IMM ON TW 4fWANAo OHMIC ♦N 3 9M US NO EAL ,>W TWN NNR2110D ON Soma RSOm ANCHOR WOOD IN AROMAS OWN@ SWWN ON Odm" "NAM 9s,► a.t � 3 AURA Y SM 010MINDrIW1011 Sr M POLLONSIC MICRO. FCI Ma OPCR9,O11 TO SE FMOL W01M --_ a I - _- _._.. __ . r - .�. SFACH: ammo MINI FAGOTS SMALL Hot SE IDS TWIN 1*M/A4 JAZZ 000100 MR FACH ANCHOR Tim ON 1N9 9CHIEOUIE .,_I„ I , �SCSI /TA2PCON • r O.C. THREADED . lR'FE7RAMk AT WOOD TT WOOG 1EMER REa� l � i m 1 r. >oN■LTWN .L. Td TANS PAIL LUIGM a th I [SEE ICE 1 BELOW) CLASS { t 1 '. '`"", . 3M "M NUT H' T II WA41F]T W B I/4• o.0 /14-f0 FWRLMAT[ _ •. ,,j. 1 t , -. S i 1/4' O.C. W/ 1 7lB• AD I I t ANOT0Eo PLATE AR M1ITWOM OF PURE ,; f • 1.+ + SCALE 3/r-1• E� 1. e6TAlAMNS ARE ONLY VAUD FOR SULDOM WITH ALSO. DESIGN LEADS UP 10 +55A• -U.0 PSF AN PALELY LENGTH OV TO W-9•. 2. FOR NEW WOOD HMW CONSTRUCTION: WOOD MEMBERS TO 9E SOUTHERN Pew No. 2. W/ S mwc ENMITY OF am OR MuoL 0D0 - tSAWPMOJ' tINOm1+HIIEU NM 2A .19RDSONI FAH6I) Fq,m .1E POLE ; • YLON • 6gL�i A.. INGM I BELOW) ,.LTB�AlTi 11r•..�i• y/.Tn���I; srra�u4�rW �rMTMT�r�AOi�i�i�c==�, .c 4 lliAM 4 DDNT54N ) 0 tiFL - - - _ WI/AA15 / I GOSH• .. -Iq - SLIP F1111 -..-. ._ _ . y- I - L "OeLwA (Typ) ,� FAM 4 OCDW..._ .s EYRoI[ a� r I mR DDNcr.1E No+alEc 9a �++o• i LHa 9Cm114[ ON SISET 7k NNt WOOD ,."'-- I ,�"�-,Y--r--r- (�L7UNWE COCA as ■+r FA119s)"OV ,. �'� ae seORD,s a a1,Nsr '.SSE Not[ ] f1aR®W/ GR w/0®.� iDOIH •d . t• ,� a 4 �RERPAIEIS� 1/i 1 1/tl -Hr •LAST MNEL TO BE MSINAW AT EACH _-. .AL Umnm FOR , DA . AYO ■ P• ROYO[Oa WWl FAdRAE E' ELE_VMN FOR ES low IWAR HAM E-2 HANG STORM PAN 5Y5iEY REAR 10 IN51MMIM_ P NWOMETO K 9AAMIDFNw3WDTMOWLEA0I0W'll/ wWOE OF slmuTNRE 901a9 Jvw ,_ = nu ww - r //A• IRA. OP ,/1' MHa Ar► ,N• M. dMF 114• N... GAP -'a- AN - _ SOWS . 1 SECTION 0-8 dl� : 9C99 SlS2' - 1' (,). OEFINIIION K SERIES ta00: E - Z HAND STORM PANEL PANEL + Jam. TRACKS AT TOP PAND.LMLTE IS' LONG (9. OE INTOLN Or SERIES 900M E - 2 HMHLO STORM PANE. SYSTEM CONSISTING OF PANEL - M W1 PANE1Y11� TS Cont. TRAGNo TOP a BOTTOM, 00 PANES 94 ToWALLBY (2)• GID PANELS SHALL ALWAYS ■ COINiOTTO 70 MWLL 6Y LEANS Of WARS Of (2) j7O PAN0.5 SINLI ALWAYS BE CONREtT(ED M BOT70M TRACK OMENAI'.iE A STOP BAR N USED Y W/ IS' tRA�FC�II �M 00 PANELS SWILL ■ COMFECRD?�/ 1 44-21TNS T@BJJ SHISH K/ PROVOETD,AT/10P OFF}2SUCH PANELS. Nfn, TAPPmETICIDT AS (3) SNALL CONSIST Of / %�' MONiAPPEb a iAS'(ENETIS'WBE (3)00 PANELS ME USE JQMLY N/ 15" LIFO AT B0T101F 7WCitLOCA7CN OTHER %ANGES PAWL mT7OM BUT DO PANELS ME NOT WNNECRD 10 WOF10Y 1MCK .�STO► BM DITERIOR MT OF ENO QIO SHALL BE PROWOED AT HOP S1 PNET.A (4). IN CASE THAT END PANELS ARE NOT COMIECT® TO BOTTOM TRACK O.R. A STOP BAN 0 OILY USED AT TOP) () TRACK WFANiLS N T A7NONK WHEEN ENO PANELS ALTO SEEK RBEROR PANELS AIRJ/aaEctlr N (4) FOR MOUNTED URNO SPECS Oa TO BOTTOM T MAY AT W PA11 LOCATION CIION TWO PAI1M0M MAY BE USED i S'Ap1iG SOWN ON ELOATATOW 1. mcE DISTANCE. NOR TIES(Te 3wS/F�KVD M SEE SECTION 1'. S a 1' ON SHEET 24. SEE ANCHOR SCHEDULE ON SWEET 25. r1TTD9Q1 PO4 L USED r W DBEs 11 TiO/F MEANS.SIMLL .'��.�t:'•••.:y%:VN._ N�iFNH 00 0RETA"CEN� BY � LSE a MOAT SOE Oi PANEL) HAVE INSTALLATION DETAILS INTO EXISTING TAFCON ANCHORS FQR POURED 0P110N J2 FOR LIFE SAFETY CONCRETE OR CONCRETE _.0 STORY PANEL BLOCK STRUCTURES 1 UPCON A104M SYSTEM 9. OA 1. O.C, POURED c- eLOiltj POVIEDWORETE OM e 0a,wGum ,/• ± 1/4' jam• ! ? Imo• a i I Nrtt 1S 1 OWN! I0 t i Cy ------ 999Rffff tl• LLLfff ya aa04 ml • "09 ,r ; --� H I I 0 _._f ! I 14-10•0 PANVAIM MATS wJ 10• 3/32' WIO NUT W91WR -_..-_, 14-,0'1A PIwnANT[ PLUS W/ 3/3Y 061 ■ ,dO HINT WIWeI TZ2E B10C1 MQUO" WALL MQVM l ULLATM COHNGIlTE BLOCK woull ED WALL M ke mom 0 a M" EL SCALE 3/r-1' PANn STALE 3/9r-,' T`p PnKaTH'VCENI�( No. 44187 S*: nMIDA BIMDIN() CQDE M V111 NINF110OM io11e md,H tatSeL ,e 20 OAOE O LVANRED STEEL STgMN PAM DAWrp N W ORE m/avu" ORAL 1IL1i:Cr �i ENe. PROTECTR)11 PRODUCTS. LW. aryeorEyW e, NIWm �' INIMN u r r► axr N1a9: p0.J1iF-) i,a190. n,ie 4pSQIr..On 20-176 P,r. sHAI/saxHmAD41AVE 0051t, I . r oRMrW w - RADA 7 own 4r n mom OQEAAL IMEES 1alID E-2 IYRb SfdO9 PAIE1 3YSEEf1 1, E-Z NANO STORM PANEL SHOWN ON THIS PRODUCT COUTATON DOMA09 (P.ED.) HAS BEER VOWED FOR COMPLIANCE IN 8.1) NMWAMI EMBEDMENT OF TAPCOM ANCHORS AND PANEAMTE FEMALE D a PAELMATE PLUS KM CONCIRrr 0DOORI MICE WITH THE 2020 (7th EDITION) OF THE FLORIDA NURDNIG CODE. BLOCK 94ALL BE t 1/4•. DESKIN WOO LOADS SHALL BE DEEERNMIED AS � SECTION 1620 OF THE ABOVE MEHIONEO COOL 13.2) I WARM EMBEDMENT M 1/4% 17/6' CALK -IN ANCHORS SHALL ■ IS 7/r INTO COIACRETE. FOR A WIND SPEED AS REQUIRED BY THE J�OICTION WHERE THESE SHUYIERS WILL ■ O15TAPdEO AND NO CMBEOMENT MID ANY FYRSH MAYORAL SHALL BE PERMITTED. FOR A COMMONALITY FACTOR Kd.0.B5. USING ASCE 7-15 AND SHALL HRDT E%GEED 711E AA1lIMUM (AS.DJ 1/4• I-20 SS SOEWNX BOLTS USED SHALL BE LONG DFOUGH(ORRAD ANY FHASH MATERIAL COST) TO DESIGN PRESSURE RATIOS COKWM ON SHEETS 23 a 20. ENGAGE 3/4' INFO ANCHORS. IN ORDER TO VERIFY THE ABOVE CONDITION. ULTRATE DEIGN WIND LOADS DETFFWW PER AWE 7-16 BALL BE I" REDUCED TO A.SO. DESIGN WIND 'DAM BY MULTIPLYING THEM BY 0.5 IN ORDER TD 9.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE OWING WALL, TO COMPARE THESE W/ MAX. (ASD) DCSIGN PRESSURE RMICS SDIGTEO ON BEETS 25 at 26. ANCHORS SHMI ■ LONG ENOUGH TO MAC" THE MANE STRUCTUURE BDOD SA RI+ PANES. MK2OIM16E AALL ■ AS MENTIONED IN B.1) AND IN B.2). IN ORDER 10 VERIFY TAT COMPONENTS AO ON TF14 ROTS NOT OVER STRESSED. A NICRE+LSE MMAMCHORSE BSIREEN IN ALLOWABLE STIR$ TOTS WIND I.QADS I515 )ffiL USED IN THEIR ANALrS6. FASRDNERS SPACING TO WOW HAS; BEEN ANA 11 . AkST DETERMINED IN ACCORDANCE WTM N.DS. 2015. (C) A BE MANED FOLLOWING Al OF THE RECOMMENDATIONS NO SPEpflONKNb OF THE ANC,OR's STORM PAEL'S AIDEOUM.Y FOR IMPACT AND FATIGUE RESISTANCE NO BEEN VERIFIED IN ACCORDANCE WIN SECTION 1626 OF . THE ABOVE MDOONED CODE AS PEN FENESTRATION TESTING LABORATORY. W - REPORT / 2032. AS PROTOCOLS TAS-201, It IT ShALL BE ?HE RlSPp159LRY OF THE CONTRACTOR TO VEINY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AD TAS-203. 6 70 BE ATTACHED TO NORM PROPER ANCHORAGE. THIS STUTTER SHNi ONLY BE AT7ACIEC TO CONCRETE, BLOCK 2 tt16 SYSTEM ILLS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Eli THE OPENIAR AC�WG t1E OPDaN6 FROM THE 0R WOW FRAME BULDONGS. INSM W/O TIE USE OF A L40M OR LET. THIS APPLICATION is VALID WHEN UISTALL ON 15 WDRIED TO BE PERFORMED 12. THE N6TALUTKTN CONTRACTOR Is 10 BEM/CALK ALL SHUTTER COMPONENT EDGES WH OH NRMNN IN CONRMUQIs FROM TE 1NSOE OF STRUCTURE. CONTACT WIN THE BUILDING To PREVENT W O/RPIN ONRUSKw, GUAR AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SEfdES f0op INSTALLATION 5 APPLICABLE TO 59NAE AND OOtBIE NwD STYMIE WINDOWS MEN INSTAt1A71fY/ 6 REOUR6D TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PANEL INSTALLATION SHALL COMPLY W94 SPECS INDICATED IN THIS DRAIRNC PLUS ANY BULpD AND ZONING 1. SERIES 200E INSTALLATION 6 APPLICABLE i0 SaIGLE AND DOUBLE HUNG AHD KIORQMRN SLIDERS STYLE WINWWS WHEN REGULATORS PRM)ED BY THE JURISDICTION WHETS PERWT IS APPLIED TO. ,WYft ATION a flMAREG TO BE PERFORMED FROM THE INSIDE ID STRUCTURE. 14. ATRIUM WIDOWS AND DOORS INC. E - 2 HANG STORM PANEL SYSTEM'• a Pam INDOOK. S. ALL ALUMMM EYTRUSONS 1O BE 6063-TO ALLDY AND TEMPER. (UNLESS OTHERWISE NOTED) I& (a) INS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED NY THIS ENGINEER IS GENERIC AO DOES NOT PROVIDE INPON ATIDN FOR A SITE SPWM PROJECT 1A WHERE THE SITE CONBIRORS D WARE FROM THE P.E.D. e. ALL IILlA1NUY SHEEP METAL USED AT CA7511ftiS STALL HAVE 3105-HIS Al1DY. (N) CONTRACTOR TO NE REWONSBLE FOR THE SOACrM, PIRIQWM AND #WpaATON INCUDwG L6Ti SAFETY OF 7. ALL SIE[L SHEET METAL PANES SHAH HAVE SIRUCIURAL AWRY STEEL. AM A-653 GRACE 50 Mln„ GALVANIZED STEEL 7HK5 PRODUCT BASED ON THIS P.E.D. PROVIDED NE/S E ODES NOT DMATE FROM THE CONDITIONS DEFAMED ON DESGMATION wm- MA +W (AATETI ROLLED). THIS DOCUMENT. CONSTRUCTION SALTY AT STIE ISM CONTRACTORS RESPONSINLRY. 5. ALL SCREWS M BE STAMM STEEL 304 DR 319 AID SERIES OR CORROSION RESISFAM COATED CARRON STEEL AS PER DIN (c) TINS PRODUCT EVALLM M DOCUMENT WILL BE CONSIDERED INVALO F MODWTEG. 30016 W/ 50 NW TRIO STRENGTH AND 90 Hui TENSILE STRENGTH a SHALL COMPLY W/ Fi,ORM BNLGNG CODE SEGTON 2411.S.34. (d) SITE SPECNO PROJECTS SHALL ■ PREPARED BY A F'LOBDA IR061DIFD ENIRHEEA OR ANC4IECI WHRCN RILL 9. BOLTS TO BE ALSTM A-307 GALVN42M STEEL. OR ANSI 304 SEX" RAINLESS STEEL. WITH 36 kM MINIMUM• YIELD STRDICTH. BECOME M t29NHEFR of RECORD (EQR.) FOR ME PROW AND WHO WLL BE RESPONSIBLE FOR THE PROPER UK OF m P.E.D. DOINEER. SPILL 10. ANCHORS TO WALL SMALL BE AS FOLMDIM, TO TICSDLA ME SITE SPECi1C DRAWINGS FOR WAMM (e) TM PE.D. SHALL BEAR THE GTE AND ORKOtA1 SEAL A/O SDNMIIRR OV TIE WOiE57gON4 E110IN[DI OF - 1/4'S TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BULDEIL INC. (COL re.3192 P.Lij RECORD 1NAT PREPARED R. - 1/4. S K 7/r GtK-IN ANCHORS. AS MANUF)CFUED BY MALT INC. (INN. Ye-3000 P•a1.) - III-TD PAIEK.WTE iYAIAE D a PAIMLRM3E PLUS ANCHORS. AS MANI1F11CNIIED 1LY ELco camtRuciIGa WOOUCRS. to. 3101BJ C LABEL ON A REWDLY LOCATION STORY PANEL W (r0-].TOO "A') DAIEE WIN S 1 OF FLORIDALOCATED SECTION At33DR0ANt4 WITH SECTION 1709.93 0< FLRIBUILDING CODE. ONE LABEL s11AI1 BE PLACED FOR EMERY OPENING, ABIX BE LA L40EIND TO. COMPLY WITH SECTION 1709.9.2 OF THE RDINCA BUALOW CODE A1) WMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13/4• AND 2- FOR PANELMATE FEMALE O a PANE PATE PLUS. A2) MONMUU EMBEDMENT OF 1/4-0 K 7/e• CALK -IN ANCHORS BALL BE I5 7/6- INTO CONCRETE. NO EMBEDMENT INt0 ANY FIMSH MNRTML SHALL BE PER49ITED_ 1/4- 0-20 ■ SOM41X DOLTS USED SHALL BE MONO DNQAH(SOULD ANY FTOSI MATERIAL CHEST) TO ENGAGE 31e INTO ANCHORS. A• AA IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE DDSTING WALL OR FLOOR, ANCIORS SHALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE BENIND SUCH PANELS, ANCHORAGE SIWl ''•.