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HomeMy WebLinkAbout6349 Beverly Hills Drkwu } ABBREVIATIONS 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 R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF 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 REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galv. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.N. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ • Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN orLaun. 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 orThik'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 Dbil. 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. Minor UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO 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. DiverterValve (plumbing) OE or O.E. Owner's Entry VL orV.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W orw Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam 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 Plt. Sh. Plant Shelf WC 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) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Flr. 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 12/119/20 3.0 FBC 2020 CODE UPDATES 1L=ENN/�R� 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. RECEI CS 1.1 COVER SHEET FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN EXTERIOR ELEVATIONSLEFT 2.1 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 T 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 I 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. C.Q S . U- a. O. — N C to ! Q, E- CU -�. N W >''� >, = W ` E (U U) 0 O .� += cU it;4i®Ifkz. ` `���ttt •` A ,�.: 'car � • v &.i� -°' r. r ftr 4•p•.•'• L�•�« To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E to a MQ �°' N c0 J LL 0 t4 �0 N Xt u u, LU IL EL Y a Cn @ tJi_ L� a U o Z 1 o W 0 2 r— cam° m W rn q z o a k u co Z O p U 0 U) Z z N o z z o arm Q a N to z o a--+ � f4 W OLL, c V)Ln U w J E r 8 I U 69 o 0 N e (� r. o � w M zz o Z J 11 cD Q z a ° rw- z > s z ❑ a S° 52U oo U Zo, O N o �o oQ az wz ai t? ms :3 ro °U Foo z Z J ° < m z u) R o� z Jao W Q OLL� w U a ww '_ o =LL yz r =3 J w` > o o v z¢ R a � uo3 o C:) Ln > M LL O It ai rn m m 0 W L O T cYi C.0 O M N O N Q N r iti m C`V N o z Z E T N E uj `m c a 0 Z Q p JOB NO t 22-02360 SCALE : AS NOTED SHEET NO. C S TM_ I KITCHEN MIRROR 0 00 0 o OWNER BATHROOM KITCHEN BATHROOM 2 INTERIOR DETAILS_ 1'-4"X1'-4" "L" SHAPE CMU COLUMN i 0 CV CV 00 u INME IA TYP. @ 2 STORY.SEE JJ/S6 @ STEMWALL o CQ (0 O NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS C H UPPER CABINETS BELOW CABINETS � 36" H UPPER MIRROR CABINETS SHWR. Si DOUBLE 30" H UPPER CURTAIN HEAD RODS 16' FOR LINEN CABINETS VARIES ROD 12" FOR PANTRY �-•-�- Z OVERHANGS THAT 24" TOWEL BAR g SINGLE EXCEED 12" MAY rn TOWEL BAR IN ROD w ON WALL ABOVE REQUIRE A SUPPORT TUB OR SHWR. TOILET uJ 36" H BASE BRACKET TOWEL BAR 0 FINISHED CABINETS ON BATHROOM WALL = o COUNTER TOP o O o MEDICINE ? I SHWR. 30" H BASE o CABINET a0 VALVES = b w CABINETS 00 TOILET °? SOAP u PAPER O DISH -I o0 F I HOLDER o O n LO n- 1'-2" O 2x O Z O Z o io o n d °Q FRAMING o 0 a _¢ h r�M > o M O 1/2" GYP iN M `'' � N TU8 �7 BOARD N FIN. FLIRT. FIR. FLR. FIN. FLR. x BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING b BLOCKING AND MOUNTING DETAILS in SCALE: 1/4" = l'-0" 1'-4"X1'4" "L" J SHAPE CMU COLUMN 2r,'-n" 13'-0" 12'4" 1'-4" i 1'-8" T-9" 8'-3" LPAD HB Op 35-SH �. - - - - - - - - - - - - - - - - - - - - - - LANAI I NOOK 8'-0" FLAT CLG. AFF 8''8" FLAT CLG`P`* I TILE - 12'-4" 2-4 l 6068 SGD O ! I -- ■- � I I i I I I II NI I I � I I -- - -■ - I Eo I - w I O "- _ -- -- 3 1 z Y I O I O z FAMILY �C3 8'-8" FLAT CLG. -W - CARPET I I pl I - - s 2'411" I 8'-8" FLAT CLG. 2468 - TILE '-0 N FLOOR G.T. L - -_ -- _ _ ------- --- --- -REF_ ~ - - -- - 5-74" 13 DINING (3)2x4#2SPF STUDS w/ (3) 16d GG 12 8'-8" FLAT CLG. NAILS @ BASE 11 CARPET io S3 zo np 10 - -- - 42" H 1/2 WALL T-311 OR RAILING PER SPECS 8 FLOOR G.T._ -------- - - - --- 7 (3) 2x4 #2 SPF 6 STUDS w/ (3) 16d NAILS @ BASE XI UP fV O i� OI L`1 2 3 4 5 - -■ = - - 406� ARCH j PW D R GG (3) 2x4 #2 SPF 8'-8" FLAT CLG. `b STUDS w/ HTT16 TILE �1`b6 I I `�`Q6d, S3 W.� - - AT BASE - 80 I FOYER - -PE NK -�OCLAU N �CD 8'-8" FLAT CLG. D. -8'-8" FLAT CLG. 0 PS4 TILE TILE I I I 1 1 1 1 1 1 1 1! I I 1 1 1 1 I IS _ -- -........-. -19 =- -- I SW H1 71 6'-4" 6 -7a 4'-0 7'-24 r 0" 17'-101, W.H. `y EDGE OF SLAB 2 " BEYOND WALL BUILDER TO 35 PROVIDE APPLIANCE D1 PROTECTION WHEN - I o C 1 • 1 O E N T RY 8'-0" FLAT CLG. AFFr ------ i I -- NOTE: FINISHED WALLS TO BE FLUSH. FIELD VERIFY. G.T.8'-8" -- ---- ---------------- GARAGE 8'-0" CLG. A.F.F. W C\I REQUIRED PER FBC CLG. A.F.F. ----------- --.--------------- 8'-0" CLG. A.F.F. 154 x 22 L.- OZ Z 1ATTIC LA�CES3'-----� o a � U W UJ TYP. @ SINGLE > uJ -_- _ 1'-4" 4'-4" STORY (SEE AA/S3 FOR A STEM OPT.) S3 I--------------- I I 1 ------------------ I I I I I I I I I I 1 I K I TYP. @ S4 I I O GARAGE I I ------------------------------- 16070 OVERHEAD DOOR 1'-8" 16-0" 5'-8" 19'-4" 25-0" r 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. CC Ir W W W Z J 205 m > -i HB U -- H 60 = HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 O +28.3 / -37.0 DE +26.6 / -29.1 O +26.6 / -33.5 GG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 1821X252 S.H. 13 20X384 182X374 S.H. 14 20X50a 182X50 S.H. 15 20X63 182X621 S.H. 16 20X72 182X712 S.H. Ill 27 1/4 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x374 S.H. 1 H4 27 4 X 50 8 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 e 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 2 X 50 S.H. 25 374X63 361X621/2 S.H. 26 37 4 X 72 36 2 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 732 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 a 52 2 X 37 4 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 621 S.H. 36 54 X 72 52 2 X 711 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'rovalls 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 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 Tai 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. @ 8'4" 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-11/13 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: t/4"=V-0" cU~M jUtV c1 C. CO X CU - N L c-1 c"0N is p M =Q C� U7 O C 2 L Q O t� h 0.0 li N Q) L1 3 O r (� Z o'"W �NNNyti.� `s1i c1 R 0 1 Y°� E'' R. s F L Q,?OP *WJ\\ cr, E SS 10 r19 311lOIIi111111 To the best of the Engineer's knowledge, information and belief, the structural plans and speclfirations 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. tlJ W Q CD E n O M S N N N � J c O C s J LL 0 U) � n °COo ti * LU U)r-- ti a - w a a Q aj m y Y Z 13 16 fm0 0o Ez o(0 o w -J Z LL N M Z Q� y O 0 ZO U CJ� W z N M o 00 O z 8 Q a U) n Valli (/'I z 4--1 W � p i� Vt• U 0 N �N W p c CC5 ''- U w - 6 8 _ Z 6 c(D Q M® N �� m w M S Z tJi D_. 1_ 0 00 g Z > N ¢ N Z® co ¢ g U Z "d O i= N 57, U a p ¢o O ° a aZ tiz ¢=fu mo (n c - N pY �m Z z Z "� Fm ¢w zz g0 O 3 oQ LL a m F W w o� r=3 � z J o � w� Iw ;o ao 0i zia U c o 0 rn a� L o co d, =3 T d- Y r a U) m r O 110 r1*% CN ii N o Nlin 'Q N r m o N iri N o Z z E r M C n o U ° Q p JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 1.1 a M� r 42" KNEE WALL WITH 1x8 CAP & CASING OR _- 36" RAILING =-_ -- 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) 2x4 THRUST I" / BLOCK 1x RISERS (TYP.) n (3) 2xl2 / STRINGERS r- 42" KNEE WALL WITH 1x8 CAP & CASING OR 4 3/4" PLYWOOD 36" RAILING 3 DECKING ih UST 2x6 LANDING BLOCK g 2 2x4 FRAMING 1 TYP. STAIR SECTION STAIR CALCULATIONS: SCALE: 1/4" = 1'-0" 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 314 inch and not more than 1114 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 eight 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 oint 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 riches 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 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. 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 STUI @ END OF LAN BELOW HDR. B STANDARD (3 STRINGERS w SIMPSON A35) MP34 CLIP TO FLOOR SYSTE LANDING FRA (2) 2x HD REQ'D C LANDINC STRINGE CONNEC 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 3/4" PLYWOOD DECKING -2x6 LANDING 2x4 FRAMING SIN CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS -� 14 N N 3 D2 SIM. w/ (1) MSTAM36 @ BASE kLLo w 2'-4" (Do 6 1/2 33 SH DZ TEMP BATU RIM 0"i FLAT CLG3 , 48x42 -1" 4-SH 1668 B.F. r:7I . L -�K- I 36"x2: I =I I I ATTI L=---- ACCEE �I MI T CLG C RPET 1 2468 BEDROOM 2 8'-0" FLAT CLG CARPET 12'-2" 00 0 N -7„ 0 H1 (2) 25 SH �2 EGRESS OWNER SUITE 8'-0" FLAT CLG CARPET M 4068 B.F. ---- ----- R/SH 7-6" 5068 L2668 42" H 1/2 WALL 16 B.F. OR RAILING PER 15 SPECS S6 - - - - - - i 14 TYP. @ 2 - R/SH U 0 13 CV I STORY. SEE o7 j 112 JJ/S6 FOR 0 w TECH 11 STEMWALL 7nT-3- ° r CENTER I OPT. 1 10 5-'T' 3'-4" 5'-8" 3'-3" I 9 T-11" ILETO A H S6, - I 8 'A.F.F. T-0" FLAT C G-- -- �; 7 TILE 2868 ' II 6 I CD I cD N N Cl) 12 3 4 5 ti� Q2 BEDROOM 3 4-SH (.0 4 SIM. w/ (1) 8'-0" FLAT CLG MSTAM36 --- CARPET I - G.T-------- @ BASE 11'-6"- - - - 12'-4" 11'-2" I G.T. MSTAM36 C7 a I @BASE , r BEDROOM 4 3 1 8'-0" FLAT CLG D2 I G.T. i CARPET D CDI= C(n r 1 1/2 33 SH 00 I I 6 B H1 I 25-SH 25-SH EGRESS 9 EGRES, � D2 B 22 D2 OB \// r3 I H1 D1 I----------- 2'-10" 2'-10" Z-11" 13-6" 2'-11" cOn ilk' An I 25'-0" I I I I I I I I I I I I I I I I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 D2 TYP. @ CORNERS 3 D2 SIM. w/ (1) MSTAM36 @ BASE � WD2 N O4 1 3 D2 SIM. w/ (1) MSTAM36 @ BASE M 3 D2 SIM. w/ (1) MSTAM36 @ BASE 140C REV 10.1.20 CAB General Notes R302.5 Dwelling/Garage Opening/Penetration Protection REVISION NOTES 12/17/2009: EXTERIOR 2ND FLOOR 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS Opening and penetrations through walls or ceilings separating the BEARING WALL SCHEDULE ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. dwelling from the garage shall be in accordance with sections 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. R302.5.1 through R302.5.3. HEIGHT STUD SPECIES SPACING EXCEPT IN WET AREAS. SPACE WET AREA R302.5.1 Opening Protection FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between SPF #2 TO BE PANNED WITH A PRE-FAB. BASE. the garage and residence shall be equipped with solid wood doors 8'-0" 2x4 SYP #2 16" O.C. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. not less than 1-3/8" in thickness, solid or honeycomb -core steel 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" doors not less than 1-3/8" thick, or 20-minute fire -rated doors. SPF #2 9'-0" 2x4 SYP #2 16" O.C. RECESS. REFER TO MASON'S SCOPE FOR R302.5.2 Duct Penetration RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a SPF #2 (*) 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid 2x6 SYP #2 16" O.C. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; nonmetallic class 0 or classl duct board, or other approved 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE -MIN. 48" x 76" material and shall not have openings into the garage. *WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE R302.5.3 Other Penetrations STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS Penetrations through the separation required in Section R302.6 @ 12" O.C. shall be protected as required by section R302.11, Item 4. THIS IS ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT. R302.6 Dwelling/Garage Fire Separation. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS** The garage shall be separated as required by Table R302.6. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" H2 FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required "VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" O +29.7 / -32.2 © +29.7 / -39.7 +28.3 / -30.8 O +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET "� t�.Q MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18' X 25' S.H. 13 20 X 38 18 2' X 371 S.H. 14 20X505 182X50 S.H. 15 20X63 182X62 S.H. 16 20X72 182'X71 S.H. 11­12 271/4X26 26X25J S.H. 1H3 271/4X388 26x37 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1 H5 271 X 63 26 X 62 1/2 S.H. 1H6 274'X72 26X71112 S.H. 22 37 J X 26 36 # X 25 112 S.H. 23 37 J X 38 a 361 X 37 3/4 S.H. 24 37 J X 50 e 36 1 X 50 S.H. 25 37 a X 63 36 1 X 62 1/2 S.H. 26 37 J X 72 3612 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 2' X 251 S.H. 33 54X383 522X373 S.H. 34 54 X 50 a 52 1 X 50 S.H. 35 54 X 63 52 A X 621 S.H. 36 54 X 72 52 ' X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.M. 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 1 d 4 h' 'd h d 11; d re-circu ate wIt In a rest ence or to anot er we Ing unit an 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE I LIVING) SECOND FLOOR PLAN - B SCALE: X"=V-0" s", m X (VU_ I`- CV L. c� to C) M 5 r O � C (,) , _ 2 Q U : cc N 3:U N Co Ili O . 2 W vy- 'O -tea-4-UJ ��Z�,�air.�TlStii€E.bt:�/�� N gF�0 W , U ia0 G v •� FL0' OF�SSION •��� �1,1 , flIly; To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N LO W E n 00 a o m m - CO N 0 J LLLL 0 a) � , �ro Cn st LL w o LLI0- LL a MLLLL a- Lu Z� 0 o Z :i °' gCS m 0 rn G W o a 00 Z ro Z N MZ afc2 O O U U Z ❑�❑ W z N O �o z z o J - M U) c/1 z Q) (9 0 l Q 0L„oOft N c Ln U � UJ J L 3 zif.. U o N ¢ N ed m o Z M M yz 5- Z J Q CLo 0 E ow z Z@ °° U F ns O E a o o °< az COD) ¢ L � 'a�i o � `gym m o _ oz '<w ZZ _ a) W ao N 5 oa n o z QQ 6~ ;o a 00 3 �O .s = ('� > M O �- C 2 ca (0O T o 0, Y T 0-L U) in I_ 4_J d' N O -0 o C14 Lo N Q N r ai Z, M CDN o z co z E r m E m ig a U q 0 � JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 1.2 FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5 12 �5 SCORED STUCCO BANDS T.O.P. HDR. EXTERIOR PLASTER _ ON FRAME _ 80 SCORED 1/2 33 SH STUCCO N BANDS SCORED STUCCO FLASHING--N,, 25 SH \ \ 25 SH BANDS 12 ------ —5 ------ _ __ 2nd FIN. __.- \ � � FLR. �� - - - o -- - - -- r _ — — — _ _ T_O.M. ------ — —---------- —------— -- — _ ________ _ __ _ T_O.M. GAR. CJ WEEP % — / ENTRY _ HDR. HGT. SCORED a TEXTURED STUCCO _ u V CE I o 00 BANDS FINISHISH ONON CMU MU 00 SCORED oo El E] STUCCO N � BANDS N -- ------t---I�t--���� -- FIN. —FLR. 3068 16070 OVERHEAD DOOR FRONT ELEVATION - B SCALE: 1/4" = 1'-0" FIBERGLASS SHINGLE INSTALLED AS PER 10' RIDGE VENT MANUFACTURER SPECIFICATIONS 12 — 12 5 �5 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------------------FLASHING — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------- — — — — — CJ / WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH 6" SCORED STUCCO BANDS SILL DETAIL. SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL. SCALE: 3/4" = V-0" — — 2ND F T.O.M. / ENTF HDR. I SCORED STUCCO BANDS ----------------t--------L—A--—----------------t---FIN.FI 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. txterlor uovenng 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 O cM ?mX LL C' C) imtVL N` C) t� cis LO -- C n.,= Q LY L G W >^`. •�_ /ram W W �ry O y > Q- vim,• <NSE� S '(� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - 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. ai U) W ' E I a O 'g N O N J N LL O GI J 0 ��QD � N �k LL W N U5 -' u� a M M0 "a Y cn� Q vi 0 JLL� 0 _ �oC Z f°�v 05 t °o 0�- W�'�N� � 0 Z I IL n LW N mZ Wy0 0 v Z v M � z N o g z z o J d, an M N z 4--J C/3 f0 W J O w o N C N f13 U 3 sir = w U o N N 444m, o � W M a � U- o zo �� 0 Z@ Z® ca ~ @ _ O E O ¢ az O U U N � a Q Q az �Z L ra O z �U m o Z� QW Zym (l� J ¢� gZ oa Z 30 W N U 3 �� o�, n Fk wa =3 r >O O cY za a °3 0 2 C:)Z t/1 > M Om �o c� L O U o m I— 4-J 0 r1*1 No 6i N In N Q T ai W .� N � C) 6i tV o Z Z E T 0 U J Q 0 J JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 2.1 I I 111 IMI T.O.M. T.O.M. �` ENTRY IF HDR. H( FIN. FLF EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH ----- C T /WEEP TEXTURED CEMENTITIOUS FINISH ON CMU 35 SH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 ---------------------- --- HDR. HGT. CJ 1/2 33 SH ^ 00 6068 SGD REAR ELEVATION — B SCALE: 1 /4" = 1'-0" - - - 2ND FIN. FLR. _-- T.0 -- I --- HDF -�_-- FIN. M MMM/11 A00 QLJIAInI C IAIQTAI 1 Cn AC M[--M RIGHT ELEVATION — B SCALE: 1/4" = 1'-0" :RIOR 'TER ON )I E 'URED NTITIOUS ;H ON CMU General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 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. I 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 I-- O (BMX c o. C. a, C 40 L W O ai N �y Y eO ; N NO 0wc 0. O d ca o c� U a) O ICU L a .Q-0 .E C 1U N :0 O ` :2 C U +_ >70. 0Lu `$ E f I ��jSr off//ZCD - U No O �. s' -4 S \ F L ? a•'�•'•• r�f�s�ROFF5S10N�'� �� v/�fff�ll)lil�t911i���� 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. HN W v m ti QO U C�`7 r- N O �1 � ik LL 0 - w G N cnr`h� LL w a N o a — u- a °- it � 103 Q ojmv Y — O Y 8 a r � �'mN� K Ooc'm � W �2rnrn a Z co NZ �toO L ILZ v Z pU W CD � .� N M o g Z O Q J — Q_ � co V) z -m 0 v o a LU g, U O1..0 o c w V)Ln u•s 1— U) U L, zL U o °� c T ¢ o • �Q N M o J w Mw¢ M o Z z a J lL ce E w z o� N � o oo w� �® '— o 'E XOoo oa D o �z r Z N a� z wo < W w L (n - p QY 0 mo O >Z Z N J " ¢ 0 �z iv oa So W <o �� �3 o a� ¢� 'm WJ CO �1 o w z'a a r o 3 �O ,o = C'7 rn m m c9 L O co r I..L m Lo C,4 Q N r ai m C`V 0 vi N o Z Z E E a 73 c 1= d U Q JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 2.2 .� ..�..=..W_ _ .� _ .-.�.�. .�.. _.�.-._ .... I�lun��uuuiwurlulmri��t W ■Y®I�I�IIII�Ii,;WtN' ' � ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES. - Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general ;purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICALKEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH j4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 1-01 HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I--o 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 nD ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) DB PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER #14 copper to lights & outlets NMA A.1P/ 150 AM#12 copper to 20 amp ckts 200 AMP #10-2 copper to WH #10-3 copper to Dryer Mn tit 2/0 or 4!0 SER Alu 200 amp 150 amp UNDERGROUND Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 �// CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. 1.5" VTR III I� I I —111 3" VTR I / � G� PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER L-Ij i I SWITCH FOR IT-FI DISPOSAL O I I \ QF — I I J / — UFII a X It Q N �_ - }GFI __ MI - C#FI — 1 — 1 KITCHE W - REF - I - DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS I LANAI WP 1 GFI I G ROUGH -IN FOR IOPT. CLG. FAN/ LIGHT PRE -WIRE I , / SWITCH f FAMILY DISPO,' I AV - PENDANT I ROUGH -IN FOR AS PER OPT. CLG. FAN/ SPECS ' LIGHT PRE -WIRE cq 12 LO � G � FOYER �B l I 1 / I 11ENTRY DB &GFI TO 1 WP GFI BE ALIGNED------- VERTICALL I WID A/C PAD GFI DISC. A NOOK L1_^" GFI UC ( 1� GFI I J GFI /KITCHE REF DINING PENDANTAS PER SPECS I�iii ;iiiiiiiiiIIIiiIIIm — S • D 'ANLL �- — i �rwwwwwwwwwwwww-�wwwww twwwwwwwwwwwwwwwwwwww " wwwwwwwwwwwwwwwwwwwww� "' � GFI @ 44" �J p5a�- — .� GFI @ 44" A.F.F. A.F.F. MH. / Z LLI Z } O Q Qa V J --------r---------------------- GARAGE ;__ _ - > W GARAGE o LIGHT AS _— _— __j PER SPECS GARAGE r---------------©OCI--------------- I GFI 1 IRRIGATION GFI @ 44" 1 A.F.F. I I I I 1 I I I I 1 I I 1 DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS = � w w W Z �0m IX C) >_� COACH LIGHTS COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS .� / / PER SPECS SPEC 3 & 4 KITCHEN FIRST FLOOR ELECTRICAL PLAN - ELEV-B SCALE: %4'=T-O" 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 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 f I I I I I I I 1 I I I I I 1 1 I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I SECOND FLOOR ELECTRICAL PLAN ELEV-B .