� BE AS MEHINNED IN AI) AND IN A2). No. 44167 (9) m ,.•rnr _.c.e BLec�WALL - 1/a" a TAPCON ANCHORS AS MAUFAC711IRD BY I.T.W: BULDEK. ANC. T(ARIDA BUILDNIG CODE V NuMaaM 'Aff AM - 1/4' e K 7/r CAULK -IN ANCHORS AS MMRNACTUED BY DEWAL.T INC. (f'-ISOO P.6.1,) p.<•'• fI +WOO WAM AM $0 )ALOE OALYANQED STEEL STWW PATI[L - 014-10 FWNETA UE FUMLE O AND PANELWTE PLUS ANCHORS, AS MANUFACTURED RED BY ELM CONSTRUCTION 8t'.. awe PRODUCTS (rm-2071 P.41J - .C.. T on SHIST off To aA19a 00010 WAM Apap INSTALLATION Q LS FOR SERIES 2000 AND 1000 E-Z HANG STORM D■1t PANEL 1 INTO POURED CONCRETE OR CONCRETE AlA(`K W �Noah � 4 0rt fQ_F/PRRLAA• iWF f5 �9 � \ �a4A• �� E�MBED[ ■ � ` •@ ,lip - 1 V 1 ' i N N fA2 aEAmIAE � d ���,+y( a aA1r • N•Hr 6Vm•A � i a EATS 1 � WA N 1 ra R.�'• Ry ,, Q 8 9GWE 1 S 1F9L'RI0M1101t IW9fW1O96 PRIt HIKM jl�a �SFAI M iDFLa ,a9WlAWN RIFE a rlltr It tAA -met TIOAIIQ EAR � AA IN I MEW SECTION 14 NYFAOOM ai cn E N L CD _ -Fa O U N � O 2 YC cu Zi a- N 0 N U O ■ BBBBBBB7• T✓ I W Q = Z Z Q J a. SHEET N0. SH 1,2. L _, ,11 J. N.j0jA.L4L(;_ ..•. yA .1.1 11 -IL.,_ul.lk-, l ) 1 ! _I i a _♦�LI l; - - A1, - RWtXa11111 ISO. WI.w MIWMIUM FRRIrnoN Aram To ♦MIA -7" 7al OR LEES 2 9/lr SOLED • +'• X. X. "W. 2111a SIR +e6A. -73.3 7r OR LESS 2 7/S• HUED • a' a 4•W • �NEFSA® N11011 �iOf1O1 OIS'SNAEtIS' k WINO UT AT WRAP a 4oE OF Pon LENGTH '7„ i ,, i 'I _ F.. ,Il• A - 'A•, 41 TI i..Ml � 1 D. Pw (P,71 AIRBUS ANCHORS SPNM FOR C. a - 3 1/27 - A•MHOIOE To ANY O�aNMAfTm w THOR tat oo" V OIL) nFOCs OWNa-N rWNb3A1E TOWS O RIINf7MMQL PUSI ToComm 10 Commol To DISCRETE IQCDHOEIE toa011CRT[ tr N/A 12• N/A it N/A 12' N/A V a r (TOP) it' Y k IV 3- S' 4' S' 4' 1 12' Y 12, r 9' r B• r t BUTTON t ++ N/A N/A N/A N/A N/A N/A 12 1/2• it• ' 2(BOTW M.D. -75.5 'r N/A 6 1,12' N/A 4 1/r N/A 4 1/2' N/A 3• (TOP) 70L OR LESS Ir N/A I2• N/A 9 1/2• N/A 9 1/2• N/A 3• (SCITTDMI tY N/A 12` N/A it N/A 12' WA IV (TOP) 12• r it 9 1/2• 12' It* 12• it- 4' WITOM) 4 MMTW TO 16.0 W. "D. DESIGN NIQSdK RATING. 6NE OW X FOR ANCHORS TYPE k SPACING MR N6FAMAIIONS MO MOOD FINE 6UGOW FAN M MOM WVOMai AID WORM and OWN= ARE ROMM OR THIS 1OE01AL FOR Ea LESS WAR No"= ON Sam" ITm m no" "Came BY "I tVAM SPACING b4101 ON SMO" IN " POLt4W* FACTOR& FOE IWO GOOMiOM TO t PMRO M YA" =00 U!M FACM SIMILI MIR eE IE35 TWIN Moue SAC HS M WO FOIE 0101 ANCHOR TIME A AIHOOM AHIgt TWIT 1/451 1/41P 1/41 1/41 1wPOM1rmwm OM•b it. ALOUD WAOW W 7 3 3 1 1/1 ♦PRAHnARO area 00 Pf'M'U OIYaM RIM SRI a 3 3 3 a 3 tp 3 "1 AlMrllu Iae11I - 11 Y IRO - I.QO A 1 F 1M - 14a r*1111r •N• wmmt s IIk1, estmom wriPm , WMIDM OF FAMEL11 I I I 1/2 1 1 ++ RWLNWS Mac OWA1Ml IE7WII OOT01 orTMFYL 1 Ate ® TO BE. 3/lr I 3/,r Mm: COM ON TITS FOR REGULAR, UEE SAFETY &E-Z HANG STORM PANEL SYSTEMS (SLUE 1/2-l') CMAL WORD .t9Yf /2.SO0` (EFFECINE WIDTH)- --- t 4Y•10.3/P 759• - _. snb RLtTW -_._--'a Ile (TT.) j .37ar.., .125.E j A1N2 e e Ito' I.,-- or .166'-�, r 10. IBA' WEI tR ) Gwt AM -i.j1O1ME0 a&L%N = 0 I 'I +.e51• .! I i EDGE AINI A163 TAP. HWARN�. �.2. I ..OB4' �. 1-0IFC OWN so IIIMM `---KIAa A 0-6s 6YV. 46 ENE � � , ABA' t.900•-J .18 ,.xo• ®STORY el,NI, r.l.�o-._ DVA+I A �•-s.DOW' AMRLS WALL t sICUED ASAYS nm LEFT DO AT � BDEWOF' PAAHLL� 2O **I*HERDER O3 _' O4 ANON E Wild# STUD t em rMWFl.S Do LAP .3. t . M/ m-Eoae 4 1 - L pow l3rL 42m• - •__^ :P.626 , O.SiS 0260"F r� 14C'r ■SW NAle7w• 1 LSOMETRIC VIEW DMAIL A 0 _wEl OR RM-4 COMBER O ENDS OF PANEL'S - --- ENO UP W/ HEMMF9 EDGE. 2.379' e • r AID• L 25' ifs "TummCE or Pm l 2500' ANEL-. D72• a9t Der 7B0' O I�NDA WASHER 3.7bo• © 780•- (TrP.)� , atos-Hle4 NAM. ALLOY HOLE AT P t124' ,s/J• awl SHEET S FOR ADOROHE LaMTA1101a i SIiLVE Lesm, IS I j A91 W S SLEEVE 2 i /R ' _Uri TFOR SYYALAnNFI aRICO(tVPJ NDoO STRUCTURES. t i ---) t000•--. 2MAX, Lot= A00• 3.750• 125' 2.000 a aami --t540'---' 1-.118• L 1000'Y �) I G750' O �0• REV. all- HEADER O -U- HEADER N ITrP.) M• MMno r. MWI. LEtiIH 11 "J' TRACK 1Q PANEL HALER aooD'�N�O' IMF- AuoY rWo.i44167 A.It(l ( F�iL� WI PEEL - .._..._ �-' ••••••- LSE' ONLY TANG STORM4.47rENt•Z SY57EN) Iw63 ro Nlw. .. FLORIDA BUILDING CODE Non h V HuFrioal ZOM 2000.1 T' r t , 12a Sea �.-- 1. 123' 'I 3 �'t N © aa01° IamM r1C GIBE GALVANM STEEL STORM PANEL �' uo,• � STATE OF 24 ( (*E) � BFE SECIIOIb- .fso• � : wl. '� D :G. IL EC0 Uwe. PROTECt10N PRODUCTS. LAC, 4ase LW. a1 2F AIA MIIMH -wa w w1- OWW. N. 33114 20-175 ® MILD• -OUT fF" ©4 RUI D-OUT KF' TRACK 1@' ! � WHIERED WINNUT -, M ^''■'."' ew ^' 'IbHc peF)r 7FH& NLP a".7.M I79/ ... 4w-AI4:r . .� ... w aRARaTRACK r (7AMAC 3 ALLOY) Pit ug voiaww't ME WALINI Ia. FL + Ham awn] COMGIETE ANCHORS E>W� SCEOLaD ON 'yS SHEENS f iHalOUJ<N 10}, CqO fKTE E IN�OemuRi6^ 1 PiEET 3) (i)- O.C. 4'+ hX LLr 7 .•i•;: •: All ..' N70VIATE CONCRETE ASESMCIEOUE °" ram EXISTING Pow" coI1�RETE on CONCRETE BLOCX SHEENS 9 "aaw OH to)OR amm ...._. CONCRETE BLDICK TERMITE I:E'G RFDINED. 7NN COUCHETTE ANCHORS m SCHEDULE SHEETS 9 TNIOUGN 1 r'• "`y li' Hot 19b3r cm Y.a CRETIE ANCHORS sAH�!`' 9CNEDIAE ON {_.. ,R' /� :4• �t•� WAY L 1 � 9 116DIIQN t0)- FAS _ _ �; �3vC�- t E1e. j I E.1. ' IS �l 'Qf' I i PANEL UDWH I � f9 _wN.� l SCHEDULE ON SHEET SEPARATION O f 70 SCHCOULE q,�, 1 SHEET (lp( gDICpIJION m( GLASS I 1�v tL�SiOLA Aye■ �A FHB ONSWEETi If'~L -Pbl/i-' � !F -. .� R �: _ _-_..- - SHEET 3�wY 1 r- F•. xN O#IP El LENGTH AWF NFa IRA MIwIM aAW ram•) I ON BEET 3) EGS-A -1 I am. wx UDNGM OF '17 ,? MAX. - 4 L- _ _It CONCRETE SC; DIRETSROpKN1 1p)" '- v W • � sots - CONCRETE ANCHOR!$ tCHEME am 4 THROUGH 10 M-Ny i2 1/8' LONG MO. AAAMNIY SPACERS e O.C. VALID FOR IC ALL OEM AND PANEL IX" BLap�N REOUIRM EXISTING pow" CONDOM i LONC" PER SMELT d O CONCRETE BLOCK - ., 1'REQIRED. pA14 LeFD ALLRN9aM SPACERS • 12 I/Y D.C. (SEE TABLE PI ON SHEETS 0 a Ioj SCALE 1 S'OItE 3/Jyf• °Yo. pA1•' 44167 STATED 'ytO...... O ... •� • "Er'� 01's amm RUNS, Mca iL E C 0 6N0. 24 OARS GALVANIZED STEEL STOBA PANEL NI•' MAIN GLOM PROTECnoN PRODUCTS. U.C. tl1/aWl&W'Na�is'+�4 wOR (aF)ISH-Tsa FAE tw4)Iw-s7n 1I�s�..a WM R+a�'.'Nwla`" N•,4P,�., ra w + rt 20-176 Ohba r 414- • slan s ar M INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL n INTO EXISTING WOOD STRUCTURES �y 1/4 /y Wi NI�a1M9 rMO1OZ. W11 1 1/AS IIAG lCIEWS a S' O.C. W/ \ 70 WINING WOOD HEADER. •/ HI ER 2•.a• w00D •.yF I/Y Tin 714EAW.D PENETRATION FIAT OR ON EDGE ro O afar wwoo HUDER. 4 CaA Eta+' ID ore 4 OrM. a Ek o O � �� � • a FA END n Q 1 , i� II i• � r ` 1 4Y ILO 7OaW •e'OL ■/ ♦'P-Fy1J• Ta19$ I/Y IN. ,MWAaFE PMK,RAt1aN i A- i/� a - Wrc Mi YI/_ �,�!"a/at• m LIPSIK R000 IRAOEA. MDR IAWoo 4�'�"),• ' 3116' AAOk- POP IM1 4 C•M' /14.1, SIRS MENR..I a EwM m W u Do or or c�m 2I OM LINE (UK IT= r7 NOTE s 6 ,fir MTn Uri �pAJ/ • s 6!u• 1F. I s•N I/3W3/N' NM/1•rgS�OriM�D7FPnf�•A A-CUBIZ- I TO OlAS6, w/7/6'A4.a/iT• m I rAWr O pat EI /Y at 1 t EVERY F Ntr , M�'6•T� ro GLASS, ( rAW OVERLAP ggg M. ITT III IJ 4• •NOTE lA aM10M) 1OHW 11 I/r D.0 1/41 , sCR!#S i B' a.C, w I t �L�Npp�(; 2•k4• _ RATE AT SUM moo & 5- •;1� �7 th,o PA1nL1ATE PUR /a I MT OR ON no aw.a valrnOM a 13W W" MOM 1�1000 'D RAK uO AMBUM 2"W MMT d1 ON 400EMW "W SCALE 1/4•.1- 1i TER►I�TT/E 1 SCALE 1/4-.1- A amm2 I. INGIA1LAMIS ARE ONLY VAUD FOR IRMONGS WTN A.S.D. D�SION LOADS UP To +11S.O, -75.3 PM AND PANEL'S LENGTH UP TO6•-Io. 8 t fOR NEW WOW FRAME COMSMucmN: WOW MEMBERS TO BE SORFEAN 8 PINE No. t W/ SPI"X DENSITY O OM OR EOUAL �1k SEE W,C6rtMA AIO IWOIUREMOAf FOR a W a TOP AS w1WL aM PAlal 1X1ta1D7RN ro tAMCs9 Um� pl �mpPAi 6Avo aN POow 1000 Ol 20oD NSOA{ATON TK O/ 9E[T Ji . AUUJIiIATWE TO► ! BOTaM 110{AIIa1DS Ci1N BE oO1pNW IN ANY TOP MUM trom n war m GIRT ANM" W6fAUAlIO1L t/♦• - 1' NOW TRA : 44mO mICRs NOT n1aN1N HM CARRY 0 .:WAN•. MAXIMUM PANEL LENGTH L+' OR `L-" (ft.) 0 MAX#" A3.0. PRESSURE PAIRS WOOD CONCRETE aOEM SOOIJA1MOMIS t IAO rr-0- 11•-0• t o I2-0• rl•-r ,no il'-r• to' -a' JSA f0-10• /g-o" 40,0 W-f- Ido D'-e• r-e' 3" r-r• r .• AID r-r SW no r.r r-s• e&0 &,-o- I.-4' Tao r-a• r-r 710 r-3• 0'-1e' Bag r-r r-r no r-o• r-r Sao e•-S' r-r Sao e•a• r-r rmo r-J• 6=rr- reav a -3• r .• -flag I IdO 3'-e' 1 RBI V-r 1/4-01Aa own e r OA r/ I I AN n wA® MOETRa m TO W00011FA9EE C-A , /47 - ♦` wwaLN j ,., HWIT , oA. -}t4J aNM1 �lpt' SN9. •• OL DO" Ofi I oEwl I/s. A II�TH-E7WaI43/i" CVERY MD OIORA, 1r-1 " r .-1'f-1._.._ __ 8 t /41f-�7a�]l!/aj•7 M3. '� P. 1 , 1' L FAR 7O11 ♦Y-Z43/4• I WYE IA W.00 l`'" 141-2A3/s r1606.0 r/ l!6•hl/33• Sy /4Y L44 9CIETM6 a r O.0 W I/4V VO SOROa a I I, 'RAM.. TFIMAED PBITIMIX11 yn (2) 3•I •-. 