>.1.1O U CN X c tL p 'L 31 M Y Qa) (D C ©} co (D 'j �v O OL co cp O O C: f L t6 'O >>d oW _ N O N N N N 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r� W vE aO co 8 `, Xk O N � J 0 0 -� L V N C:L 0 W # " W N U)oN�Lu a - "a Y a a tL tL a W Z �av o 13 O o OF W = 'co N co M O W co a 3 LN m Z W T O I IL Z O U 6_ W N (h O � Z z o a M U LO CD `o 1 W � (D-U O u., ^ Ly N tL lI o f6 t— O U T— u, J �E�p V o Q m N rn \ W r C w co z O z a Q E 8 Z O W O z g j N Z aR Z p a nso O ¢ 0o 0 E o i— ao aka az �w L GZ m O in s - y Nm 0LL all Cn J F� <W aw 2 S z 3� MENN i1. S o LL n m w s �w �L Q ui� az C:)2, > M Om m c� Q, L O co r— Q CrY i n U � Co Q o o 01) N LO CV Q CN T .�. CC\I o N o Z z ' �' E T m a- E .. Cam) _ ¢ o JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 3 . .. +unerwr�i � ROewaleMel'91"NSA � ���` V. � ) I. � I�I'I!If If Fiel911�l�l1111 M IIIAfIle111N11'P.'lr^I'fl'I!1!P 11'I'A"FII"�! '� 11 Ir I 'll 1 riPrll°�'FI-�'iPill' � I'r 1 � I ,:12 SLOPE 5:12 SLOPE 5:1�2 SLOPE �g a 0 J U A y% le 5:12 uj 0- 0 J N 1 4'-0ROOF VENT I' 4 5:12 SLOPE 1— z �_ 0 ZONE-2 IY � ATTIC SPACE O 0 1170 SQ. FT. i / 5.12 LOPE I ' C iri P 5:1� 2 SLOPE 5:12 SLOP17 E' I I uj I �ZONE-1 I O ATTIC SPACE '316 S . FT. � Q � I I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y pp SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 —NOTE— GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED By FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — B SCALE: %4'=V-0" -j N 1 V N Ci . IL LL- N O L' LO t N t ct� to , cv 0 tV Y -�= W as c c W -0 m L Qi -a 5 U N C ` (ate Wes" Ec ftS N O O L >>a OW I N20 W/y /,'i ; 4r• 1 0 U ��. e aF� W • /I�A�1fi11° �0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H ti W a o (It,v E N�� Co ro- J LL sk L a 0 ,,;--Lu a �mv LL a Y co caLLU- a Lu � 0 �I _ M0 0o �•�2ro m o LH W to . ¢�aF IL_ W N O _I d N M Z W � 0 p V U-j W Z W 0 M z N M O gj z Z O Q Q J r M N zalo O w o V) U w J r— — E ~ I �0 -� N m o coZ w Mz o ILL- ai E wa �'z � > ® E rj BOLL 0o Z oa i— T Q�Q"� X OU o¢o1 0 OO z O E N<o az ¢� aZ W. L o Y 0mU O WZ\ VJJ zZ> Z Q o< ()N W W� vw �Z =k z a ol7 o Ma �o x 3 0 O >C) Od) �.{. V m m 0 o `v T T— V Y o N (3) N Ln N Q N r cca 04 vi N a Z z ca E T — E a � cu c c a Ca U -1 Q a W J JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 4 „ ..,"., �.� •. �., � _, ,men_r�na•�s���mna=�-*+one"�i.��ai,�.; .,.�,.. �� .,.�i�ll^utgr.n 11llt�1111�'11'1�. �.,i,i.-1” If, .,1,1r.1�„ql,�, .,. "_;�,�� �l ,�M1�,hq�; .,,. , ., i. �II �� I �. - "i� � w i K 114 _"�V.NL:_ _Y►___`•l`."I�+1�_ Y'A6�►1 � -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: The reinf, bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL c oc WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU Q a Cf.) J 4 & Is CONTROL JOINT DETAIL OC d v 1,A,-n,, i6Alu 3'-5" 5'-2" T-5" 04 2-6" x 2'-6" x 1'-0" w/ (3) 95's E.W. TYP. @ L AC PAD PORCH S3 ----- --- ■ ■ ■II ■ w CD)I INDICATES FILLED C LL w/3000 PSI CONC. GTOUT I 20 T FROM FTR. TO BEAM 0 9 I U I ■ I REBAR VERT. ABOV SLAB. I I I 00 5'-10, 6'-10" 4" I TYPICAL @ ALL PLA ES co I SHOWN. HOOKED FIG DO / EMBEDMENT 1 1 o I 25" EXT. ABOVE S B I `r I GRADE 40 STEEL I I — — C.J.OP ■ ■ ■ ■ —t I HVAC CHAE E 00 ■ I------ — — — --- BASED ON 3'-1" II PROVIDE 1 1/2" IRECESS FOR SGD M LOCATION I IREFER TO MASONS I I I I ■ coSCOPE FOR WIDTH. F- I I � III ■ I o � pEO I � � I I I I C.J. II L —j I s6 TYP. @ d I I I TWO 00 ED 3Y2" MIN. 3000psi CONC. 3'48" I 4'-1" STORY 11' SLAB FOR HERNANDO I I COUNTY ONLY. 3Y2" MIN ■ I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ I VAPOR BARRIER --/ I I — — — LLij d TYP GG I S3 — — _ C.J. _ ■ I O I I I I I I III o (V Co I I i it I o I ■ ■ I I ( o L- J 1'-0" 7-3„ I q I I LO I I �--- ■ — PLUMBING I GG STACK C.J. = S3 _ I 2'-6" x 2'-6" x _ _ T-0" Fb — 13'-1" V-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR -- ---- --- FOR A/C II r l l l l l l l l l l l l l l I — — —$, — K 31 /2" C S3 S3 w I I I wZ o ■ ■ ■■ 9 179" I 2OW wq0 1I'-6" 3'-11" 3, „I Z z I w VO N PROVIDE 1/2" X 9 Q > m ■ I [1-4" 1/2" RECESS FOR FRONT DOOR ¢ a I �■ Up Q j �t 9 TOP OF CONC./ PAVER TO J - - O 60 I BE 4" BELOW FIN. FLR. �`- M I w-j — J > w I OPT. r ■ I U I I ■ TANKLES GAS W H 2'-6" x 2'-6" x 1'-4" 4'-4" oCN C.J. 1'-O" w/ (3) _L oo I — — — — I #5's E.W. L d- TYP. @ ■ I I ■ ENTRY w 0 I A o U I S3 OPT. GAS I STUB OUT TYP. @ SINGLE o i J I i STORY o (2) #5 VERTS w/in S3 (2) #5 VERTS w/in I HB - FILLED CELL v FILLED CELL o — — — — — — — — — — — — — — — — — o `r M ■ ■ IN 16'-0" V-8" 19'4" 5'-8" 0 co Op wo J Z 0::) z U)O 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 MONOLITHIC FOUNDATION - ELEV-13 SCALE: Y4"=V-0" V Ce) C.m X U- N 7 -C a CU C® 3 - L ( :J M (n O 0 0LL" ' �\ ��,i,eo�u►Itrrta,��,,, SRO �2 • -: cat 0. °• J V r 0i:- S SiONr���\���� 111101111011R\0� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W OTE ro-O O MN 8 N 0 # N m J O � O J LL 0 a mNo� LL (L Y aajm'! LL L a u J z _ b Z 1 Y Z o 13 E- " O w �. C0m I W -J m Q a , —c; "Z IL ILW N M Z W O O U v -jU) Z O ❑ ❑ ❑ V M � O � O z � z O rid J d � M N z v o u- fQ ,,, W 0 , , , o (n i= N N cf. w. U � — 8 t =I9 U o o20 W M Nz oS z Z < ILL cd-EQ v5. �� s� > ¢s ® E o z I— Xo U a F 000 Q O i ¢ az L to o Y U m p Z Oz z U N m F 6 W N 3:o� Z ao �w 7�+ .��` U wg o a c=�z Sk r— r o z w �F >O Mjcfl za a °3 2 O vo �} V m m U' L O Q Y '' ^r VJ m � a--+ O N Lo N Q ai m C`N � C w N o Z Z E r cn co a U Q p JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 5 TYP. @ 1 CORNERS p2 I 0 F, Cl) 00 In 13'-0" 2 FT3GE D2 12'-0" O A @ 24" O.C. MIN. O CE S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 CE TYP. 1 , EX 1 L1 0 C� LO BRG. WAL 12 O O D FT8G T FT11 LL —' FT13GE BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 35 A (2) 22 A (2) FT9 D1 CJ3B CJ 1 B B 9 D1 7 FG3 7 N A TYP. U.N.O. d m m cn U U cn m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE ENGINEERED CLADDING W NDFPRESSURES AND SUUCTIONS FOR MEAN ROOFOHEIGHT 5 25 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION a=oft [4:12]-[12:12] AREA ROOF 1 2e I 2n 2r j 3 3e I 3re 10 HIP -35.94 -49.57 -49.57 -49.57 / 7771 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58--�— I ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� I �\ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I Q SHINGLE: Y/6' EXP. 1 (24/6) ort%32' EXP. 1 (3�116) I TILE: 1%2' EXP. 1 (3Y1s) I NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/8' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32', SHEATHING SHALL BE FASTENED " I a I. WITH ASTM F1667 RSRS-03 10d (21Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] 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 4 JOINT AT 48" O.C. 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 v SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING " SPECS. INTERIOR SHEARWALL a@ TRUSSES STEP-DOWN, WALL TO TRUSS f SCALE: 1/2" = 1'-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16)1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" 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) 518" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 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/ 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 F-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 FLOOR FRAMING PLAN - ELEV-B SCALE: %4"=1'-0" M _Ucv Cal N a; I 04 L ` Cl-A w O Lo W v C: CL Q �). E ._ u � � r? Q. t[S ' O O '>0-SOW E4VIV d'" �'� S rep'•.. 0 �. F ` SSIO 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. LO W �rE �m F o o Q Q `� p N N W J N 6' m � J LL 0 N a 3k LL W M rnP�-- -w o � 6 dj co't a Y 0 JLLtL a L 13 WI z O ,. r @ o O F- W 19:_. 01 W 0�-j ; a a a a Z N m Z Of n O ILW U Z O U M N ��7 M� Z M N O z � N z � � Q J — a Z D U 4 �N '1• `+ is w ° U � 0 w $ C y NV) U w E win g z ! U o N Q N �� o w M " O Z � Q E O zo �o ow wz >� `R z® oa °� z o E W C:)wo a` o Q az �J L rp o m O C U .0 O z Qi m Q W z fn cn < oI Z Z ao sz � oI mw =� J o t0 w¢ >° a Ova V za O N >M m m 0 L O co Q ) r a. U) m Q � C14 CD O 0) N NLo Q r r ui E N E 0 iii N o Z z E r In m a U � Q ca p 4) JOB NO : 22-02360 SCALE : AS NOTED SHEET NO. 6.1 . eruuiriN �Ns111111314.1.iw u.� . r a. r n .0 ary.all�fllll.Lt 11V I, 1, II lLL tJ,..LdLWYLLLsllll��� L1k96- I � _ 11 � L.I�I IJI --�.. it # fZ CD (2) TYP. 25' -011 r OVERHANGS OVERHANGS I 51 8ii I91 411 ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH 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) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 —�\ I. ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � \ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ` ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: j (D SHINGLE:'/s" EXP. 1 CY16) or1%2' EXP. 1 03'1s) � I TILE: i%' EXP. 1 66) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED L. L WITH ASTM F1667 RSRS-03 10d (2%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12]. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP 5PF 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 R77A 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 1 112" 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 1 112" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 wl (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 -- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 '* 8 - 10d x 3" JUS26 1000/1080"* --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 * 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 * 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED W/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY 1 V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER •* REACTIONS ARE FOR ROOF LOADS ONLY *" DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (`*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS j (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B SCALE: Y4"=V-0" ;' tJ N N C m X N G: U_ a -C - N 0 c?�NY 0', O d , (U ice, O N 3 W v Q-0 O yO 7 Q.,2 W O wf r y Q`' r NS E •••''�� '� �/�Jl�It11D41100 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N $ n o E n p N N �T J LL VN "" oD (n U W N 1 o LL w a NM V a. to N LL �Q d W V LL z C Ca 0 o ��°' a a a 5 a ILcoW a N Q U _j rn O U Z W ❑❑❑ O � z m z o Q d: N P') � z Q) 0 0 a--J OW p C__ N �N ues U iu LU m allJ E U I L CS o °5 U,Q ts, 4 � w M M M J zo z L.L. E O z o wz > z© oa cu �- So 7U �U z O O � aNi d0 ai o ¢o O� az ¢W i 1.0 U mm m0 0 zz z Qi a" 2 W G7 UJ 0 ZZ d 0 U CX a, z < ¢ X r CZ) coa oa �lo s O~ Z QTU 2i C C:)i !2 > cY Nj LI... N L C) C0 d" .-. =3 r d' r 4-J O I� N N �.!') N Q r r ai m 04 C) iri C14 o Z z E T " coE a 0 _j ¢ o c JOB NO: 22-02360 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 ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for Combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS -NEW 81`44113/1T8F401B/1T 8RF400B/1T 81`321B/1T L/ FORM & GROUT SOLID CV Q O , #5 BAR COW. 8F 12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. sm moon, TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 81=16- B/1 T z o •- Z io tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS• chi p ecasflintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" 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. #S MIN.. R (1) REQ'D (1) -1/2" CLEAR ALTERNATE POWERS STEEL LINTEL d a e O n G ° M. U. #5 REBAR AT TOP �' �; a ° A MIN. (1) RE Q'D - 1-1/2" CLEAR LGROUT F C.M.U. 5 REBAR ATat ,w _ Q BOTTOM OFMy,? w LINTEL CAVITY p X w 1 ' -BOTTOM o m U O Z " REINFORCING e.PROVIDED IN LINTEL ¢ Q Z LL Ci w i^n ¢ ' O ?: � Lo it a �. p Cr G, �% #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL VOMINAL WIDTH (VARIES) a)) n 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 fALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the 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 -N 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 q" 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 oL SEE PLAN T/VVALL tJ-8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = 1'-0" D 8'-0" LL O 4'-6" LL O 4'-6" LL B MIN. 6-8" LL O O 13'-0" LL 6-10" LL (DMIN. 17'-4" LL LINTEL PLAN - ELEV-13 SCALE: Y4"=V-0" j ~ M , N X c LL - -C ® - N Lo (3CD O - _ 2 � C Q O N^^ N N P 3. '� y, E c L CU L f >.>� OW �z -it flitZ _•: YL'• ��t/ p�y� � Y �S q'•< `ac`" r•a• �•t �• To the best of the Engineer's knowledge, info oration and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W R C) vEE� O M " N V O N J m u is O '3 W U) u. d QM V LL a Y @LL, aLU Z O m c O 1 Ca 11 CN m O �I Z L a N m Z � to O ML z O U U � 0 W U MWE 2 N o z z o Q s. J ,n N m w O N UV& U c r - E N 0 I� C M w Z o fl- E � zo .Z >� QN z® wa 0OU °E -O¢ Z �¢o WNZm (a O zQwZto <w, oa ZZ go N 0- 3 LL d �Z W �LL CD V w °z < a I 0 0 Q ,.L > CYj Om N i O � � m Ilt I� N O CN C) Lo Q r T- a) W CCN v; N o Z Z E T" E c d U � Q p � JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. 7 3 W r~ 0 rr m 0 N P v cn ¢.n 0 0 J CIO 0 C V) 3 C) N v E ayi E s a v c 25 co W M c.� E c U i -o i U 7 i Z y I Y i ,o U J (D tL N N N v 0 0 a N N 0 Cn co co v cn NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS, GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING, 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2INCHES (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 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 51TMS 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. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 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 L/240 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-1-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: 11'2' GROUT FILLED MASONRY: y4„ 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 (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4,3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4, 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall, 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms, Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete oVerpo and mortar along the foundation perimeter must be removed be ore exterior soiitreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by licensed company before be issued. i pest control a certificate of occupancy will 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 1'-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE 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 9x7 +26.1 PSF / -29.9 PSF DOUBLE 16x7 +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 %8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N �mx � U_ CV F 04 L ct� O cv c.i y v Q Q O S N a a O a (U >LL 4W t�s oa O cas 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. M W 00 vE Q O M V Noo it V 2 0. 112 C 7 O N u W N cn N o c+ oW a QQj M V ' y -1LL a L 0 Z Z° °o� o � w 1% m N (0 LL ¢ W co C, ¢ ¢ Z oo a N co Z K N O U_jvvi ZOU �0F1 WIL Z N O o z ¢N Z o M U) N z aCz �% o 4��' T LU '�'�• U O^ w o �U-) _ , _ U � - = 8 U o N c `n D o C W m o Z z < ca =o n o E U w, z® oa (U I.._. (Q O �a X V as a UO � U �� Z Z N ¢o ¢ d ¢W L ,6 CY - o U m 0 �LL Z >z z J H �N N �w 8� o � zo Su aw o o 00 w �F v (a < ° 3 c 0 L > co �0 V a� ` m W L., 0 Y T n rn� v+ m r. ^0 O M C:)N U.) N r r ai N � a ccu Z E T N `m t° a E o a co _ ¢ o c CD JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. S N „tr 'fa_RI ",f I+N I m,-_ i IF I- a !Ir'a lr I III 'Iil@ m rl9'9l !-1 •rf r. I , 1 1! vII• ul mm I1MII'T 0 w 0 i m C) N 0 Cn 01 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2” LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 -wood panels Two 3/4" wood panels or 2 x p — 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1 /2" 6500s 1.811.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap + / + / / 12 FILL CELL STD. 900 HOOK BOND BEAM w CONT. #5 CUNT. #5 > STD. 90° BAR HOOK BAR I ���� #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT, BASE PLATE BEARING COLUMN SEE PLAN. FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH — Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N,T,S. 1/8" min. 2" in. }Small 2" max gap 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 4" max. 2xrequired when indicated or _: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building —1 code for appropriate 1 /16 details in 4 One 10d box areas=20 of high 6 or=20 sinker lateral load. nail each side at bearing. 9 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max, along bearing wall Use 3" (10d) nails at 6" o.c, Required on interior walls : - for vertical load transfer Load bearing walls when load bearing - for lateral support when joists /� meet over wall, or wall stacks directly over wall or _tz IT /'/�j beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate O BCI 5000s R 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BC16500s® 9-1/2" 11-7/8" _2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) . NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS OP PLATE IN TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SIMPSON META12 / META12 TSS INSTALLATION a" MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A °° SIMPSON H10A ° ° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE =111=III=1 I1-1 I1= I 1=1 a : 1=1 I1=111=1 I1-11I Provide adequate bearing a _ Use 10dxY nails at 6"o.c. for all joist < .. , ;-- , . CORNER OF for each lapped joist. I n - (- blocking panel *Non walls =—I —III HOME H C G 9— — — - — — 'III I1= a • -�f_jT GARAGE SIDE O O O Squash block 10d nails require additional consideration. SECTION INT. BRIG. WALL �_-►�I-1II=1►I-i�fl III -III FINI GRADE (2x4 minimum) � 5'-0" Q- N.T.S. - Bearing wall, Versa Lam LVL or STUB -OUT FOR 1'-0" o ° Glulam Beam ° I I—III—III—III—lTl= I —III— III ❑—III 1 I I I —I I GAS METER 0 '�I—�_= —III—I 11=11 MI iv ° NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) rl I I —I I — — — SEE FND. PLN. — KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE Nail with 10-10d nails. -f T=1 11=lT=I 11= — I I — j�T— _ _ SIZE & REINF. IN BEARING ZONES D (KNOCKOUT EXEMPTS) Install tight to top flange. SLEEVE THRU STEM ° ° —I • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) D I1- 12' BELOW (see table below) � . GRADE PIPE VERTICAL THRU FND. SEE PLAN FOR � °• ° . • .; . •• • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger FOUNDATION INFO • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges t 0_0❑ STEM FOUNDATION GAS CONNECTION DETAIL ** ** �, �� DO NOT CUT HOLES � REINF. SEE PLAN TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY A 1Yz' ROUND HOLE MAY GRADE CENTERED PIPE 6�� BE CUT ANYWHERE IN 6 6 Nail block. @ PLUMBING LINE CANTILEVER LARGER THAN 1Yz" Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS.a Backer block required where top Q a 4 FROM OTHER HOLES mount hanger load exceeds 250 lbs. _ • MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Install tight to top flange, 7,-. Attfill.-I I IVI I 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. 10'4' (2)16d TOENAILS 2" X 8" 16" O.C. 13'-9" TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON(3)16d HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (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 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" 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. 1/4"-2" gap I I II I I— a — . o . • r • a — d SEE FND. PLN. Backer Block A/C CHASE 4" PVC (2) #5 REBAR SIZE & REINF. Backer block shall be tight Backer block sha I be tight SLEEVE THRU FOOTING MONO FOUNDATION PIPE PERPENDICULAR TO FND. to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE Web stiffeners are not required when top required 'rf hanger CENTERED @ PIPE flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE height TYP. FND. PENETRATIONS requirements a SCALE: N.T.S. �_ _ a _ _ 0.6 X Joist _III 1_I= 11=1 I depth -I I ITI 111 �I G .. a a o Q.I- TI I— I -JOISTS BUCKETS SEE FND. PLN. N.T.S. SIZE & REINF. N, !UN c> _ 0_ 0 Id o M c co a N Q a> c6 0 -0 O O O _-��+ � ICU L_ s, , ,> 0- �''W /V �'=° �-� �•• •• • .