011,W. a P PIIPIAT[ - FLIT It AT d1 0H CD w`wolw NUMInuo Wi ��""1.... ALTEBNATNE 4 FW �, SCf4E 1/4•-t• tSlcnx c ONLY FOR REGULAR STORK 2/4 RETE.RETE BLOCK WOOD (t) 3 MMR ----_-AIGIORs t6BE Bo mRAE IN_ Elm rnTM T1eAecs � _ (jj. n a n at e E ptercT INIfUMTEn AT [1CN [/bb D.Wa), 3Q. 4 . rT,- -7-r O ®er6� I l MAXIMUM PANEL LENGTH L+- OR 4L-- (ft.) 0 MAXIMUM A&D. PAE»RAT90 (FL&O (+ N -) CONCRETE a W0a0 werimAxnews t I- 2e0 14-4• 13'-W 2dg 12'-I0' ft .r Jao Ir=a• rw-r no W-to, #-a' 4d0 r-F• s•-r Sao r-r B•-r no r-r r-e• 0" B'-0• r-6• no 7,-0• r-2, 70.0 r-6' 6•-n• Sao rd' e'-e- Sao r-o• e•-J• 6'-J- 9o.g a-1' r-1 roao r-r S•-r me0 1-3• 5'-4 flag ITa°Ilai4'-e- �__ MNWWN SEPARATION TO GLASS SCHEDULE MAXIMUM LOW PANJI30 WIND SPEED 4 170 +aa•A MIND SPEED > im a1.M OR LESS 1' 6' 6 1/4- >33 lO SO I. 1. 7 1/2• 7 1/2' >90 To 143 1• 1• 1 1/r 7 I/r >145p 1• 1• - 7 1/r utl I tuATll h_\ L•An A f1AR•u LUMAa4 urt f•IlufWrnnu BGt1GM DIRECT mow 1• HEADER 'M' HEADER A• 1.SSTUD AGUE T TACK A� n' - DIRECT MOM 46• J9' 3s' 35• wr 60' Co. 4 iVx,S• STUD Mal 3e• 1. a2• a2' 4r 30' 311. I 4• TRACK 5r 3r sr 4r 9r M• W* T W Sr 3r 32- 34' M• W 00• 1 sr 1 32` 1 3r 1 36• sor I 56' I Sr .11/4. 3/4. 4/5. 5/5 h 6/5 W/6. 21N/6. SW/7 AT 4w/7 3• MAX 0 "T-�-r-r-r--r-r-1-T T� __j UNBOLTED PANELS _ LID PANGS W/ T 4a-2eNt• , (SEE SECTIONS AS / J .& M.SI. BeiT IW/ a EAEA ONEBW r.Ii_I 1 IF `SEE SECTIONS AS - 1 --1-_ Lt IO 6 ®or ® 3• MAW ' 1 /4. 3/4, 4/S, S S 6/5 2/4 1w/6, 2w/s, sw`t 4W/7 ••"'NORE (SEE Son" ON SHEETS 9. 10 ail) -------- REGULAR STORM PANEL G) ELEVATION 2mr N.T.& ,/4• Mo. OAP (IBA O+FNaNW -1 WIDIE iYLlEO I I '""' SECTION A -A : V N.T.S. IITLSI 0(1) l+: ABEA PANEL FOR A ONPOEM AEA L L- AIL ALLOWABLE PAN! tDDM FOR A OPEN NINATIEASD, DESIGN LOAD. (2) PROCEDURE TO ww"K mUmm NAM Umm: GI EN A POSITIVE A.lA DESIGN LOAC sET7EIEM044 MAXIMUM PANG LENGTH 'L+' M M SOFEOOL RAL NAO1W AI:L.ORABU IMIwI LOIMN IS EDIMII Tl111E -Va U OOEIN*dL a M14L Lamm (3) SEE SCHEDULE BELOW FOR tlBL ANSI LENGTH FOR PODSTY OUTAa1OM0a 9STAILAIONS e1D WOOD ARE UIMm TO. M Imt MAX. AS& 1,F PREMM *AIM .� A. 10 a 11 MR VAX. A.SA. OEM LOW at MAIL MMNRL LENOM5 FOR at) WAM B HOC. FLOWN 6UiLDYN) CODE Nell fth velooftyNLIrTkono ZoM _ * 44187 4ama 11Nw' W` 24 CAGE GALVANIZED STEEL STORM PALL MIN St + a/am. TATEOF * IL ECOI«e. PROTECT" PRODUCTS, am. OAIDA :' 7r/Lp • wA� 'maCARL FL. 3Ri17M. N 10-175 I4.�Ar0. •..,... ••r '/ ^tc> Iw ®Fr.�..s.'FMW F•��1�" MNDF16 OM.IMM 7W W: DwF1RF#i!! INSTALLATION DETAILS FOR REGULAR PANEL Q INTO WOOD STRUCTURES , WOOS ANCHORS � i 1 ON E F SCEDIAE 1/ry41Y..gl. -(SEE f SWEET 'L -� ON 9144E 3) / _ II � ll:Ljal; W tl0.ri 1 /+ I�MAIgoAW� 1 PANEL LEMM IIRUED'OOIDNRED i / WOOD ANCORS I (SEE SDmm AE (SEE SCHEDULE aN 5 U:• I ; -- oN stELT F FTM SHEET 11) / 11M4 . a1AA1t1,• E0 / win .I� 1 REQUIRED - / O i ' II 1, 1 WX, LD10 ALOISIIN SPACERS a 12 1/2• 1 F - I 1 L1� !,, I D.C. ; (SEE TAABU /i ON SHEET 11.) I! Mln. 1 1 1 7 I I SEE/NOTE " WELOW POR WDATONS FOR I 1 SEPARATION t 7' WAX. ( + I t i 1 1 2• LONG BIFLVLS. LENGTH i 1{(,,,�� QUISS. AMID. LENGTH PANEL sCHEDURLE (SEE SCHEDULE ON ON SHEET 3) !PA¢FEMAEID OR (SEE SCHEDULE MATET 1- A B!/4 .t..(ssL 1 HY.dR11' _ E7pBSWiG 1 PLAN• WOQD _.__..�. Lsom oAW r ay -1 i PLATE REONpED -i �1 - G1� SEE SCRDUIE �aN 1 I SHEET 3) I DIRECT MOUNT W/ SPACER ALTERNATIVE 2W' - SOME 3/5.1- 1 1 L/ •_ _ y SEE TABLE T ON SWEET 11 FOR MAX. PANEL LEN°7NS k a 12 1/2. D.C. 1 or.L, j MAX .D DESIGN LOWS FOR THIS INSTALLATINSTALLATION.TIAION. MAX. ED e 12 1/2. O.C. WOOD NATIONS itMOIL ONsP/CQ M IMY w 11iOt1Y•1fL6(16YRr i slsFr 11) n) -r 25t4L W000 i - .-, � l 1 : sNo Usl gNNO ONRWOF&Y FOyIOAAIm I�p1�Aw ELATE REOUMa I (` N 1' MIL MINIMUM TO CIAIS WY011® ( L yam_ M4' WOOD '.. StA0GO1ED /STUD -- D) AMNORF a m THd 0010WHOR Y Van ILOE FORE b M _ I I ( W SIRT 7 IOW S9 ImtlOm m F K ( TE REQLIIIIED (SEE BI`.IESNE[ ON UHa K WE FOUOa9b mm,0 1 . +- 1WAL MOVE PUW3 !ML r Tawam AUFeAA n e t/4' rAc I - i I SHEET 11) OeMJm oft •+ Cbe Q amomm NIOM 12 112' me, VA"aLam am a I f I j' (I) MINIMUM AW DOWN ►OMM SAWN a (3) MIL as Was IMIL LOW a IaaW in M• A7 ANY we" • A Rw mmm HOM AMMO IMlal LOW" ^Lam am Go 4wa�F{NWMWRAa Um" • �, SbaOME am III, a1�pmm WALLAMUMMJ W MW MM O'�OMR W000 IMIaY W°MYL WHALE 3/B-1 (Q OW afM1 IN um �1 O SPOM M M CRAP) ON MID /OR MO 3a= /. E Ab 3 /Y abaw N A M !DALE "A". iu aa,ALMAnDN WaO aNaY IOW W4b IVAOM 01106 Ab TI[ 1m/ (1ST IAfOq a M nalaOA f1�Sa-at' 1 ♦ J 1Q ASIM E ,I lq/.� NQiFSL ...... '•?� VCEN FLOWN BUNLOINO COOS Non Ifth VolocifyIIYIFI00M Zanfa MOTE FOR COMM= OF SECTX AR: 1. INSTALLATION ARE ONLY VALID FOR MAX. &S.C. s NO, 44167 '; Sam CAROL NC. 24 GAVE GALVANIZED STEEL STORM PANEL FA. DESIGN PRESSURE RATING (P•s.f) AND PANEL LENGTHS * : twMN m TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR �w ary7/mw COMBINED IN ANY WAY TO SUIT ANY ALTERNATE W)sSTATE 1�O GLOB& PROTECIM PRODucm LLr- Wa NMe• am INSTALLATION. O 170R10 Sam ■aL 61 snw 2. FOR NEW LYD00 FRAM4 CONSTRUCTION: WOOD tA'io IRA Ur AL r w dR R an" 20-175 MEMBERS TO BE SO" CO PRE No 2. W/ SPECIFIC S...........PM)UNI'vem, na "")on -TIN ..r DENSITY OF M55 OR EWLAL. AA M It M4m10A�NtZO NE Ifwsl a Cris GENERAL N07ES Aaln alw •r Ube fa/r1Y ! s WAtl a1bM1 AA. (Ly To as � I ON SPECIFIC ORMIT Y_ G 6.56 HALL t, SNOW PANG SIOIFN ON 11715 ►NOOUCT EVMN.lAV710N DOGl14tlT (PED.) HAS BEER VERIFIED FOR COMIPUA/10E M ACCORDANCE - +/4•'a TIPCON ANCHOR$ AS MANUFACTURED BE N.T.N. EMIDEX, INC 1FIIN THE 2020 (7M WIDON) OF THE FLORIDA BUILDING COOL THIS STORM PANEL SFMILL NOT BE INSTALLED AT HIGH - #14-10 PAAflAATE FEMALE O AND PANELWiE RAS MOCK AS MAHFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE 20lkS (MAIMS-OO1DE BROMIND COUNTIES). - 1/4'I LAG SCREWS PER O D.& DESIGN WIND LOADS SIVAL BE DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/16•a A 51W WOOD BUS HNC, AS CWfDPJnM BY ALL PONT SCREW. BOLT a SPECIALTY OD, SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE NSIAUAA AND FOR A DKW*NkM FACTOR 00-0261 USING ASM 7-16 AND SHALL NO EXCEED THE MAXIMUM M.D.) DESIGN PRESSURE RATINGS INDICATED ON 9EM C.1) MINIMUM ii1 Mo= PENETRATION INTO 111000 OF TAKON ANCHORS STALL BE 1 1/2• AND r MR ELCO PANEIAWE PLUS 3. 9 7NRLI 12 At 17, it. AND PANELMALE FEMALE toIN ORDER TO VERNIV THE ABOVE CONORON. "WE DESGN WNW LOADS DETERMINED PER ASCE 7-14 DOLL BE FIST REDUCED 10 AL&G. DESIGN PRESSURE RATING BY MULTIPLYING THEM 91 0.6 N ORDER TO COMPARE 1143E W/ MA(. (AS.D:) CZ) 60 WM 1116KADED PETETRUION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'- NO THREADED DESIGN PRESSURE KWM BIDWED ON SHEETS d 9 THRU 12 a 17. to, FEr1EMTON INTO STUCCO SHALL BE CONSIDERED AS PANT OF THE FAMUMM 1HRFADED PENETRATION. N aNDER 70 VERIFY 7HW ANCHORS ON THIS P.LD* ED AS I -I WERE NOT OVER STRESS, A 3JR INCREASE INNLYAIB OIE STRESS FOR WING, LOAN BOB LOCO N THEM AMALYSIL FASTENERS SPACING TO MOO HAS SEEN DEVIDNANED N C.J) MMMNH EDOC DISTANCE OF LAO SCREWS. INTO WOW SHALL SE AS INDICATED N THIS GROWING ACCORDANCE WTH N.D.S. MIS. STORM PANELS ADEQUACY FOR NVACT NO WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION IM12 OF SCREWS USED SHALL BE 1 1/2' LONG MMUM CA) MINIMUM PENETRATION OF WOOD BUS/NO 57ML1 BE 3/r, 1/4' MINIMUM OS THE ABOVE MENTIONED COAS PER AMERICAN TEST LAB OF SCUM FLORIDA REPORTS /OB14.01-01 00 /0219.02-08. AS SHOULD SULD STI)CM STUCCOOM. AND 1' W"N FOR WALLS WITH NO . PER SITO 12-92 a ASTM E 330-M STANDARDS. AND AMERpIN TESTING LAY SOUTH FLORIDA REPORT /1123.01-10 AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PER OVSXMYONS PERFORMED IN ACCORMAMM W/ SECTION 106 OF THE C.5) N CAGE THAT P1E'CIIST STONE. OR PRBUST CONCRETE PANELS, AM)CO OR WOOD Room BE FOUND ON THE EXISi6o FLORIDA BUILDING CODE WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MINI/ SRRULTUIE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED N C.1), C 2) At C.4) 2. ALL ALUMINUM EXTRUSIONS TO BE 6063-TO ALLOY AND TEMPER. (UNLESS OTHERIM NOTED): SEE OW 2 (0) ANCHORS STALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCNOR'S MANUFACNRIM 3. ALL AJUM N SH EiT METAL USED AT CLOSURES SHALL HAVE 3106-HI4 ALLOY 0. PAW MAY ALSO BE INSTALLED HMOMNIY FOIMN" INSTALLATION WEARS SHONE ON SECTION 1 THROUGH 6 (SHEETS 4. ALL STEEL SHEET METAL PANELS SHALL HALE STRUCTURAL QUALITY STEEL ASTM A-6W GRADE 80 kO MM, G-00 IALOUS= THOUGH 5) EXCEPT THAT WADM(D a® 94ALL NOT BE USED, STEEL DESIGNATION R/FY- 22.2 Lai (AFTER ROLUM). 9. T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCII RE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE SINNIESS SM W OR 318 ASI SERFS OR CORROSION RESISTANT CORNED CARBON SIM AS PER DIN ATTACHED "Sit E PIROPEJI ANCHORAGE. TIRS S3WtTIRR SHALL aR.r � ATIACHItD To CONCRETE• Glad( OR VROD rRALE 500N8 W/ 50 W YIELD STRENGTH NO 90 AIR TENSILE STRENGTH AID SHALL COMPLY W/ :LDRDA BUILDING CODE SECTION 2411.3.34. 10. EACH RECUAR STORM PANG WITH LENGTHS OVER W. AS PER SECTIONS 1. 2. 4. S. 6 AMR ALTUMATWES IR, aW k 4W ON SHEETS A. 5. 6 a 7 RESPECTIVELY. STALL MOVE A LEGIBLE AM W."Y VISIBLE MMMNG INSTRUCTING OWNER OR TOV14T TO 6. BOLTS TO BE ASrM A-307 GALYWED STEEL OR ANSI 304 SERIFS STAMM STM_ WITH 36 k■I MINIMUM YIELD STRENGIN. SECURE PANELS WITH APPUCAB E REINFORCEMENT DURING PERIODS OF HURRICANE 6ARNNG. 