� w U Via©- 41 O w �•2 Qom\ �f����p4 s s 10 ti 1114111lli10d16� To the best of the ngineer'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 "dam vEco o c+oi 8 'D I-- xa 6 m " 0 ''.7 t; ccIn 4k u, W M ��Pa W a- NM V 4 N V) m Lei- U. d z 0o Z —2, 0 cc tcc O~w a' � 'iu W c°n�6jO1 d a r, Z M Z N W 0 O IL O U U 0 Z W ❑❑❑ z N M o g z z o a N M N z (1) o �CD m w i N V ca O,,, o w. _ U W W o w F5 COa Z J LL E ¢ zo oLL 2 > ¢� Q OCa �z Z® Da I— CL o E KO �< ao oo oW Ez a a) �= o ¢z Ww WM 4? C V y0 .0 mM O¢ Z, YZ z J a ° �z o� Z W IIIao W¢ O N F jp z 11 ~ x Y F W a o <D It' o. ZIQ O— 03z 0 c O = > M m C9 O T Q Cr n U) U v /( m � I� cNCD v � N N T- CV)E � M Q .. d z :3z N E r v, E W r'0 a c°� ¢ cc 0) JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. SN 1 ... •• - rr n nm [•mn,[P"�.[ In � _ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES FOR UNDERLAYMENT 2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z .PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/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.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM a . `III —I I —I I= • p D 9 -III—III—I I I D L I 11=111=III=' I1 D7158-CLASS G or H, or ASTM I I-1 I=� I =1 ; • I=I —I I-1 I 1 I-1 D3161-CLASS F, IN ' I -I �J I I I =� ° — — ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING ' 1=111=III=III=1 I I=1 I— I I=1 I I=1 11=I I H_ 1' CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 53 1/2" S 518" OR HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 518" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 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/ 6X6 I IL NOTE: EXTEND WlAXW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE I 1r M 6 MIL VAPOR--/;- _ D BARRIER04 • I COMP. SOIL. — (COMPACTED TO 95% — I T F1 (— MODIFIED PROCTOR I f 1 I f=T= TTT ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/T-4" CHAIRS TYP. ON (1 STORY) STD. 90 HOOK (SEE O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS—n LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: e *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=T-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6WIAxW1.4 3 1/2" WWF OR FIBERMESH min.) 4" A ° v I GRADE -- —1 I I —I I I —I 1 I —I 11—I ' -(1) #5 REBAR w/ OPT. 11= 11= I —I 1 I= I 1=S.GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K'T SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND 14" 13" O.H.D. RECESS z O.H.D. RECESS ^M � r • ` I— e' III=T II a: � • y ' 4„ — -I 11=� 1—'11.• d:. ' � `: -ter = I --II SEE A/S3 OR J/S6 —"--I L I I I I IT_1_FI_L I 111�" FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 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. SEE A/S3 0R J/S6---- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) 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. ,1/r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" OL A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ELEV. -0'-31/2" o 31/2" MIN. __Tv/r -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w! (2)12d TOE NAILS (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 W1.4 x W1.4 INCLUDE THE WALL Wx WF OR FIBERMESH ATTACHMENTS �31/2" MIN. / i �) 1/2"(min.)- 4" 31/2"(min. - 4" I 11=1 I I I T8" —1I (2) #5 CO4 1-4 U.N.O. MIN. TYPICAL BEARING WALL na STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 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 1V-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS ,/,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 00 31/2"(min.) 4" l9I I (— I 111T — I I 1=1 11=1 I f-1 I I III I f 'r 1I— (2) #5 CONTi— 11—'rT U.N.O. MIN. TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M\NI�o�s for q�N INSULATION PER FBC AND ENERGY cod' FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'4' (R302.11) LAYERS W/TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" 0/C WI 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS •� #3 OR #4 REINFORCING BAR CV �— D • • D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE °p [GRADE 60 MIN. Fy= 60ksi] M p • 25" MIN LAP [30" MIN LAP] SCALE: 3/4"=V-0" 7 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE C) U D Cn 0- -1J—�—I f° . . ° p T — ° - -,f 1rTiII�I �► ;• 6 MIL VAPOR BARRIER I I I D ° I T=III=III -00 R 1 7/8" co �' —1TT__ I 111=1 ° #5 REINFORCING BAR =ITS ITI _I�tl''T T #5 LAP SPLICE —1 COMP. SOIL. (COMPACTED TO D _ 95% MODIFIED PROCTOR ASTM ' �= I I I 1=T— =I11=I 11- D1557) -I F 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAI� +. a INTERIOR C ° a .' v r CONCRETE NAILS W 1 1/2 c EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE c r-� 1— M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HC70K #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR J4 x xCONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w SEE PLAN FOR STRUCTURAL LL I COLUMN SIZE AND BASE o w CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS JTRIM —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w 0 SIZE VARIES PER PLAN �- CONT. BEAD SEALANT a > w/ MIN. (2) #5 VERTICALS E > w FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N W SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, Cn ° BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS .I ICI-11-1—iTT-111=1 I I= TAPEREDR. CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) 6x6W1.4xW1.4 `I _ WWF OR FIBERMESH CO I I —III —I �f— I I ILI n (2) #5 CONT. =1 I I .l I I,�.LI I , I ITI I „ 1 ON T' CHAIRS 8" 1'-4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3!4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH d d- SEE A/S3/J/S6 —` I r Tr—r, r_41r 8" FOR REINF. INFO. l L OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS as S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� d CONT. FOOTING STEEL MAT REINFORCING. r ' CO 00 GRADE _ 4 711171171 LLJ —rr U J ail n �• i. �I� III=I�—�' Z =-j-1 1—III=i—li I W 0 w U) ll �l • •J • �• ;lllii lli—I li z 00 IIIT� Uj w FOOTING v 1=I I F 4 I. =.I II i--! l -i -1 l= BEYOND PAD REINFORCEMENT -1 1=1 !—I - (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 O M am X U_ a yc�� ca to O Q ��NY . a � C E - pccU . t1d,.n di ;1wt— lV (a to 0, 0 0w •� "` e N r� ••ea• •`t'' .... .•'�•N f >� SStOIlk ��Rff�ff flfl t�l ttl'tl���!!, 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. tl! Wco Q 4 E O M j. N C1 J lJi. 65 O cc N W �# . a a LL CL Qej cN7 Y Z �° Z � 0 1--0 W M O 'm (V O coQ r a Z N M X N O unW LO z LL pUU�vVi Z W ❑�❑ v M .�p z N O 1� o0 Z m N z o � Q ? J a N o] N z c (1)U 0 4-, C C O, r 111t1�J U w ° �- J a q •`.•.. U o c Ef) Q N 0 I� o cfl �W M w Z ¢ � a J L.L.=o EE oo E O wo¢� z z� Z® a°: i--- (16X O —_ 1' �¢ ao ID O oz az Z N M L wo GO �w (� c z Y �o m� 0 z Oz z j <W �, M_ �w p¢ 1z dZ 4LL WKK J O z a =F 0 O v wz , a = ° 0 c O = L >M Irr Q ai co 0 O ��` r r�/-/� Cr Y i m �. o ^ O a N L1) � T ui m N =3 0 iii N o Z Z >_ E r �' a ci ¢ JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. S3 (MONO) v+ iE W 0 M N v r zt y.w 9 CD N 0 L 0 Cr rn 0 a i E H E 0 S v J N N Li U 0 fJ v 0 i CL i L i' co I Y i 0 0 0 U 9 as LZ N N 0 0 a N N 0 s m -a (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 wl (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK W 11/2„ 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 ALL IS MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIE5 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" 0/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)1Old TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ , 'Ili STUD W/ (3)10d NAILS CRICKET AS REQUIRED II i SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW .� 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 4, -L� SIMPSON SP1 w/ (10)1Old NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) '--ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. rt TO DRAIN EXTERIOR WALL WALL CLEAN -OUT q SCALE: N.T.S. SLI: 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 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, D TYPICAL SECTION THRU WINDOWKB MASONRY LAYOUT S4 SCALE: N.T.S. SL� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 a o a a a g" STD. 90°HOOK 8" LINTEL BEAM W1(1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W1(1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IE WE—] NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL \\ \` - \� \ \ \ J Q �\ \-\�\ W / %/ FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. 11115 �8x8x16 C.M.U. GARAGE DOOR ---__._ TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ...: GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a d E a e a c u POURED CONCRETE BASE FOR BOTTOM OF MOUNTING 8) 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. Sic /�yV00� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10dx11/2"AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEELAND GROUT FULL 8x8x16 BLOCK DOOR OPENING —C-L VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAG E IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' 1 (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 �(2) 2x HEADER SEE PLAN • INTERIOR HEADER: 54 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. O� �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ-,� SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS LINTEL SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (nP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2.w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 LOCKING W/ 2-16d TOE NAILS FBEACH 1/2 EXTERIOR GRADE SHEATHING CRICKET AS END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" IL NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. MOISTURE BARRIER !H ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 7 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 ° MAN rl0d@8"O/C ATTACH ALL J EXTERIOR STUDS W/ IA)) 16d TOENAILS TO 6P 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 C SIMPSON SP4 SP2 -41 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 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) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" ?OXIED A.T.R. t & NUT 'OXIED A.T.R. t&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /— 2X BLOCKING d 2X81P.