7. ANCHORS TO WALL SHALL BE AS FOLL0M4 It. THE INSTALLATION CONRRKTOR IS FO SEAL/CA XX ALL SHUTTER COMPONENT EDGES WHICH F MMN N CONTINUOUS CONTACT WITH THE BUILDING M PMYEM WIND/RAN NINFSIOA w 10 EXISTING aamE1E - t/4'P TAICON ANCTDRS AS MANUFACTURED BY 1•TW. BUEDEX. NC (M+'. Ce-3192 P4U.) 12. STORM PANEL M ALATION SWILL COMPLY VAIN SPECS INDICATED IN THIS GRAYNO PUPS ANY BUILDING AD IOMNG REGIRAODIIS - 1/4' 0 A 7/0' CALK-N ANCHWIS, LIB MANUFACTURED BY OEWALT INC PROVIDED BY THE JURISDICTION WHERE PERMIT 5 APPLIED 10, - 1/4•fYe 3/4' SOLID -SET ANCHORS. AS OSTRw/iFD BY ALL POINT SCREE. BOLT .SPECIALTY CA, 13 (a) T 15 PRODUCT EMIL AADOI DOCUMENT (P.M) PREPARED BY THIS ENGMfEER IS GENERIC AND DOM NOT PROADE INFORMATION • �/4-10 PAELWTE FEMALE O a PANELMAlt PLUS ANCHORS. AS MANUFACRUR(D BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PRODCT: La WHERE THE SITE COMCIIONS DEMA/E F7DM THE Pt O. - 1/4 0 7AMAC "LIN ANCtIORS, AS WHUFACIUREC BY DEWMLT, NC. (0) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AD INSTALLATION INCLUDING LIFE SAFETY ar THIS PRODUCT A 1) WMUM EMELIaNT OF CIPCON ANCHORS NTD POUFEO CONCRETE WALL OF 1 3/4': 2• FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT °EMOTE FROM THE W=t*NS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, t 3/4- FOR 2AMAC WAN ANCHORS. (c) 7105 PRODUCT COUATION ODdNAOIt WILL BE CONSIDERED MVAIO IF MODIFIED A2) CALN-N a SOLO -SET ANCHORS 9ALL BE EMBEDDED 1/6' MNtO THE PoAmD CONCRETE NO ENBEDOW INTO STUOOD smAlL BE PERMITTED. 1/4' 4-2o SCREWS USED SMALL BE i 1/2' LIFO MINIMUM SOUR vJCCO EXIST, (4) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED, 04MM OR ARCHIEC7 WINCH WILL BECOME THE AND I' MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/0 WAD, ENGINEER OF RECOW (LOA FOR THE PROJECT AND rN0 WWL BE RESPONSIBLE FOR WE BIT WITH WIMC HITS PROPER USE OF THE PE.0 f71ONEETI OF REEOTA. ACmO AS A DEIi'MED ENOMEER TO THE P.ED. ENGWEFR, SHALL WANT TO THIS LATTER THE SEE SPECIFIC O SINI FOR REVIEW. A 3) WN CASE THAT P'RECILSt STONE. PRECAST CONCRETE PANELS. PLWER6, Slum O1 WOOD BONDS BE FOUND ON THE ©WING WALL OR FLOOR. 0040116 SHALL BE LONG MUCH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS, (4) THIS P.LO. SMALL BEAR THE DATE AND ONOIIIAL SEAL AND SOFATINE OF THE PROESSOHAL MOHORAOE WALL BE AS MENTIONED N At) 00 M A2), ENGINEER OF RECORD THAT PREPARED T- (0) _ I a. SHUTTER M OWACTUIIQCS LABEL SHALL BE LOCATED ON A. READILY VISIBLE LOCATION AT STORM - 1/4• a 31PCON ANOIORS AB MWUFACEUAE° BY t T. W BUILDER. NG PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.22 Of FLORIDA BUILDING CODE. ONE LABEL FOR &M OPENINGLABETW6 TO COMPLY WITHSECTION 1709.9.J OF THE - 1/4- 0 4 7/r CAUhM ANCHORS. AS MANUFACTURED BY OSWALF. MNC- IDA 61 WXMG WOE. - 1/41 X 3/4• SDUD-SEE ANCHORS. AS DISTRIBUTED Of ALL PONT SCREW. BOLT k SPECIALTY CO. - %I4-10 PM41AATE FEMALE O AND PANELMATE PLUS ANCHORS, AS W"ACEURFD B/ ELC° C0N51RUCTION fin - 1/4. 0 7N.AC MALIN ANCHORS. AS MANUFACTURED BY DEWALI. INC 9.1) MINIMUM DAWW W OF TAPCON ANCHORS, ELC0 PAPELM►TES, AND 2AAC NOUN ANCHOR. Nf0 THE 'VCEN '•.19 FLORIDAFW► BUILDING CODE Non Ni n VdolTi NMrrlOWnaZone) BLDCX UNIT SMALL BE 1 1/4' t2) CALM-N a SWID-SIFT ANCHORS SHALL BE EMBEDDED 7/9• INTO THE CO DIM BLOCK UNIT. NO - %,44 7 ' am Rom. Sc24 &ACE GµVAMW STEELSTWMI PANEL a� ft STUCCO SHALL BE PERMITTED. 1/4' 0-20 SMM USED SMALL BE I Ilr LONG McMNMUM SHOULD DRIFT. * - -- n/ITm AAM ND 1' WNIMUM FOR WALLS WIN No STUCCO. STATE STATE /4M� -- IL CC O Iwi PROTECTION PRODUCTS Uc. H are "COji( Aw&N. 71 s1A1Q 8.3) IN CASE 11AY PRECAST STONE. OR PREc4sY CONclam PANELS, STUCCO OR WOOD BOARDS BE ..ISM PI-w�"" Flar, ION) 0^IL Al FAR, Ds.)•-oa EXWIN6 WALL ANCHORS SHALL BE LONG ENOUGH TO TEACH T4 MAIN SFTUCIOE BEIIYO SUCH Hs ••.. •' U• / Ir:..�-r..1AWi . 4AHrs A PAW. AlFAR, 20-175 ANCHORAGE SMALL BE AS MENTIONED N tl) AD M t2). S/UNfal ORIGINr. I'm, _ _imp Pa. s:MJW9MNAR/6OE AMA, TWAk.►L NMI OF to CONCRETE ANCHORS_. (SEE W EDIALE am SHEETS I THROUGH 10) --1 •E SCHEDULE a m r•h _. _ . L• mat. CAN SHEET 3)3i T GTH (SEE E HEET 3) _.-.D ..: 1 MAX. �, 4Y-7r,- Dim 11'a Ile I `; `!� ar wa wNHp 1rAa t -"i�i slaNlu & AS, oR .. �...� •.i t• MML L-6 tF I/NI. OC. ALTERNATE I POURm CONCIQ.TE (SEES . DR CONGER BLOE2t RDOIARI (SEE SCHNENAE ON S//IT5 I THROUGH 10) sunpjE No BCAL[ 3/s.r %rr Mw. TO Oval !SEE saanlxc,_._ 1 uION e1a1 rrI ON SHEET 3) i-- ti• M■HL PANEL LENGTH (m IN SHIM 3) 1 1 I i OF tL i ( Eo. L ooE 1 "'/YDc CONCRETE BLOCK L I i REQUIRED.CONCRETE 9TA0004D W�/HORASt11s- SWEE15 99 TIIOUGHON so) mumuma scAtE S/9-1 v yry/5 ; _...."b11°�coNcwrTE�elar REQUIRED: INSTAUATION DETAILS FOR REGULAR PANEL 6) INTO WOOD ALTERNATE IN ADEQUACY OF E WINK WOOD BEAM TO BE CERTIFIED BYREGISTERED 0694EER � A�RCRTEADT�Ptw01! TOTD SHIUTITER -/' �� / ' I V` / / FOOD ANG1016 ALTERNATE WOOD AMCHGft . _' ' j ,• Loi 411• HNI rAa1B119Ao U'+ (SCE scH4uLAE on / !+' SHEET 11) (SEE SCHEDULE ON SWEET I I) ■ us WOW i n / 1/2 i Oust 1 4' / - CLASS ".'HIT 8 I WOOD ANCHORS 'A J2.H't ; imme a Ijw nc O -•i6ES[PO�A�BS.(SEE 1� I I 1 SCHEDULE 1 aILA i oN S/4LT 3) J 1 I m1n. SIDA N161ON TO °LASS. 1 1 I It41A"FI•t' 'L' _ r-67 (LEE SCHEDULE ON BUT 3) 1 1 l �. FNw• FAME! LENGTH moel alw MAILL - PANEL LENGTH ID LE 7f A�� SCHEDULE (SEE 0N SE3) IHm J) G 1--- I -- ��OF I i Ilk WX- Uk x •� • ,;� a 12 1/2• D.G 1 1 P 1/r -----L-------' NOIl4-F-aa"M �n l - WOOD ANCHORS �_�---- - I""R BE s•A4' WOOD DIED • � _110WANCHORS ✓- ii �I I - -(SEE SC ON LE ON_ MIS SHEET 11) BIEET 11) 1 IJJ •-- 2, MI --Aw �JIJN[i ARID � SCALE NOTE FOR COMONAnM OF SECTIONS. � -- t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSUK RATING (p44 AND PANEL LENGTHS SUIT No. 44187 : *; q SLITEOF 9 '. FLORIDA BUILDING am f TM 24 CODE Non N NMMcan CASE BALVAMM STEEL STORY ►ATEL ZarLs ORION Ill. COMBINED N ANY WAY TO ANY AS PER SCHEDULES ON SHEET 3 INSTALLATION. 2. FOR MEW WOOD FRAME CONSTRUCTION: WOOD d.P' �lO N0/nMM MEMBERS TO BE SOUTHERN PINE No 2, w/ SPECCBIC /ONAL IL E C O Iwa.CLOM PROTECTIDN PRODUCTS. �• am DENSITY OF D.55 OR E'WSV. E "•••N11111/aW_� _ R JO• 1r . TWW wH w.1 aw.Ie .ao MIA 6, aFs, • A. amNew New (RAIIOa-7aM, rm BNIsm-m 20-T 7S rt SFM,/abMlWw/ON Sol m zi. ►L aRWaa r a= 7 wit Q% i :%i (a +.a U L O� O Q 0cu .M U 1AZ,W� `v c O 0 W c 0 LL L w L 0 N O N N o U a LA3 0 A� O t/ C ti C 7 N C NYI 7t N C* ►. 4 N � GO 02 c 4 GO C .'�_. 3 IS IRO 0► iT f.N 41 i CA >^ CL CD AJ A.. CS W cu O U CD U V CIO _0 CL cu Q Z Z Q J a. SHEET NO. SH 1.3 r V% w SOL-79 ALLOY 2 "Ir IL-aK Cam. ALLK 001111.1; CASE A (PL&) SCALE 1/4'-1* If Lt. Mo.. - - - - ----- - 1/4- d Sol e. Aw _r, I " 0 Ir" Olt = 0053-ALLOY w/aACK'Aff cAl 0" Ah- APHU CASE B (PLAN) SCALE OR & 1/4`0 21/2- 0, Amawo, . it 18.10114101: us L000111011 ; MNAALAW Ol PLATE T/;. ll W.- CASE Q (PLAN) SCALE 1/e-I' r an Its Au.0%, can. ALAAL Akw Will 410 3/e TAP= 0 4= al Am ,/,v atv KOUM CASE D (PLAN) SCALE 1/4'-1* SMAD-SU an cAl OVERLAP PrOwANDmm FWM OR 111.4OF OPEO PANEL CONRM am 0OR "NOW SMPLCAKE FAANDUIEASAP I OPENING octill raoLqo Co"cwL COMIM momom an SW wcoo raw 1 O.. /e vwll I 17Y-ft XT -AARM 1I= M r MIL.1 III LL OEVER CUT Do PAPw I- X OLD. DISTANCE _0 ---- ----- CASE G (PLAN) = amll SCALE 1/4 -r ll V&ID FOR DIRECT MOUNT OWA"IM ONLY It CERTIFIED PANEL INSIALLAT)OH AT WAULS III SURFACE LEVEL VAM"G *INN 3/e CASE E (PLAN) 'C'ul CASE F (PLAN) SCALE 1/4--l' (VAUD ONLY FOR PANEL&NISTAL-LATIDINIS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX A.S.C. DESIGN PRESSURE RATING LOJMM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEE, 6 & 7 APPLICABLE TO hiunv%O D= OF INDIA MAXIMUM PANEL TAPSIDON LAG SCREW I PANDAURTE FEMALE 0 PANaMKM PLUS WOOD MAW4 13' ly ir ir 13, 11 M 130 it IV (BGSPOW) 1/2- 5 1/2- aw cm - a Ile - 12 12p Olt r Ul is. 311 13- Ir it it 13" +45. -45 OR LESS Ir 1 13* 13' ir 13" 13, ir it 13' a 1/3* • (TOM Ir ir Ir w I ($MY" 61/2- 0 1/1* 6 1/2- 61/2- 8 1/2* (Tar)- - IS 1/4- 12 1/2' 61/4- (pqsrfs�) >w 4 1/2* e a 1/2' a 1/2* 4 1/2-4 1/2' _ i 1 7- ". , '/ (Tal 13' Ir I Ir 13, _j • SEE TARE #1 FOR MAX. A.= OLS" LOWS dc Il PAN! LENGTHS WEN SPACER" IS USED, OORRESPONDW ONLY TO ALTERNATE 2W ON WAIT 6 1 MAX. A.S.D. DESIGN PRESSURE RATING (PAJ.) Uku" ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEENS 0 & 7 APPLXAl TOPANEL AIJEASSAIM •All OF THEM Uy -L (ft-) TAPOOM LAG SCREW PANEUwTE FEMALE 10 -a�-E PLUS WOOD WW" 13, 13, it 13, 13, 111 Ivan ir Ir it Ir 61 1w MOTH" 01/2- 0 11r a 1/2, 6 1/2- 6 1/2' (ion - - 61/4' 12 i/r 6 Ile (Wull) SO IRV 7 112' a' 87 clan LESS _7'_ 7 11r V V Ir 3w octuo Ir 13, 13. Ir 13' M P,+45. -45 To +711-711, Tr 13, Ir 13, 13r, (BOTTOM) 1 r it Ir so' W(lop) Ir Ir lar it Ill 1M (BOTTOM) 6 6 1/2' 8 1/2- 6 1/2' is 1/2* - 6 1/4' 1 12 1/2- 1 6 114- TO >Bl - I/r 7 r-r 3w MOST" Ir 12" Mn 13--_ Ir Ir I Ir 4W OMM) • SEE TABLE #1 FOR MAX, ALS.D. DESIGN LOADS At MAIL PANEL LENGTHS MEN SPACER 0 fS USl CORRESPONDING ONLY TO ALTERNATE 2W ON Sl 5 JELL& A ASO DESIGN LOAD MAXAW PANEL ILDMITH 40 PSF OR LESS G.-B. > 40 PSF TO 50 PSF 5--2- > 50 PSF TO 60 PSF 5*_I O;_ 1 a MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MANLE 0 OR PANEL MATE PLUS ANCHORS & W/ N SP_6pMgu" 1/2- O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL (J-) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TIMIDON INSIM POURED 1/4-0 ulpdiNta at ANCHOR a 9 O.C.CONCRETE BLOCK CONCRETE BUM fmato=. ftvum. J We 1 Ve All i EDA I TO GLASS. 1XIMING-11it 6wtf GLASS • t v wall• v MAX. PANEL LENGTH Al S. PANEL uAlm (Sal Ef"Am (SEE COATION 10 ON SHEEIF 12) ON SHEET 12) 10 A W GLASS. EXISTING F CONCRETE RACK CONCRETE BLOCK REQUIRED, mvtmmn SEC= R=34 1/4'1 fYFIFLMAtE MJSSEMM -R--3B a BMW& PARM WAI WIN 11112 "M to a to MR MCHM rft WMYII to MOWAAlM AM UM � KSDMK WO" ANCHOR SPMWM 00 MBW.% UK DOVIM AK MGM= ok In somm To ED. LM THAN *own am so=" ma so" SPOMM my "?MY" SPNM *� am so=" of im POUD� FACNM IN THIS OPDV;= 10 BE PON" MM MM MPMO UMA FACTUR VAL 10 K un 111101 �m WMIND PMEAM FOR Ill AND" "I'll all In vn %V= I'M& 1 .., w"a Awwoa WNW li I FILMORI BUILDING CODE (Man Ruh Valil zol %mnowow IcYl 04 3 e� TLMA PC. 0-1 low.& am N 3 3 In 24 "a ftVAN= STEEL STOW PANEL WAM W AWJL K annual IM xam STATE GLOBAL PROTECTION PRODUCTS. UDC. w"Al JIM 4M 31A It SOW L Rio al IS. jai. Al- pwam (W)sw-rj* 1:0 auMil l ova" ft C.-dow Syr P-E. stli/*@No&OKAM NY A.A. 01, px Moll, 14 w I LOW U& a 4ile ANBW (VAUD ONLY FOR PANEL) INSTALLATIONS AS PER SEMM I THRU S. ON SHEETS 4 It 5) MAX. A.S.O. OEM PRESSURE RATING VAXON ANCHORS SPACING IN UN ED. PER SCHEDULE BELOW APPUCABLE Em VAXWOM PANEL LENGTH MO. A&D. DESIGN PRESSURE RATING (PAY.) iomm ANCHOU $PAC= FOR mm ED. Put SCHM" BELOW APPLIOW 10 Bauvicla PANEL LOOM (1.) TAINCON SOLD -SET PANELMATE POVAE ll Pl ZAVAC--KVJN TAPIDOM FEMAILE 0 PLUS zm� CAUK-11,11 10 3k SENIS "Iffs, 10 2k -,* 1.9 w M. s wAir SO colcm �& * 0 coo= * 10 momm OWF +45-45 on LOS Ir ,r Ir ir ir Ir is' ir Ir Is, ir I it I (TOM W--r OR LESS 1 Ir It, it it Ir ir Tr it it IF jr It 1/2 1 (w) v__r OR LEU I ,r it tr IF ir ir it ir ir Ir ly tr I WIEN) ir Ir Ir Ir Ir ir- it Ir ir ir it it v/2 I (earno ir it 13' Ir 13' ir ir ir it tr ir ir 2 "n ir it Tr IF r13 Ir it tr it _ Ir Tr jr 11 1/2 2 (FOP) ir Ir ir Ir Ir 13' is, it ly it Ir 13, 2 (ODYTW). Ir it Ir IF ir ,3 Tr Ir it Ir Ir Ir 13 t/2.2 ir Ir it it Ir ir it it is, ir Ir 3 (10p) ir ly Ir Ir it Sr 13' Ir ir it ir ir 11 'Ir 3 MP) _;r 12 I/v 12 1/2 a Ile a 1/4- .12 I1r 1. 6 1/4' 4 t/e 3 (WnCM) - - P2 112'.12 1/2' is , le 9 Ile, S tle P2 1/2'12 11r. - - 6 Ile 6 1/4' -v 3 (OUPOO r r r r w r r r r I r o. 7 SA. 4 (w) r 5 11rj r a, W 16 1/2- r 7 112`1 lil w - r A tiop) r - r - Ir - r - r, - W - 4 OWT04 r - - r - r I - e 4 (va"0) Ir Ir ir ir it it it Ir it Ir 13* Ir 5 mn ir is, Ir tr it 13, ir tr_ ir Ir 11 6 (mp) IF Ir Ir k13 ir it Ir it Ir ir ?r it tr 3 1111101TOW Ir 1Y ir Ir it Ir Ir Ir Ir tr jr it 112' -1/i 5 (BOTTOM) Ir 131 ir qr__ If lle ir it it Ir ir it Ir Ir a (TOP) [13 ir tr ir it it ir it ir Ir Tr Ir it 0 Ml IS 1/e 111 Ile 6 I/e 6 Ile a 11-To cam-) 6 Ile 6 1/4- 4 Ile 9 Ile 161/4' 6 Ile 6 MIT.-) IF S. IF so 72* IF 7r 13, T. 71/2 a 1/2 ir 4 11r t CW) M 14--e 1 Ir G' Ir Ir ir 7-1/7 Ir 7-11r i 11r 8 Ile Ir - 5 11r I _1TGn To I I it 7` Ir IF ir 9 1/2 it 9 1/2 to 1/2 1 1/2 I;r or I (BOTTOM) Ir 7 Iff Ir ir IF IV Ir 1V it* r . - a 11r I MIT-) Ir V 13. ID 012" ir r ty r 71/2 51/2 it 4 1/2* 2 Mn ir r IF Ir a 11r ir 8 11r 9 11r IS, 'Ir Ir S I/r 2 (TOP) Ir 7- Ir Ir Ir 91/2 Ir 9 1/2 10 1/2 7 1/2 r 8 1/2' 2 (BMTOW) ly 7 I/rI it -ir tr ir 1w ir Ir it' r 13" 6 11r 2 (SUffOLf) ir 1. Ir ir Ir 9 1/2 Ir 9 1/2 10 1/2 71/2 ir 6 112' 3 (top) ir 7 11271 Ir tr Ir Hf* it to, I if, 1. IF 0 fir 3 (TOP) 72 1/2 l2-17F 0 1/0 6 Ile 12 in 0 Ile - - a ve 6 Ile 3 MOTM4 - - P2 In it 1/2' 6 Ile 9 Ile 12 Ile 12 11r - - 9 1/4' 6 1/4' 3 MOMW -Ir .5 1/2" 1' 3 1/2' r 4' 4 1/2^ r a i/z* r 4 1 1 /r 3 W_ v r 4. el A'- 4 112- 3 11r IS 1/2' r 4 (70P) e a. - e - r - 5 1/2- - 7 ilg- -- 4 (BOTTOM) Ir r w - r - 3 1/2' - 17 1/2' - 4 (@D"W it ir a 1/2- it IS 11F so llr 7 ve ir r 11 13, a 11r 13, ir 'r ir Ir IV it w it $ 1/2' mard Ir 2 111' Ir 9 1/2- 10 1/2' 7 11r ir 6 'Iris (BOTTOM) it a vr tr ir ir IV it to, it* r 1 13' is 11r; 13= -Ir 'r 1 7' 7 I/ris 11r 1W 4 �iTe crmop) Ir ir 13, it it a Ijr 11 6 I!r 9 11rill 11rj Ir ilk 1/2-15 (LOP) !7 1-/14. 0 (WfT-) 1 - 6 I/Ill 1/4-fil 1/0 i-71le 1/4'16 1/4`141 (DOTY-111 Stt OW 11 FOR OCHM 1191 & WN= MR paTAWriDte INTO =0 FWM &P.W= 0 mww &am SPMNM No mumm WOE OIPAJICE ARE IWAM at "a SCPM" FOR cc LESS TWA (wall ON goessitt REDUCE AICHOR NOW or MALINPLY" SPO&M SMM ON so=" w THE FOLLMO Wfam FOR IMS OPOVAM IQ BE "OWL I== "A" SNOWED SAINS; Fill SPOLL KV IN UIRS THAl MANS SFACM MCOO FOR EACH AMM INK ON 71s SCHM" MALE 1/4% IJ4l 1,011l 1 1/4% I/r. 1/4" Will sajp-m "'ll WSW - Ii afYa woo Ano"ca vismilic (1 3 3 3 3 3 Iff 11/1 SPIN 3 3 11r r 3 3 1jr 3 11r 4 AMK M WNW (M) I Still r $ W ___T vAll ONLY VALID WHEN will Al DESIGN LOWS & IMPOL PANEL LEN" "Sausm, grz. &e DRL& a A= DE810N LORD mpxum Pon LEMOW 40 PSF OR LESS 6,-6* > 40 PSF TO 30 PSF 6*-2* > 30 PSF TO 80 PSF 51-10* A MAX PANEL LD6THS ARE ONILY VAUD FOR INSTALLATIONS W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- D.C. F--- -- -. (SEE . At ALTERNIOM ON SIQ19 13. 11 11 t111-- ­O i i r MILK. Ill Rl 11-3ill Ill 01-2111l R-30/114. r VAX. r R­-IAWl R-IAW/15, *-3AW/16. * 0 0 0 0 0 114*0-20XI' &S, BOLTS *a - (USE FOR PANEL LENGTH i I lox OVER r-V) PANEL LINGTH REG" RECULAR PAIa PANEL 0 +40A -404 Pat (w/ Dow MID "M LENGTH DOLT) 46-4 ------------ 4 --- -------- --------------- -- LIFE SAFETY Cf/C MMO WAD PANEL 413011114 BOLI) L 0 460A ­54.0 PAU USE 21-W NK PANEL LENGTH AT ALL M OUNIM S. REX A EC CIV T 1A j -4, e 1 ------ 47" 2� CA a LINE SAl I DIP` D.M., r_Pl BOTM 0 --ovvw OVEftAP-J or @ ONG NUT AT EXTERIOR L___VM NUT AT r5w LEFT PANEL MGM PANEL t NslµlAilGt3 ONLY VAUD FOR WIND It-IA/13, R-2A/13. Ri *-isl R-2B/13. R-3111/14, 1. MN.1 SPEED LIP TO 170 -PA It-IAW/15. Ilf-ZAl P-3AW/16. R-lawll R-2901/13. R­399/l (SEE SOC110146 & ALTERNATIVES ON SHEETS 13, 14, 15 11111)------ I/e MAX. GAP LIFE SAFETY STORM PANEL (1) ELEVATION M REG" 2.Wr SCALE SIC -I' REG" owl css�t_­ il rT STO" PANEL SNOTTY PANEL 0c X, 1k, -w PANEL FLORIDA BUILDING CODE (Mm High Veloaft NMrr100M USSR) .411,P) Ill W. VIP. EXTMOR SECTION A -A SCALE 1/4--t- 24 UK �v�w will. STORM Poll ONM 10. Bill PROTECTION Pl I.I.C. 4= IN. 5 gmw 1100t. IS. U314 PAM (M)OS�nk FAR. M)INI'Ll 20-175 OWAM -Il 1&1115.1 villlill- 110 mm OHM 12 W Is INSTALLATION DETAILS INTO INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES PANEL In T-- < =Aotit IOIX) MEAGER 1/4"0 IA" o.c. O.C. q IS W -0 00orw Ve IT\ /e I MAX 11/4- MAl-• MAIL, AtAlAtill 'Al -TwIll If Alm W4 All A UMM SAW! r-4n L. LAW If PANEL LENGTH 1 4 1, MALL PAN& uxasm A 0 I(SEE CLOM11001 j ON SHEET it) Mail PANEL "NOT14 (SEE arAWN cm anvirial GAS SHEET 12) H ON Dim 12) A 1* Ml ON 114l 12) IS V V_ SEPARATION TO GLASIL - .4--- A,- L/2 OLASILL W2 I TO CLAM 4) Lt, 2"l WOgD, PLATE V4-0 TAPUN'Ii "o llKaA� "4rAPCM 2.4, fol ANCHOR 0 r or- B` V 0.. 0 V O.C. PLATE upcow STACCU�M III iiUll W/ STUD "A, wm FROLVED ANCHOR 0 V O,C. L_ LA REOLNM REQUIRED FIN _117 P 61w 0 LIFE SALIFEW PANEL, J&uvw WAI I ScAlft3lpowm a NEGULM ANE13 PANIOL No N=.-Mwvql 1. IN31ALLATIDII ARE ONLY VALID FOR A.S.D. Oil PRESSURE RATINGS (p PER ELEVATION ON No AND PANEL Ll 4 S 11L EN .4416 7 STATE 0 FLORIDA BUILDING CODE (Mon NIgh Vol INNU an* Zone) m INAM M 24 UK GALVAMM STEEL STORM PAl GLOM PROTECTION Fill Lw. *I/V/mn 2. FOR WV WOOD ll CONSITILIC11001; WOOD MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFICLORID �y2J 4= Lai N,-,aMft.& CNAN= SOL 61 sww L '03, 20-175 DENSrff OF 0.55 OR EQUAL. welasse LIA. a I owls or to MAXIMUM A.SJD- DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGILILAR STORM PANEL a) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (Ifl ONLY FOR PAIl #wALLATKm As PER SECTIONS I THRU 6, ON SHEETS 4 & 5) MAIL A.S.D. DEPON PRESSURE RATING BELOW 1. LENGTH v ow PRESSURE (PaG, MkVWM ANOIM WAMO FOR IBM ED.PER 9ONDLU Nam APPLrABLE YADNIY LOOM t. upooN SMA)-W FEMALE ID -1 I~ SOLID-Stf MAINE 0 1" ZPAIAC-IMMUM CALK-1111 "g-0 k -,0 10 10 or raw 465. -0 To W Ir Ir ir ir !L. ir 13r ir IF iw I MM OR LESS >.7& -75 To ItIL-11" 11 Ir Jr 10 11r .3- 6 I/r I _r 13 11 1-17 6 11r, I I clam OR LEO IF it, ir 13, Ir Ir ly ir 12* it for I Imanowl) 13, 4111/2, it tr Ir r it w W 7 11r t14 Ir r I 10=01d) Ir it' Ir 13' Ir it I sr IF r Ir ir IV' 2 Mn ir r it I* Wr - Ir a 'Ir it 6 11r 7 11r a I/r 13, 4 112* FIT011 Ir I%* ir ir Ir tr ir sr IF IF it r ir 12 awn6m) tr 1* Ir IF -;r- 7-i/-r ir -9-ITF I-il , 71-Ir tr I IE_ 6 11F12 wivailo. sr it' 13, Ir IF ir 13, ir it, IV 3 Mn wr 71 it tr - 13, 9 sIr it 9 11r to 11r �: 7 1/2* ir al R, 13 MP) 2, It I/r 4 114! 5 1/4' 12 1/2-72 -Ir 11r a Ile I; Ile j MosTal - - 12 1/2-12 1/2- 9 W I Ile 12 I/r 6 Ile 01/4- 6 Ile 3 (BOW" al . I 'Ir & Ir kl3r 0' 4 1/2* 4 (POP') 7^ Y, r 5 1/2, r S Wr r e 4 I/r r 4 Iff 2 11r 4 M r I r r w r al - 4 (DMW4 is lIr - r - r I - 15 1/2' - r 4 (BOTTOM) jr I,* jr I Ir jr jr it ir ir it ir r to- s cran I a fIr ir ir it r ir I r 7 11r ir 5 CrOl is' III it I ir ir IF it it ir it, Ir ir to- To-mTw Ir 71 Ir Ir ir IS I/e it 9 tlr -for to in 7 ilAr- - 13" V 5 (BOTTOM) If- ir tr Ir ir I Ir Ir ir ir lo- 5 (mp) Ir r tr It 11r ir if i/r it if iff 7 Vr s ilr ir 4 in- � (BOP) 1114 1 1/0 6 1111' 6 1/4' g Ile 6 Ile 6 CSU"�-ii 0 I/e 0 Ile 6 1/4 6 1/4 . 