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SSIMPSON C P4 SP2 SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 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 KA TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. PER BOTTOM 2X8 P.T. BOTTOM PLATE ;::-� 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. -0 (1; = o .5 ti M 64 �'. 00 X^ 4. ` : LL. Q. C.4 —C CD c�Ns Lo _ (a o �'Y N 0 2 c U N s� 00 >ca01 >, ?_ Cl.Q 0 0 C N O-0 0 LU ? 0. `''I• F`. �I •°°• F L. ° e P Q F E S S I ID N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. M N o Eo ro �� 0 N � J j� C',� � � J LL 0 . M rnr Ewa °- M Qai r Y n. Uj JLLLL W Z z� m� .c w W �� - q� ORIL co pj6' Z N O J a N co Z O U U fV Z W ❑0U V M FEE z N co og z N z o :* g J 0- N r` M N z .9 Cz Qi CD f6 W O w o Cq Ln us ,,, ° cg L Z. C-� a N ®• o � M M m ¢ o w Z 4 J U- CL E E ° Z. az .2 zo z® am f— < 0 x V oG . 0 OR' O E N � 0 2i o ¢O d Z �w wi L fo C C o .0 m o OK zr >z z � J em a �Z c/> Q 0�o 29 w V a N W �0 lZw- O O b ui a¢ a 3 0 C) a > C'7 C) �o O T I� v l m CN C)Q CD N � � T T ai w N d coE m Tcn E a-U Q p JOB NO : 22-02360 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAMV 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 \ 2x4 42 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX.9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± z 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CROSSBRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2' CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD 7 ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM 7 T ACHHEE OS SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4' LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND �) NAILING SCHEDULE FOR SHEATHING DETAIL �- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2)1 Od EACH JOINT w/ (3) TOE NAILS @ EA. END 10d & (2)10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1!2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. • AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED ( 2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1/2" x 8" "J" BOLT @ 48" 0 C (2)16d NAILS INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO J @ 48' O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2 NAILS AT 6 -0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" 0/C TRUSS & (4) 1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1!2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w! 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w! MIN. 4 1Od NAILS & (4) 1/4"x2 1/4" ... SCALE: N.T.S. EMBEDMENT IN KO BLOCK 55 SCALE: N.T.S. 55 TITEN ON OUTSIDE TT 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J iv N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f f X-BRACING, AND TOP f SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CO SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 - _ 1/ " `� 60 0 (2)16d NAILS 2"x4" CROSS BRACE APPROX, 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF t EACH JOINT W/ (3) BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE ATTACHED W/2-16d 40� NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x6" 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 K(2) 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 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. cG 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �... •....--- -- , 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" ISH SCHEDULE ITTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2X4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 I L CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES MAX. 9" UNSUPPORTED, IF>9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C x SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-' L [L BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS . El SECTION 9 SCALE: N.T.S. S5 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" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C (-WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z —I 9 BRACING w/(3) 10d x 3" AT I = • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION, SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS GABLE END BRACING DETAIL SCALE:3/4"=V-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 20'-0" MAX "X" BRACE SEE DET. J/S5 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/ 10d NAILS @ 4" O.0 � TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. I II■1 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 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 M I. V N 9 17. LL a Cv 1 _0 N Y cam. C3 a) (D O Q - �'. _,_-AV1 W v C �E Q ate-+ 0 r' ,0 ' r L U (DQa) 3 >.> >+ W E C Ct3, Cn O O >ja 0Ul v� Yz �Oj-' pis � �% 0 ! e ••.. {� 0 \ L � aFE SS1o���ti` 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 Q I- v O E o O r M . N C _ ��a0 N # LL W a W r- rZ ° uw N O a - r Y qaW a LU Ix 90 o ~ W w '0ngpjO' W a a z Ma IL N Co C5 M Z W cn O z O U U 7 F W ❑ ❑ ❑ Z N o Co z N Z o V) ♦z♦,�� O V O LU Q— � N w o c_ W m ~, J E - W s f U o N a ®� ¢ V 0 I� o z M zZ o z LL Ca. qE E14 o w= 2 >� 0 z® ❑n ¢o 00 X U �� � oQ z cQv wil < = o ¢ w W �, Wm ,ram.,. no no C _ o U Y U y o O K Z J O a ° Q g zo to Z g Q o� a WF yz =3 � o CO wa 0 v za 83 O C o in "J 0 I N N co W L O Y T o— I- m 0 © N Lo r 0 E E CD N a Z E T— E (n m` a 0 .� ¢ p JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. S5 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 PE9- 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 1/2" HIGH STRENGTH OR 518" 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 MUNICIPALITY _71 e e . .d d. N • M ' TQ I—_—III—III-1 irl 11111 1111111 1III IIII 6x6 W 1.4xW 1.4 I I �I I I —I—) WWF OR FIBERMESH -III—I i I—ITi-1 I Tf 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- [RSH1- ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO W in W 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. �Ouj INSULATION PER CHART ON FLOOR PLAN r 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) M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL LU W AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE a FINISH GRADE 00 a. d' 14 II —III III —III _ I o ' I L ` 111 I I� \--STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR "I 111 I II (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION r , REV. 03.16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP W (8) 10d x 1 1/2" NAILS TO STUD £ 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----___ BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL--` SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2 NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. -END SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1^" ^ 2"x BOT. PLATE (2)10d @ 6" OX PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREEDLL INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS oO SEE FRAMING WEEP SCREED '- PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/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"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS O SCALE: 1 1 /2"=V-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION Ir-1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 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 It-ITTI, Nw1o'..' �� a '• ° • d III Ill�r III T #5 CONT. ON 3"811 11-81, 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTIONrs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI FT SHEATHING PROVIDE x BLOCKING AS REQUIRED PER f p SECTION X-X IF Lu NOT FULL HEIGHT SHEET /C Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING w FF SOLID 2x o C BLOCKING @ ALL zi C ZI SHEATHING w EDGES (SEE OPENING SECTION X-X dU C x W x E F 2x STUDS w BEYOND, y SEE PLAN L L O '-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI I r-I r-11A-rInAI r%IA1'%r1AAA 3/8" "S" = NAIL SPACING S 3/4" 1/2" SINGLE NAIL EDGE SPACING DOUBLE 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 wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X T,lyP sFF �o� N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) S EDGE SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END � JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN)/8". H v7 z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z u- _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 0 NAIL INTERIOR AT 6" O.C. w/ Sd COMMON NAIL. co O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J p w/ 8d COMMON NAIL w P O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER } w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0:r00rn z F LL @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL N w C)O MEMBER IF GABLE END u NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 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 wl (6)1 Od x 1 1/2" EACH SIDE O,o tiP�R/0 N� SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1 A WWF OR FIBERMESH _ d. A ° rid CV {Id 4. I " . d a. M -III_III_I I II d ° 1 IIIIIIIIII �IIIII q (3) # 5 REBAR ON 3" CHAIR 4" W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END T 4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — co @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. I2 1 '1`O CCIJ ,UN C_j s'.m X LL Q, Cv L �- �ry 0/ a t C u'U N `.� ,= >1 dr (jQ).,.. 0_0 LL W E C a co N O O L),. > > � � LU n 1rv/V o E C^I. • ! VILL 0 ` cal. CD 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 An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M ti W Q o U rco O M N S! �? ON (V O O 4 LL Q 000 N * W W w a 0 Cn��a -r NO LL CL Q ou- U_ awl - W_ 0 zoo OE-W 26 12 = 'la N co Q� O U) daa N o J a 0 IL 0Z N z _ N r pU o 0 W �7ILW z co 'q Z N M S Z W N Eq z o � Q N M L0 Z a 0 0 Q) 0 LU �o C N V) N=oil 1• —, CD U F—_ L 0 0 Milo co co W M M z ¢ Z z a LL, Q E E o CJ wo >o <� �® p as UK O O CV °Wz o Q Wz ¢ W W 92 . L n, U.')