5 1/4. 5 4 6 Vel If Ve 6 all tr 7 IR IF IF IF for 'r ir -w if- V Ir a Ile I CIOP) 70 W-V tr y - IF 0=1 /I ir a I Imr tr 6 Ir 7 lIr 5 t/2- ir 4 1 1 >W-4r TO I.!;- -,w it it ir 10 11r ir to 11rll I1V V Ir 71 1 (BORON) ir a t/r it ir ir- 1• it v IV 7 1/2' jr Sil I morial ir 7 wr it Ir it to"- Is, 1V ill r it, a 11r 2 (fop) Ir 5. it PIS wr it IS vr sr- If vr 7 1/2- 5 ilr ir 4 0- 2 M 7 Ile Ir Ir Ir 0 I/r IE_!jjlT1l 11r Ir 7- 2 PW"M ir r IY it ir if 1/2' Ir IS 11r 10 ?lr,? 11r ir 6 1/2' 2 (BOTTOM) Ir r 71/2, it it Ir to 11r it soilrif 112' a" it r 3 (TOP) Ir Ir tr or I 11r it 9 1/2* 10 1/2"17 112' it 6' 3 11 - 12 i/rl2 11r I 11V 6 Ile 2 1/21- 6 I/e - - IS 1/4' 0 1/4' 3 (11911011) 12 1/2'tIf 1/2' IS 1/e 0 Ile 12 11r 6 1/4' 61/4- 4 1/4' 3 00110111) 7 1 It 3 1 w Ir 7 1 4. r 5* 3 1/2* r r 4 POP) T. r r 51/2' 7- 3 I/Z- Ir 4' 4 11r 3' 6 i/r 2 1/r 4 (TOP) FIr V - r - a, •al - .4 (possfou) r - a wr - r - r - 5 1/2* - 71 - 4 (BOTTOM) Ir 7 1/2* Ir I ir tr 7' t5 (TOP) I Ir 41 yr ir ir ir r- ir IS, , ir 71 Ir Ir r p ll Ir 7 Ilr it ir is, __rr_ 7' Ir r 13' ". it 9 lir Ir I I/rPO 1/2'! 7 i/-:ri 1,. ir 7 Ile it 13- tr •ir V Ir ir IS Ile it 6 9/2- 17 11r 1 112`1 6 ve 0 1/4 $1/4 6 111" 1 114.6 1/4'19 1/4 .6 Ile, 1 14 sm ow 11 FOR AROOM rM a SPACING FIX dauu9ma 100 "M Pma OLUIM • VIANNIN ANO" 040" 00 MMW 101111. OMMU AM WOW= ON IN$ 1104VALL IN L0, I= 1w Doom INS mom" am" AM" PAM III ALTftvm WALM SHMN ON mmu BY THE fuwwo Flom MR " apam3m TO ME POMM Am= "won MMM Law MOOR SHALL NOT BE LM Mw WIMM SPACING OMMO IN EACH ANCHOR "PE OWN 7"Hwo foram Mom Tfft lixe. 1 1100 UPON All ilfeRr mx*m VACM Ol 3 3 3 3 t'Ir 2'/3 "PAMPA" 3 3 vr r 3 3 vr 3 j A lr j fir a in 3 vr 4 Al ROME FA" a i/r fall - ow _,r Ila fal - SPACINGS ONLY WAX =S= WIS USED. #1 FOR Il A.S.D. DESIGN LOADS At MAX HOL IS USED. 1/4-0 TAFAWN 1/4-0 t ANCHOR 0 r O.C. ANCHOR CONCRETE BLOCK REQUIRED. . ............... . LDA _V/K, LDl TARE &I a A.S.D. DO Lem MAXIMUM PO4L LENGTH 40 PSF ON LESS ll * 40 PSF TO 50 PSF 6'-2' * 50 PSF TO 80 PSF V-101 III Il PANEL LENGTHS ARE Ol WILED FOR INSTALLATIONS W1 SOLID SET ANCHORS At W1 "SPACER AT 12 1/2- D.C. INSTALLATION DETAILS INTO POURED CONCRETE b.-c-.1 mcmm ftal 2� BICOLORED. FOR UFE SAFETY OR CONCRETE BLOCK ANCHOR 0 r D.C. PANEL(I-) STRUCTURES 1=wl CONCRETE BLOCK REOURM. I" Min. M CLAM Ar A, on umv, am r-4r) MAX I PANEL LENCIN a, PANEL LENGTH (SEE ELEVATION (SEE ELEVATION V Saw. ON SHEET 12) ON 104GET 12) 10 CLAN. L/2 a U UfFal L "/40 ",140 D� C. CONCIRETE OR CONCRETE up KOLARM REQUIRED. =DQN R-TA O REGULAR PANELS 1LINWILMANIFIL WALL MOUNTINGS 1- m alms Is A, to MR ANCHORS; AND= "ft Till III NA%CPQ FOR AIIIIA"inow wm UP" WWAk MC� 3 Am nvAa NULOM WOM ANCHOR VOCRM AND MMO 32 ON ONPAM INalrn1® ON INS "All SCH04AL IN Co. ums 1141,01 NAMIM 0, SOMALI Il ANCHOR SPACING BY IAXTPLYM WMM smom ON SCHEOLALL Iff LIE FOLLOWSO FACMU Iwo am MR THIL OPL%V" Sit 91 POM NMUCED SPACM OgLon Ldw FACIOR SHALL 007 K LM TvM a I- - 'M LICII 60WAAI SPACED INDICATED FOR PEN Amc"m 71PE ON THAT 9CHl NMI M ll R SAW, an V-0) tl is 1y. ----i . PANEL All, v MAX LENGTH .4 1.(SEE ELEVATOR 6" PANEL LENGTH M ELEWJM 12) ON SHEET 12) I IS 0 to= Ln wnw m E.G.& I I I ED 'A ED /4-4 TAPCGN 1/4-0 TAPSCON ANCIgR a V C.C. ANCHOR 0 V O.C. .-Quills" PGA CONCAEM on _150HORETE BLOCK fCOURM. SEMOl vj2B 0 kram" Mks ]LIFE -cmw. POURED CONCRETE OR PEOLOM -PANEL WALL U01JUTINGS !"44-kooft- SCALE 3/0-1- INSTALLATION DETAILS FOR UFE SAFETY PANEL(D INTO WOOD STRUCTURES O.C. 7 WA Mil 1-i Li J. ;V�- Slip vk T I ul me r-Sn 4 1 v all PANEL LESSON If (SEE DEANvi I (SEE aro-nm In ON SHEET 1:0 ON SHEET 120 M GLASS. SLAW 4 L/2 `M - rw WOQp_ 2*ke WOOD PLACE PLATE 1/4-0 PANIELMATE PLUS YAXKMtED It mom 0 12 IA- O.0 /2"0 A-aAw uxuwm Jam R PANELS uulurllNN 44167 FLORIDA 91.14LDINIO CODE (Won MIgh Velaaft Nu one Zone) Cam ILUM. Il F.P. 24 UK GALWAMM SUM STORM PANEL WANN 9l 1. INSTALLATION ARE ONLY VAUD FOR MAX, Al STATE e DESIGN PRESSURE RATNGS (PALL AND PANEL 1AZOR am& PROTECTM Pl U.C. 01"am,`N" SHEET IL E C O Zc LD41M AS PER ELEVATION ON IL y ........ , LA I MR NEW WOOD FRAME CONSTRUCTION; WOW IONAI. WT Snw W ALL w X ft SHIA 3014 20-175 PNaNc MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC m, - , 1- 'ft (0"""M DENSITY OF 0.55 OR EOUAL ex-ommi ORION* - PE *=JIL"a 4441 10l ! I ow if or is cn -cu 2 cc::�)- =0 2 cu -a 0- - CD CD ll w a) -I- C CD cu 0 -cu Fn O 0 cu 0 cu cu > E 2 0- !E cn cu so I- _0 . c_ cn < c%A CV co ED o tj C-1cr2 47.4 >< LA_ C3_ C= cz, to -cl C= cc CE, cc LIT CL E CD Lj C:) cn c- W cu 2 CL CL 0 cu 0 6_ cf) cu M LIJ z z SHEET NO. SH 1.4 EZ1/18. EZ 1 W/ 18 ANCHORS -- -' --- - ---- ---(SEE SEC71ON EZI a ALTERNATIVE E71W ON SHEET fa)�-.. - J-'- Ile., Me.- I. 4m... ,,� •'�OxE NOTE 2) 40W/® LlND/E ?) /TAXI• S,M.S 11/2y'� E?I�_ OFEApi AuLawitiN RE iFppaplrfl O LAST INUilTO BE INSTALLED AT EACH OPENING SHALL ALWAYS VV 1/2• O O O O O O O Ef O -�---T PROVIDED W/ REAR HANDLE TO FACLUTATE INSTALLATION IF INTENDED TO BE INSTALLED m FROM INSIDE OF STRUCTURE. A PER NOTES ; -L• 1 (1). rSFNJITION OF ciaNS 2". E-2 HANG STORM PANEL S'S-TV (ENO PANEL) PANEL) ItrtERgR PANEL) 1NJTi7t10R PAPEL) CONSISTING OF PANEL + Cont. TRACKS TOP S BOTTOM LEND PANEL' i1NTER10R SEE NOTES a, 4 I I NOTES 2T 3, 4 e,-p• (2). END PANELS SNWl KWA�S BE CONNECTED TO BOTTOM TRACK BAR ST1NL FRONDED AT TOP OF SUCH I i, I (W 8E 1 NAAt OTHERWISE A STOP I ! I PANEL LENGTH PANElS. +1117;' , At +_ f * • a/- 1 R+•r (3). IF END PANELS ARE CONNECTED TO BOTTOEE TRACK, CONNECTION I L I SMALL CONSIST OF 1/4"e-20.3/4' M.S. W/ 7/8"6.3/32" WING TED PA1448 If 1/ mi. NUT OR 1/4'BY3/4' Mi.. TH(%835CREW INTO TAPPED BOTTOM S.S. amTs W O EAL OVEIRAP : TRACK. LOCATION OF FASTENERS MAY BE AT OTHER OF TWO EXTERIOR FIAT FLANGES OF ETD PANEL. (SEE SELTONS APP1MABlE3 I OF (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO j PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE 3() ABOVE IN SUCH CASE, CONNECTION OF J_L} JJ-LLJJILLJJ_L J1LLJ C LJJ_LLLJJ_L1 JJ_I •1LJJ_11J PANELS To BOTTOM (RACK MAY OCCUR AT ANY PANEL LOCATION • • • • •It N so NM4 _ f' Merin. I-4--Z", r wh Lr t INSTALLATIONS ONLY VALID FOR WIND 7 rT!! 3 j SPUP TO 170 ..P.R. SPEED 3 Allemm SECTION E2t A ALTERNATIVE E21W ON SHE, is). EZI/18. EZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL , 11 SYSTEM (t) SCALE: 3/32'-1' I/A' Nwt GAP WE2 LAERJW "Zoa;� 3�687'{4LLVNLM IAA%/4W \��. SECTION A -A Vy,E,IM/YrNINN. SCALE 3/32•i1"A•N'P FLORIDA BUILDING CODE Non fth Velocity HN cans Zone aT �; _ ro G:oso TATem ea. 24 GAGE GALVANIZED STEEL STORM PANEL OPINION 'M, a4T sT gz . *: :*z - * GLOBAL PROTECTION PRODUCTS, LLC. 0f/"MREmO I! E C O STA,foF EEE�. • rLCPT9r0 �, ,Tee SN. 5: STIET'I �i IL ', awl. 3331, VARIM OA 'LZORID .. �,/ Nit.. o.i ,u yr vim^ MIaIa. (Ib4)eM-T rAY. r».xeY+/eT 20-176 MoYM 1�NAt ll] •••••• u-OOOATIR s� mom Ya PJ14N11rlili eALNR A Too A.,ir P.E. rT-V ,r• /1T ITN q N ENG!NEERING ENGINEERINQ EXPRESSA PRODUCT EVALUATION REPORT September 15 2020 Application Number 17869 1 - R2 EX Project Number. 20-31543 Product Manufacturer All American Shutters and Glass ManLifactuler Address 1540 Donna Road West Palm Beach FL 33409 Product Name A Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Repot is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20-3 005, FA.0 , for statewide acceptance per Method I(d) The product noted above has been tested and/or evaluated as summanzed herein to show compliance with the Fonda Building Code Seventh Edition (2020) and is. for the purpose intended, at least equivalent to that required by the Code Re-evatuation of this product shall be required following pertinent Florida Building Code modifications or revisions Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EA drawing 820-31543 ullld'24ga GaNamzed Steel Storm Panels (HVHZ A Non-HVHZ)-, sheets 1-5 prepared by Engineering Express. signed A sealed by Frank Bernardo. P E Is an integral part of this Evaluation Report. . TEST REPORTS Uniform static structural petformance has been tested in accordance with TAS 202 tesf standards Nf test repon(s)138T-ASG-17-001 by Blackwalef Testing. Inc. Large missile impact resistance and cycYc loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test repon(s) a6T-ASG-17-001 by Blackwalef Testing. Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which valuate the product based on comparative andior rational analysis to quality the following design enlena 1. Maximum Allowable Spans 2 Minimum Allowable Spans 3 Mimrnum Glass Separation 4 Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396-9999 TEAm*EMGINEERiNGEXPRESS.COM EMGINEEAINGEXPRESS.COIA ot ENGINEERING Pave ? of , All American Shutters and Glass -'_ace Gal, anized Slevl Storm Panel, 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 Impact Resistance has been demonstrated as evidenced In previously Ssted test report(s), and IS accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind bads as indicated in the span schedule(s) on The respective Product Evaluation Document (i a engineering drawing) Installation This product shall be installed in BVlct compliance with its respective Product Evaluation Document is e engineering drawing) along with all components noted therein. Product components shall be of the material specified In that products respective Product Evaluation Document (i e. engineering drawing) Limitations 8 Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (i e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule Host structure conditions which are not accounted lot M this product's respective anchor schedule shall be designed for on a site specific basis by a registered professional engineer All components which are Permanent Nmstallcd shall be protected against alnsl corrosion. contaminatin and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully. s OYrG 5 s.✓ - Frank Bernardo. PE ENGINEERING EXPREss" #PE00465491Cerl Auth 9895 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954)354-0660 1(866) 396-9999 TEANOENGINEERINGEXPRE55,COM E Not ItEER I N GE KP R ESS.COM 7:A7 H-rEN� rrx '1nWYl. U_r}..• a-'.rJrra _>_V'4 aw.:Qmae - - - ILL �: R!- T❑'�i F I r LJ LJU CY pn>. A.IK J. avvu � s T-FY. P m - a 1 FTYT�Yf,L F I 2 Tr-n S:HII 4 L .v1rT rr Y 7FF iA ¢� $ m a L f f a gg Gq _Lr;nr T Ft/Xi ivy •Fa' M I - AD1 _Lna9 CP•avR•" :NL•:.YY1F �C LF4_1 r[r• --Finn - _ .i L1 p k f O e W •+ D �Y Try cif A - Ln 1 u'•Yr _ f IQ LD - - F .. .Cr1Uv�CN 0 pp AlI-PNAr=BU1LDDUT _ RWNrINO Ir rtNHIY f'. nMNri 'Ural L. _ -•:.nA. L'+.. Z d � % P4m+cP IX1\I 1YFF :,f+ E%rRUSXIN5 A` Mt.•1tA :�riPT ='�.I--: ,:rrCFF• h•IIYz Max iA l HNl - E3 FnF FY"Tr. iN YLL T L i.t _4. NU.i - I F H CmlKI. nDOR NDUW SCRI y T..n p W _ - act rtai-r.r-Par r.�t• *1 ' 1 ' K G A Lit :•�� LJ F Nm i wu NexNl n-cau1N , u1 � _vu;'i � z n i FRM: CCnC--=HSIC,'• }_1, .<YD nuN IN: -r ,v _. I_itK r° WALL NWM S-CT[ON '_ I. n Y �:JPTYJrF.a'H.. r'iAln'i Y-'JKUVra tic.•, a•e ;Hlr ralnvJa.-DIN. •v4 .aAl'M•<'n- s N E17 P � r,a yr �, F J i..F:JJIY2 J. L.,I FpJ,I: M'L •••IJI W1.. Fi •„-' ~ .: �G '..Yt rt 5 t A rMI -Y 1':IIIYi:.x41 k �rr U - J 'I'I'•: I R•: C, HAY A� r ' S:.iL' 1 G ,.1� Y R N +.TYrL'X ][M 31 X.y rT. m,Nmlilw rYPL MAY vAAY - IN- 3R ❑ i �.D ryi.T U.-I r ATh I.ra IPNx+AAH d�J. I. t t nil: L. A.INnnn et A�'Nra all sx�I L, Lw -s ifir-N I •'PI.M.H n• J J IX.a raaI as y In I yI i. .. �I 3 Lie' 4i? IS v1 J. w->xa-:gym• t Ifs91 N t nlrr:P •RX . i:. - � j F]c ?:...CYIt H ulJKi Dill I lJ N: e T@ rid :]tta •c+nit xw 1 CIE aet ua Y� _ :Y ' E+TTY:M r^ 'A?:'I:"T 6 a E 1 13Nb7 D'0 r1 q - -TLL,,'Ars A 2 .R-nYMr[v3 t. ^enY [T-F.. D1nA1MPAANt @4Q NNrWDp P' tPY -ILL a r+Jlt TtY L T 20-31543 is drtri.3w6� varen ♦ ir. r. :-'rrllx:... L:e•-+F>aulAr"1, i'-5r 1i_ rrr:.irn�TYT vru - -n�a rvr rAae DeYCRsarxoY_• ' LIE_ � �OPir11wLT0➢IB01-rDM C1O511RE D_GR r:RMa 1: _ IUJ EAa-f� r.,•s• - :p'�T 1 IIE N-IW xr.L w A'1 II��ii,.P, - l":'1 JI II-t L< '�rTEE a t i1 iNl lnxn Nl%wlSnnrY ` ^'I' IRN;Xfn1YH:l MIXIYI Vt:110X �, J INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL -1 INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURE EXISTLNG PoUREQ _ Co[1CRETE OR 1 4'• TAPCdY CONCRETE BLOCK AACIIOR • IY O.c. REQUIRED. '• " " / I/4'N IAPCON ANCHOR a 12' O.C. �/ t4s1' rER IUD l ^ F j/4' Fgo4 y __IvEE39T EDGE DE 1(� Wo00 LEADER_ REQLRrED \ - / ,f -- -, tA.I• HEx HEAD TEN ^ SCREEN O�r FROM f-Jv11.5''\' EDGE OF 1 9 E.D. 'f 5. ROLIsf Pit _ - i r/v-Xo.r• 1 u G O•WM p 1' Min, 1 1/2• RIG PARATION 70 G1A55. 1 _-A1171YR111 POP _. pq jo.% �iA.IBRM POP G1A55-'N N � i "^RT TO R i 1em I It 1 MAIL um ►ie10. LE'116TY1 • a urn'• 0 I '-----� PM1El LENGM Q I I 9 I. MhL I 4'a-10E2' TO QLAW P 1 OGLASS i of E 1�It 5m[ /4 a-2D.2" 1 THUMBSCREW �I I _ 3 4 ANCHOR , r1I • u D.a 1 /4'e TAPCON ANCHOR O 12' 0 C ,/ EE77tr15rwG POURED CONCRETE OR I 1 2'i4' W000 AIMD ... CONCRETE BLOCK REO WALL MOUNTING REOUIRCD WALL MOUNTING SECTION EZ1 SCALE 3/8-1- ALTERNATIVE EZ 1 W SCALE 3/8=1' yCENS,- FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) MmFc. FOR 1R MIN. PANEL LENGTH SHALL BE 2'-6' ? 0.441 s * ; * _ aaoaD mrTz& wc. oP 24 GAGE GALVANIZED STEEL STORM PANEL OKAVIN BY /. INSTALLATION ARE ONLY VALID MAX. AS.D. DESIGN PRESSURE RATING H/- 40.0 ps.f. AND 8'-0' MAY * - ='49: k,i - m/17/1o1R GLOBAL PROTECTION PRODUCTS. U.C. PANEL LENGTH. STATE ? /r I i L 1 E C O tIlc aar: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD O' IUR14 " III , ING A 1.W�'a- COMPANY r°0P a. " '1. y T 614p� D w. rL MEMBERS TO RE SOUTHERN PINE No 2, W/ SPECIFIC �4 Si ._.. .0 -, h ^'^'N�•""�10 r�.l]rYlm .Lr ^are: [ea+}eeY-»'+ I. (e•)bP-mvI 20-175 I. DENSITY OF 0.95 OR EQUAL. u-Dwe7I� IufOlrNltl DA'•Ir4 lye /SaMIJR/DATE wrc ac T ER Ir-w Em eNFT re w Ie FRANKBONNARDO, rE PElwlcsn 1 Pee3 ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) ; 0i 7„°' DT - MAXIMUM ALLOWABLE _ " Put,* DESIGN PRESSURES: r. A, r(a+I R5 NOTED IN DESIGN DESIGN NOTES: SCHEDULES a e WIDTH UNLIMITED {PERP, TO PANEL SPAN) RIP MOUNT (Cc NN TYP. TYPE 45 REQ'D) SECTIONS OPTIONAL f "-m 3RTCH _ 60.7E WITH WASHERIED POSITIVE AND NEGATIVE DESIGN PRESSURES GALCUUTED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GIVERP0 NG CODE PRESSURE I IRt3q AS 166M DCTUR F THEFLORIDABUILDING CODE SHALL BE LESS TER THAN R UAL TO THE POSITIVE OR NEGATIVE DESIGN 0115 PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. iu n m �> < - c m WINCNUTS FASTENED p C) _ OVERLAPS O MIDSPAN(USE '� •- APPROPRIATE SPAN TABLE) I $ ' s PLAN Vl�y gg to Ez a _ a a W ¢ �3$6" tryy p - \ 1 { 1f BOTTOM MOUNT t ( - (C'ONN TYPE t L - •J9 � - A o,375" T � - MAY BE AT - �- 9 BOTTOM 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N'C ELEVATION TOP MOUNT [< ONN TY Lmav 0.. REQ'O) (55P"T�R OE) - ')--� BD•ROM U ON7 ASPEQ-°) j --OBSTRUCTION Ta O (LOCATION MAY VARY) GENERAL NOTES; 7. THUS SPECIFICATION HAS BEEN DESIGNED AND SHALLBE FABIIICATED IN ACCORDANCE WD'H THE �1EpV7REMEIITS OF THE FLORIDA BUILDING CODE SEVENTH EDrtION �201L0 FOR 116E INSIDE AND OUTSIDE OF THE HVHZ. PER T75201. 202.AND D3lES7 PROTOCOLS. CONTRACTOR SHALL INVESTIGATE ANDCONFORM TO ALL LOCALeUnAINGCODEANENWIENTBWHICNInG APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE AD MORAL 57TEGPECIFIC SEALED QNGINEDLIrIG. Z NO ]}lJ]RL IHCREASf IN ALLOT'/ABLE STRESS OAS BEEN USEDIN THE DESIGN OP THIS SYSn". 3. THE AMCHiTEC ENGINEER OF RECORD Folk THE PROTECT BUPERaiRUCT1I RE WITH W HICH TH15 DESIGN 15 USIO SMALL BE RESPONSIBLE FOR THE INTEGRITY OFALL SUPPORTINGSURFACES TO THIS DESIGN WHICH SMALL 6E COORDINATED BY THE PERMITTING CONTRACTOR 4. se PARATE '6tiL 61KIFIC' SEALED CNIaTN[[R1NG SHALL B[ R€€'gqLIIRED [rl ORDER TO DMA1T RLOM LOgp9, O[PLECTiWJS, oR SPANS COfRAIIIED HEPFIN. CONTACTTHl6 ENGINEER FOR ALTERNATE SPAN r-ALCUUTIONS AS MAY9E REOu1RED. S THE'S 'REAP DPCAILtb NERtON IS GEMERM AND ODES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR 617E CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGLNEER OR RE GUMERED ARCMtTECT SH ALL. PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION Wini This OOCOME JT 6• DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURE$ DIVIDED 5Y A 1.5 SAFETY FACTOR, I. ALL FASTENERS 7O BE Y_'II OR GRU198t SAEGRAD[ S UNLESS NOTED OMERWISE. FASTENERS SMAALLiL a E CAOM]VM-PUTCD OR THERWSE CORROSION-RE515TANT MATERIAL AN DBHALCOMPLY VIETH "SPECIFICATIONS FOR ALUMINMSTRUCTJR6"SECTION 7. 3 BYTLE ALUMLP ON ASSOCIATION, INC.. & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. ALL PANELS SN LLB! { STEEL. B0.02 ' e STURM A N A ; CTo 4 e. STORM PANElS SMALL CONFORM TO AMINI A613 STRUCfUML ALITY QL N 6T1SL G60 GPLVAN]2EO COATENG WITH A MINIMUM -4e.1 161i. U SS ALUMINUM CITHER RUSION65HALLaE6o6}76FWMENUM ALLOY, UNLESS NOTED OIHERVIISE. CTS 11. HONDITION$ DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR OON ASAPPLICABLE. NONRACKSCOCRETEN.INSTALL ALL CONCRETEANCHORE F II. CRETINHERErE OTo SPER 3, HE CONTRACTOR IS ISREENPNSI E O 33,"UFACTURERSRECOMMDA TO INSULATE OR PROTECT ALL MEMBERS PROM DISSIMILAR NATSUA.S TO PREVENT ELECTROLYSIS. 14. ENGINEERSFAL AFFI%EO MERE TO VALIDATES SYRUCTVRAL DE516TN AS. SHOWN ONLY. USE OF THIS SPECIFICATION aY CONTRACTOR, et, YL INDE[IN1FIffi &SAVES HARMLESS THIS ENGINEER wP ALL COST i DAMAGES tNCWDING LEGAL FE Eli a APPELLATE FEES RESULTING F0.0M HATERIAL W �i� OW 'd O (/1 U Z Q $ ry W m g s f ❑ � W _ W d JJJa ^ i IU y N ❑ g i g H gg E $ Eg - sE TOP MOUNT - CONN TYPE AS RECI D) f 3 LIF1e% - WTR3M Mauro (OD YYF'E A5 R (SPAN BELOW Eq'D) OBSTRUCTION) PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL KI-ZDSTITCH PROM DFD THAT CONNECTIONS AND BOLT$ AT TN WASHERED ANCHORS ARE USED WHICH SATISFY v/IPIGNUTS FASTENED@ SPANS ABOVE B BELOW OBSTRUCTION. OVERLAPS O PIDSIVIN (USE APPROPRIATE SPAN TABLE) FABRICATION, SVSTEM ERECTION, A CONSTRUCTION FRAC1M ES SEYONO THAT WHICH S CALLED FOR BY LOCAL, STAR, A. FEMRPI Crt- B FPOM DM TIORS OF TMIS PUN. 13. EXCEPT AS EXPRESSLY PROVIDED HEPUIN, NO ADDITIONAL CERTIFICATIONS OR AFf3RNAno ARE INTENDED. le. ALTERAIIDNS; ADDITIONS- DR OTHQF MARKNNGS rD TNJS DOCUHeNT ARE HOT PERMITTED An10 IMVALrOATE TH16 2FT3FICAlTON ]7. PANELS SHALLSE PERMANENTLY LABELED WITH MINIMUM OF (1) LABEL PER EVERY 3M FEET. CONTAINING THE FOLLOWING 7N FORfMTOp: ALL AMEPICAn 6HlrTTERS AND GLASS WEST PALM BEACH, FL PROCIIC &TA$203 ` FLORIDAFI❑RlDA aRWIKT APPROVAL NUMBER E( p R Q G 2� E t e�,1�NTe1WaR-RE 20-31543 VISIT ECAL.CA013154113 ■ $f rM-J , r _ Deac m F VERTICAL MOUNT ELEVATION _ 2 NOTCHED PANELS NI RT­_3> F,t LA:.'