_ - O = 'o i W. p z J 'v am �w 2z to aNi Q 3 $ g° �w <1a Y0 O 1:0 V 5 a °3 0 Q to �M Q T ca co � r � Y T 0 4-0 hfi C) -0 N /� V r T� ai E CV Q N N o z E T_(n M c m a U Q 1p C:Q a) JOB NO : 22-02360 SCALE : AS NOTED SHEET NO. S6 (MONO) SCALE: 1' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS' \d" 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER / 2xl2 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCO2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUNED NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: �' = 1'-0" VVtiLL 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 A FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER �\ MAINTAIN BETWEEN" _ AND �" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD / STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 3YP CUT TO FIT / %RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C,/ 2x6 SYP 1>< ROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS 2x4 SYP BLOCKING OF STAIR TO CONC. W/a' X /2x4 PT NOTCHED INTO STRINGER FOR STRAP 2 4" TAPCONS @ MAX. 32" O.C. AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" NAILS) ATTACH ALL COMPONENTS 1x4 GLUED AND / \ OF STAIR TO CONC. W/ J" X \ NAILED TO STRINGER / 2 J' TAPCONS @ MAX. 32" O.C. \ / .� �I EW "A" SECTION VIEW "B" SCALE: 1" = V-0" SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 6'. / 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH G-1 SECTION VIEW "C" \ SCALE: 1" = V-0" TOP OF STRINGER STRINGERS E2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP 4 PT NOTCHED INTO STRINGER (1OMTS12 w/ D NAILED TO FLOOR WITH GLUE (114)4) 10d N x 1 1/2" NAILS) STRINGER CONTACT POINTS \ SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED 'PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" NGER aLUED NAILED SECTION D-D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK 2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "Ell SCALE: 1" = 1'-0" SYP DRYWALL STOP MUST L2x8 NOT TOUCH STRINGERS GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING — H E SECTION VIEW _ SCALE: '2 = 1'-0" 3/4 PLYWOOD ON DECK -2x8 SYP GLI AND NAILS[ FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C-, NOTE: 2x8 DRYWALL STOP NOTSHOWN STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO \FLOOR GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. -(2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 J"X16" LVL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND FLOOR ATTACHED W/ 12d NAILS NAILED TO JOIST. TRUSSES @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F SECTION VIEW SCALE: " = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" JOINT -TO )ISTS) NAILED AND >TOP PLATE VTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC NG RIS R L3z VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" C�J L p N 0 M x c. LL. d Lo let Y N N O 97 U 3 O a O C 0 (/) 'O O cc -p A/ \A;,�1i9t1t6@6PItPl/0 BIRO w 11'1v1�,� ,OFESti0'�� ���!lttttttl"�� To the best of the ; ngineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N LO O Pam') O 0 # U N O pp V N 6 C7 # LLLL V; W 0 N 7 � # o a N O d a JLL a W z arn Z Z 2`r~ O R o W U5 cj a¢a Z rb N O J a LO mvs Z �0 IL LL N = 63 v _j W W El❑E3 IEMI Z N M 00 z m N Va z o � Q � N N M V) z CD= Cz 0 a--+ M W ij— O w o V) C n v j z� � J E L w m V/ � N Q O or co w M M z o z � LL_ �o O Q N O E ® Od F r0 Xo uo U ZoECN CN 0 a rz M - � ao < U Nm mi 0 Zz z � J .2 �� �w ¢ oom Z Z go n 3 a� a � (j ado r` rz-z o �z z a =3w �5 CDFw_r f9 a� U~ �' Oa za o3 0 Q i M IY' I..` o C, m 2 cc O T T O 1 � N CY) -�••� Lo CN r r ai N O N o z z E T_ E v m ca c Cc 0_ .4 U J Q 0 J JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. ST 1 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2° DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. ;;//// APPROVAL FOR CONN. APPROVAL FOR CONIC 7// i �' 1x4 ; j j 1 X4 1x4 P.T. 3/16"0� X 3" LONG / FURRING3-1/2" FURRING 3-1/4 LONG X 3/16 0 / FURRING TAPCONS ' (2) ROWS 3/16 x TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1x8 P,T, FROM EACH END w/ MIN. 1X8 O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST. ATTACH MASONRY THROUGH �� 1x8 w/ (2) ROWS 8d NALS �� 1x4P.T.&1x8P.T. 1-1/2 DETAIL 3 DETAIL STAGGERED @ 12 O.C. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN, TO PRODUCT APPROVAL FOR CONN. % 2x8 P.T. ROWS 3/16" TO PRODUCT 2" EDGE DIST. % / w/ (2) APPROVAL FOR CONN. �/ / l' 2 ROWS 3/16" x 3-1/2" / /i; O x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4 FROM EACH TAPCON @ 16 O.C. & FURRING END w/ MIN. 2" EDGE DIST. 7 o i/ 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. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/BLKG. ' 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) \_ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU -� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX r SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK �. 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) Z-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF IN 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 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL rK B-B SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 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. 8 #5 REBr (TYP,) STD. 90' FILL SOLID HOOK (l BOTH CELLS LZI 'L\— NOTCH WEB AT +5^ FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 21/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x21/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED W/ (3) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL L SMOOTH. DO NO FURROW. `.'.` F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH --� 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 MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL i, / / FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION I ® DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" o.C. _ ® #5 REBAR (TYP,) ®® 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ,R AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ $d @ 4" ® 6" O.C. EDGES AND 12" O.C. FIELD \l O.C., 2 ROWS STAGGERED 400 `STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) YP.) ® FACE NAILS 10d @ TRUSS VERT. WEB — METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL Ao ® +2- NOTC F� @ FIRST COURSE SIMPSON HGAMI OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" FHE e ® TITEN INTO K.O. BLOCK s 40 FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. JS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 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 2x 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"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER J THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" D • —III= I I— ��I�I I j 17 • p. D. --1 t 1 I I '- GRADE co P M - Z04 / •D n D . (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" 2x0 + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. PRECAST LINTEL 2X4#2SYP 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. N (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING + BLOCKING AS + 411 REQUIRED TO + + SUPPORT SOFFIT + I , IJ111J' SEE ELEVATION ' FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS 4FF CHFFT nq Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3, - z O Cn W V FILL 1st4 COURSES SOLID W/GROUT e ° FOR OVERHANGS BETWEEN OVER 1 112" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. " " %• i OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" . . • • .° ... • Imo•' . Y >.— ° ° ► .. #5 BAR p. 10 ° ° CENTERED W/ .:' HqDIN TOP o ° _ p Iq KNOCKOUT / i� -- _ ° CHAIR BLOCK MONO FOOTING - •, ,, SIZE AND REINF. PER PLAN — °, AND SECTION DETAILS -i - CLEAN FILL .0, A. ° DIRT Z A. . " STANDARD S, #5 BAR IN " 90r HOOK iv FILLED CELL, , s° Sk- STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO Q EXISTING FOOTING (2) #5x6' IN CONC. U) N FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY 4" SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 0 S--O ~ ems+ ;D M C.) N ' QU -c .- O. L t3 a to �1 �.a)Y v t�0 co d t6 caO O C U ¢I_cu-a >>CL�-W \`\o\`�eeeeet►u►lolW/V �•. �vr \GIN U �o e �P \O rrre��O F E S S 1 O v ```���� ell"11111lilteeee� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. as ti W E w 00 I4 o o �N� 5 N � � 1A04 M rAti�� � w a M Ma a Y Q MLLti L w Z—� p Z a O ���_ �0 ~ _ L @ o O W N rD L O � rn ¢ ¢ W c � Q a Z mz MNo z pV U� ai W z N o � z z o � a. N N z 0 (� ,,, e Fe U 0 ,.,., g wra Ln CN YZQ) U r- - E — l✓ . L O N Q 4 N �� o w M o3 Z a L.L CL E O < N C A G V 7 Z� W x F— nj Q n 0 oa 0 0U Z O N N L ¢z pp ¢ az � W - < Y U .o m 0 o Z �z >Z z C J 0� �m Z �n a`ni 3 F S* Z 3Z a W U ¢ o o r �3 C = H o w¢ >° a v z< °3 > co m 0 � O Q Cr Y ..� 0 O CN O Lo M co co 0 .. o Z Z c � iri E r- tO E w cc c IL U 9 Q p c JOB NO : 22-02360 SCALE : AS NOTED SHEET NO. SS f'T - - - - - - - - - - - - - -� CROSS BRACING DETAIL (TYP.) SCALE: N.T.S. TRUSS NOTES: CONV. 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 211 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. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS vY/L-1 V4`lU L/'lVla jIAV vv 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 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - DIRECTION TYP. A CHORD AT ALL HAND FRAMED AREAS TYP. -/-WOOD TRUSS A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN -EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE PORCH SILLr15 SCALE: N.T,S. DIAGONAL - AT 8'-0" MAX WOOD TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 11 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'-1 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 2" lo Orr z U PORCH SLAB SEE I FOUNDATION PLAN --_ cwn� (2) #5's CONT. T&B - - �° : r:. I W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH EXCEEDS 30" _ n LOWER OR GARAGE SLAB SEE PLAN LARGE STEP DOWN 17 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 G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS USSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. HIP G.T WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE PLAN _-_ 4" PORCH SLAB SEET7 I FOUNDATION PLAN --_ n 1 -4 -EXTEND SLAB 1 1/2" -(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" RADE 77 2 ENTRY PORCH SILL �14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED MASONRY KN COURSES w/ W/ (1) #5 CON IREQ'D @ MID ASONRY T. ABOVE MASONRY 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 FILLED MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAY I ]IT /.