�' `INLr Act.+" TIXNrt1-',N ��La ear EN&NEHMIDEXFRBYN rAM'6rJFE ■ FORAUUrtaN4[tanR. nePORn NEnIJ<ca r�l E 1 N.T.S. ELEVATION -_ ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUD PANELS MINIMUM STORM KWL SEPARATION I MOM r LASS (HVIR, WIND TONE 4 or ESSEN" FAOI ITIES) DESIGN AUDWAM 10111TAlLAIONS LESS NNftALLAtONSORFAtE0 PRESWRE SPAN Nmal THAN 3G ABOVE ORAWF IMAN 50' ABOVE ORATE (�1 �S d I3oD Nr f.0eti 2.36fn ♦. - so f / ugAM 6.06 216 n In ::iNAN 5CHtUULt NU I t5: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LEAD A PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('P-TRACK. STUDDED ANGLE. ETCJ USE 6.25' O.C. PANEL PASTEAER SPACING TABLE VALUES FOR ALL'H" AND'U'-HEADERS (INCLUDING BUILD OUT CONDITIONS) '. 3. LINEAR INTERPOLATION BETWEEN LOADS IS KCEPfABIE. OTHLF'aW15E USE NEXT HIGHER IDAD. H V N LOAD TO DETERMINE 1, UMALSPAN LE SCHEDULE WRAP ROMT POSITIVE OA MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE IS REWIRED FOR USE WRAP POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD- . F T T F THE HVN AN U ENTIAL FACILITI3 OR INSTALLATIONS Z SIDE O E , D OUTSIDE OF ESS SCHEDULES OT R WIND ZONES 1 THROUGH 3. THE CUSS SEPARATION SCHEDULE I5 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING CS REQUIRED, T MiNIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 'M He O P N' 27 3r 0' 1• HN•0NI Br;D6 a• 0' 0' Ir 24' 2S 2T u D' 24'2 2r za 2X V EwbE & P 0' R Zr 24" 7Y 27 24'6 4 2r 7S 7 NSA Stud 2r 27 Zr I r 30• 31- If- 30' 2r NY It- 3r 4,Nbul'F"TrKA 2r 24" ZA" 3T AB' SO` 29' Air 24" Air 30' Sr "F" Trick 2S 2B" 37' So' Sr 3W W 25' SP 31" Sea 1WAY 27 27 2Z ffi 2Y 2T ffi 11' 3 1' O DYNES M., A 2r 2r ZC 5P 4r AS 2r 46' 3CF 5r 1' HoWd" 0" P 0' 2r 2r o" 2-r'P1 tnW 2r 2r 24' 3R 4C 1252Z-�' AC 2A" 4rSao2r Zr 2r If- 30' 30 Zr 31PSST Sr 31r SY I SP SNOWNHERe AKeMIWM___ARESPANSeASEDDNANriJMWM•nn.P`__MG (n U]NDITIDNS AT TDP a Wndv. M!Q IENGrHK IE� Trait TNO I NOTND IN 'A" ABOVE'At NOT V) 1 r10 FDA1A110N MIdA SLA15 IS IEQUIRED LMiN PANIL LENGTH l5 tir1J`FP MAN lIN1 MIHI f0P g PESPECTIVF Ie7YNi1/IG {xROIWTI W AeDw u rA E AaDv[ w Ae vc s re IIOr I TaOC 1;061.16 RlRUIp9 Pa0. AL eunaarr NiDIYnS a nr a uDLome CJ' _ uYD WRAP weLOOUt AV1M/r111G CONPtnON6, eeW1eLP REPARATION FvOM f-yA5$ SWII de PDI DAAN'F � + we1E AIM" T TD .23177e. f WITM Orr wnNOYT STRAP aOLT51 AND 24Wr PANELS. A BOTIr wITN.4NEl FA. atl r OR f.2S'O.0 I..AG SEEN D' MTNiMUM USING ll I OF rite gSNow" TOP OR BOTTOM, CLOSUA6 Par Trot Q ^ TONEIM O x PI O.[W Ka T peTAA F' uSIMG AMP 11DIIMrIrNG NrNOmpl 6N0YMP IN 1MlYE p4N1A:CS I 1, J d LLLI a C 1Hi Fit jzsSj QZ ^ g LAST PANG INSTALLLL' Ynl POM IN-oi, 'lS O ❑ ^ AD.IAQH1 W a »'-ID • 1' 65 SRNWAI, BOLT OR 4 SCAEW MPu N' DM NO,, �INF H IN MYT`-s"EPFD WIMONVr SN SIDE ACE K`r10PTIONAL INTERIOR FASTENING DETAIL N.TS 5'-IDO . 1' M+ORNe ac.ew WI WASMeD � .Vu tNGNUT • E O,C al° (tONMKR eD«OM MWM [zteu510N 10 ADMQM d 7 � R � i .AIW1I II Ui R] AIIX..r a < eOrroM A wow r<Pe At Nf0'DI y_ - e = A � I �. CDNM rNPE AS AEDc lYSUR, ANCNOAS A­571' a., F (Vw•RrWew " OF �INA_,_ x .4UfoIvEEN SRL'IMG TAwE 20-31° v".:,t'reran H." E[act AN[I ADIAUM rr, tDeesa PArNeLI M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING r0.lAKDINNYRDO. I PA s 165a r.• s�; 2.25D° �;2 o.OFiOt zzso^ 0750" z O.094625099" g 1$IBGA_L4" �'D, I rI.lTd' " Yi TYP tS _-0.3 0.094"n o.062'0.062"11 Le301 1.8317° 1O52 mooL25' EIA� .030" 0' p961' TYP 2.00o" F- 0 ._ »l Tam' 250" l 2.Da ^ I- �! z.DOD° I_ �� .121• 1,180" ©•H' tEA9m V• IIEAnER aIRPOur V HEMPEN c •I-7N1 aLo6URf �_ <N-V� u 14 c 1SLL' 1, 5604---J1.560" ]Slit 3'�6SAX 71 0.376'l!"�-'-O�'.0`3l`3• 0. N 919' �I IrO��S" 0776'"'�I'�55" 0.350" 1,007' •.1 1;Idt'£i!' 11.EU0' PANEL C17VFRAGE 0) 190-^Il lr' •BB6" 1ccn a a 14,875" PANEL U�2PGG0.0. VVAArMhLLLENGT,n>i2.o�o.,Q .F. W�ad�P_ TrrALLy1wIoRERRw10nN 0�.090_" .o'S4wD250° o ,Y1j'a0K .I2Y5U0r" .0.35' s .3OS ,to ., oOu OBS 0.09D" 901T' TYP`TYP. O.,Ira 957" �I ro33p'{755221J laJ"'�." L 1 D. Yw IL I O 376" ^E ' r0.655" Z N ti1 TI D.E90' rrr�ji 1 T EG DIR 1 CCTIDN u•. air. s rtvl I-3.000` 07.1y?p$' �� REA D LU ' ; 9 ❑ F .rif a T;la "F• ANrxE - 1RACK tEx7ET7rrDEDI � z ry3]T Na � 1.000" :`EVN"'otY=VSt OiLiTDt II ..r :lAtt)W [•I, IY Ia(S II (i e OVERLAP 1 tT:4'lv.0 I� a 4" MAX. /A CONARCLOSURE AI 14 DETL `�'�" fAUI q MAX. r.:L.Dv xUrx•-✓ r ❑ mo:EanHn.c T' Rt•ntY!Ci/•Nil nf'MYNf ri y.-nu•n. N Cle BUILD -OUT :l7 :•ar: .a'.n r4ncA W 0[5TNCE A C [PAP1.1.. roI" 147 S T IN I l l [NN1Fh Ihlnlr wfGT D'Y.Tti. r .Ir �.., �enP, J Q n d,nArrcrrr L=' 1,OD0" J c _t.AA• 7,.r. ill ' T l x IO'.ZI EMBED 1.Di71M ] , I�I m i IAAir _r_`Tevlr-:AF>Axe .YFD1'@xMli 'n,' ^ $t11 4'.. MINU`1_S00" MAX. r MIN 1S IrA r2AL2J.1. I,pp� L N I 'iT r GITfi^cNA.Tr'" 1TI nM21 a.:"t CONNE0.ClOSURE 11EfMt BED ".•:tT - rToii,_ :r^•'4 A, JE " 0' Ica I +YI'aA A�rcAD tJ. r<• I� IS S1P1i`I f1iGPXWM CIOSUPE OETIaiL K:T.LT..V u eTs 4 ANCHOR SPACING SCHEDULE: 24 GAUGE MFIEIS, PANEL FASTENERS O 12 5' D:C. ®�EE39®tom®E���E�91E� ESE"i? i$tISDY®EEIEMMN�Mffl�KXII Egon" n"t���®�� ®��®eYA .ti�li A,.■t�!•_dlFT�EC3ill a- M-190 ®mmmmawmm tiSI symrosim I m . , ��N Ei1!'11�®®�Ei��■®Q�� ®(�am BI®MOU�®man ®FF.�' �®MMFAvMA®,� fflfflwm W-nlom i»te��� EM MMIrk®■I�Q�® �ti.1AiP.�KMGM®®®® ® mnn ®�M 3/4- EDGE DISTANCE �� MAM OEELOR AtlCN011 EREe•YRE TYPB NP `� In Io N'-IY }.r,ln lP Ina tPnn uw lu r I r CORtl ME n Q C3 CA DOWtl TIT! C1 C2 C3 C4 GOMM THE CI CZ C3 C4. U 33 I AIi!II:RrW u 4e 52 72 L2. S 0 6 ' 160 70 9' 12.5' 16.0" 16,0' 7.V 12 S' 36 0" S 6.7" 12.9' Ili O' 1a.0 66 12-T' SeO 130" al" 13 T. ]6-0 ]4.6' 8.0" 125 I-0' 16,0 a 75 12.F ' 160' L4.7" 6D" MAP' 36C 147' 6. 0" 115" t s' 360 160 160' { " 1 7 69 eD" 32.5" 123" 1fi 0' 6 1 0 147^ 6D• 147' D' e. 12 S' 1 T• 2 16.0 14 T' an" Sao 14 T' AO" ❑ p a 1,a1 [MD[0 1!3' 33 WOODSCREW 41 48 Si 72 2 1 .S 6. 1.0' MCC 6 SO 1 1 2.5' le 0 Ll.l' J.0" 22.5.36.0 10 9' 6.2" L2,5 160 14.1• &1 1-- 160 9.7' ..6` 12S 12,5" L1.9 L'2.5 160 1L0' 160' 11.2" 160' 9.6 7 0' a4' 56" 12 S 12.5't60 ILS' 16 0' 160' 96" 5,6' Y6" S.6" 9.6" 5.6' 12 S ]. 5' 12. 5" 1fi.0" Ja 0' a"la" 16.0- A.S. &6" U F 1-Si4" m9cD 73 ,AP,MR, CFW 41 y 48 5L 72 1215 16.0' 16.01 12.5' 16.0" l].S" 32. S' 16.0" ]0.2" 1 1&0" 133" 12.5" 16R" 9.1' 12.5" 6,9' 9.2" - lLS' ISO ILA lm` 16.0' 91 t' 12. I6.0" 9.1" 12S, 12.E mo,, 105' 160' 9.`," 12.5 12 S 16.1" 16.0 wt" 9.1" 12,5' ]2, V. 16,D' 9.1- 35 115i l 711v'v Cve^EN6ED 3 AI I PIILfiln nll.<H41 HOOD SUS.- 48 siL LrIR�1 7z i 160' e.6' 73 12.5 ISS 60' 5. 125' 1aB 53 a." L 5" T.D' S.9" 1x 9' 105' 4.8, 4'. 15.4' S9" 5,0 6,25 12.3" 17 5' 14, 2. 55 47• 6.35' 12 r 4.7" 4-0• ¢25" 629' 123' 40" azs' lz 1' 47' 4-0" D.z1'• ]2.3 4.-.. ANCHOR NOTES: ANCHOR SCHEDULE APPLIES GALL PRODUCTS CERTIFIED HEREIN BUT L PROVIDES t A a s T ONLY PR E& MAXIMUM ALLOW BLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED A IN SPAN SCHEDULES WELL APPLY. z ENTER. ANCHOR SCHEDULE fl45E0 ON PANEL FASTENER SPACING THE EXISTING STRUCTUR E MATERIAL B ANCFIOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQl1AL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECr CONNECTION TYPE BASEO ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON 2 PORE SHEET EIM FICATION OF CONNECTION TYPE. O i 3. "PANEL FASTENERS" ARE STUDS USED iN LOW UNCTION WITH ALL MOUNTING EXTRU51014$ ('F"-rFUUCK, STUDDED ANGLE. ETC) USE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR ALL 'H" - AND'U'-HEADER5 (INCLUDING BUILDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RKDMHENDA7IDF16. S, HOLLOW BLOCII HOST STRUCTURE SHALL CONFORM TO A5TM C90 BLOCK 6MDd M EM FOMENT SHALL BE AS NOTED IN ANCHOR SCHEOULE. ] MU B N MIIIMUM EMBEDMEM AND EDGE 075TA NCE EXCW DES SI{Kn7, FOAM, BRICJR• 4ND OTFE31 WALL FINISHES WALL FINISHES SMALL BE LIMITED TD l/4" M4X-OR SHALL BE VERIFIED BY DTryETLS TO POEQl1ATELY TRANSFER LOADS TO HOST STRUCTURE B. CONCRETE AN%HOPS NOTED HEREIN SHALL BE EMBEDDED TO UN-CPACIt'EO CONCRETE ONLY. 9. W XI GS U 6 FRAMING, EXISTING ITIONS MAY HERE E $TIN TIRE I O WOOD FWMONO VARY. FIELD VERIFY THAT FASTENERS ARE ONLY FOR ID E WOOD REAMING MEMBERS, NOT PLYWOOD, FASTBNIING TO FtYW00 ACCEPTABLE ONLY FOR SIDE CLOSU RE PIKES. DIS ON E 1D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTEAE0. SHALL 8E LOCATED IN CENTER OF NOM NAL 2^ X 4" (MIN.) WOOD STUD EDGE DISTANCETS ACCEPTABLE FOP. WOOD FRAMING). WOOD STUD'EY4ALL BE "SOUTHERN PIN" G-0.55 ORGRFATER DENSITY LAG SCREW SHALL HAVE NU LLIPS PAN HEAD OR HEY HEAD, LL- REMOVABLE ANCHORS ARE. OSWALT PANELIMATE ALL•POINT9 SOLID -SET& BRASS BUSHING 12. MACHINE SCREWS SHALL HAVE IT2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, DR WAFER MEAD (SIDEWALK BOLT) U.N.O. l3. MINIMUM EMBEDMENT AND EDGE DISTiiNCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 15..il DIRECT MOUNTING CONDITIONS. L6. LINEAR INTERPOLATION LS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET 1 20-31543 1 B�P W cn cU > (3) , U OL O N C Q C6 - CM U O O O Q C O S` CC 0M 0 LL O > QD L /M� 1l O %M V / LL Q Z Z W J "1U G N 00 N � U C3 > W o � � C n C-1 f0 „P3 N t.7. R C.. .Q C%J t al o is a d :Be E � � 4 3 cc 4 a _ p � C Y C •� T+ N O G "= a d 4•A ]Y. w (n 4-,, ^W1 `^W O Q U O W ■ � V i W LU c G Z Z Q _d SHEET N0. SH 1.5.