�% Ak SLAB PORCH SLAB SEE FOUNDATION PLAN - LEVEL (2) #5's CONT T&B w/ - - -I =I z CONTRACTOR TO INSTALL SEE CUT - • ° - N SECTION FOR #3 STIRRUPS AT 4'-1 _ .T MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" TO DRAIN WATER 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL r16 SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( 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" -7SIMPSON HUC410 w/ (14) I SEE PLAN I. FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7116" OSB FLITCH PLATE CONNECTION INFO — REQ'D ONLY WHEN INDICATED ON BM. - 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC INDICATON ED 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 CONNECTIONK*22� SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT rZ� SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) CORNER zi SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. BM. SPLICE OVER CENTER OF POST SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. 1► 1C�0 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. 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 —J 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 9 SCALE: 1/2" = 1'-0" Y2' CDX PLYWOOD OR Y/6" O.S.B. SHEATHING REQ'D FROM BOTTOM OF WALL TO ROOF SHEATHING ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES SEE PLAN MAX. _ 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP A d a GARAGE OR ,- LOWER SLAB SEE PLAN_j K COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ MIN. (2) 2x8 #2 SYP HEADER, SEE Q/S4 FOR REQ'D CONNECTIONS 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR 2„ J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT d d Q a AQ A a d MAIN HOUSE SLAB 'd e.. (2) #5's CONT. T&B 4. d w/ #3 STIRRUPS AT a c 4'-0" WHEN DEPTH ill'' EXCEEDS 30" n A c 1'-4" SECTION GARAGE MONO 21 SCALE: N.T.S. A:�c': NX CDLO L- � Ly i3 ® � a) c N At Q cn � •- p:� - y 3 U N C 0 >/,. co W .a E c to rn ,0 0 a 3 C U Co 0W yrG �d ; �� uj _sue: & C-1 . 4 '.. IF.L� ... 4 0 F O � E S S! 101 \� \\ To the best of the 5nI 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. fA n WII vE O M 8 co Xk pro Q 0 o? w 4t w -,L Y N �Mv � o Z =� 0So a� o W '- o a 0 unILW �gda a Zco N 1 ci N co Z U J WQ Z O U W ❑�❑ z N , o� z z o N c7 N zCz Q) 0 4-, u, r6 w U ° O0 Q V) '2' R5 F- U Lu m — - E — m L V�• w N z y U oo 4 �® N nro co w M z o Z � LL ca- EE o coo Zo cz'E o@:?oo4cu CL o a no N to8z o Q w= ff L rp o U m o LL Z z coCn�Z y m Q W ai 22 cL o§° LL ", W W U 3o -N o !>� co � o� ? o r U� �O 0 = > ('7 Q ar rn ns c� CIDC) Y m rTn� 1..1..\I w/ N O N Li N r ui 04 � 0 iii N o Z W Z B T E ai a U 19 -9 a o JOB NO: 22-02360 SCALE: AS NOTED SHEET N0. D1 (MONO) 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 Q/S4 FOR JAMB STUD REQ'D TYP-7 EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE DS —� SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. 2 x 4 #2 SPF STUDS AT 16" O.C. U.N.O. g" SEE FOUND. PLAN FOR FTG. REQ. OSIMPSON SP2 w/ (12) 10d NAILS OSIMPSON LSTA24 w/(18) 10d NAILS 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. OSIMPSON SP1 w/ (10) 10d NAILS 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 (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS OINTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE H� 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 r5 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 dTOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��" ` FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ WOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM SCALE: N.T.S. (2)- 12d TOENAILS 2x4 TO TRUSS TOP @ GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL (A BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT 1� I SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) -10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ $"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. a@ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 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 1 112" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS �—(2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" \ TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. a@ 2nd FLOOR [DOUBLE STRAP] 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 SIC U.N.O. ON PLAN 2X CONT. RIBBON - TYPICAL BLOCK WALL (2) SIMPSON MSTAM36 w/ - (7) 10d NAILS & (4) 1/4"x2 1/4" TITENS )R 2 PLY GIRDER ;USS. SEE PLAN FOR )NNECTION. =E PLAN FOR CONN. - 2x SPF TOP PLATE FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN. @ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. i I NAILING AREA (TYP.) SEE PLAN FOR I I COL. SIZE I (2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT ­\L."-'-In�- SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" O/C ,o�c'rTF C9T Np? Fit -,O,o PROVIDE 2x4 ONE TOP OF 2x8 TO ` BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —2-' PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. TOP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVERTOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS @ 8"o.c. FLOOR DECK 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 CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT' CLIPS) NAIL BACK LEG OF CIPPLE ' HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT% DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C. TYP T & B (2) 2 x #2 1 SYP U.N.O. � !1 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) 2x TOP PLATE (2) SIMPSON LSTJ2 w/ (10) 10d NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT U.o. 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 (IF CRIPPLES ARE LESS THAN 8" 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 NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR s SCALE: N.T.S. cam®► 3 � O , 0 C-A ". U N C, U- 0- t3 O 40 0 O O < C U ; > CL — \\\������g11oIllEllt/�o,li \`+ ?0 W T/ U O� �• F L.O�.•' 4u zz 0 F S 1 O E S IllIU11111 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a� S o f co Q o M r Xk N Q IF LL 0�,� NO"w n uJNa U wa a Q N M'q 3 Y LU 2 _(Ucs bo 0 : o O w .�N(D m OJ J on C'rn m W Z N M Z CL' tJJ O LLco Z U O U N W ❑(]� o � z z ti a E3 N M N z a G o v a--+ � U O,,, o N c N U) was C6 r— U) U — E xt-- I U o N c U) a ®® ¢ o o z w M C13 o Z E __j J LA- o ca- ca wz 20 o0 @ — °° oa= N L r.w 6 w 9 r6 C C O YY U 2m m O O� Z >Z z J zz �w 2N go SZ a w NLL �mG =� � 00 QY �0 CO �t �'L 2l¢ ao pF=-' 3 0 C:) = co 0 m c� O T T T' ^< rCT U m N CD © 04 C) N LO N Q ai M N : N NZ o z E i— 2E a U -1 Q p �J JOB NO: 22-02360 SCALE : AS NOTED SHEET NO. D2 3 v s UJ N CO N 4 v cn� 0 0 a-L7 0 J CD to N Q 0 V) 0 0 3 a N 0 Cl E cn 0 yo J y N t� v c UI a> 2 U i z I Y c 0 8 J N N v 0 a 0 CV v 0 N Q (n THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK EXTREME WINDOW FASTENER CMU - MASONRY BLOCK 4 SEALANT JOINT 1) SEALANT AT WINDOW BUCKTO OUTSIDE EDGE OF '' MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO MASONRY 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME WINDOW FRAME ATTACHED PER CODE REQUIREMENTS 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER TAPE r (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIC 1. Cut, fold. up & temporarily secure % resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING 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 # in each detail that corresponds to the numbered items in the list of Instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and. adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary I�ZPl.11C1 .l SELF -ADHERED FLASHING DECK JOIST WEATHER JE BARRIER & IARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING I LI"�UI IIIVI.I 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 1'4' PER PLAN 1'-0" PER PLAN SHOWER SEAT SELF -ADHERED FLASHING OUTSIDE CORNER W 07 m Q Z_ NT a LL1 2 U) U W U = W Q 0� W U' 0 2 rn WINDOW UNIT FLASHING REQUIREMENTS � DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER EXTERIOR within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of PROOF CAULKING CEMT. FIN. SELF -ADHERED FLASHING \� BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, -'- with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt 1 felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building RIM JOIST / appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The 2 1 Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 13M 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. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashingshall be corrosion resistant. Fluid -applied membranes FLANGED WINDOW g pp (SEE DETAIL WP01) used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (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 VERTICALLY AMINIMUM 6" RELEASE ADHESVEASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings a 2 shall comply with AAMA 712; Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 1 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING . 1.3 1.3. In accordance with other approved methods. INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/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. 7 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. -ADHERED FLASHING H RED FLASHING 2 4 5 " 1,1 11, i,l PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 auetm.ry:rlr�ea THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I L- --SF LATH -_- ER STOP A NUOUS BACKER ROD LANT VTITIOUS FINISH 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 N „4) M m X N Cti U- 0 M a) Ala .> ca > (iS to 0 O 0 W > > 0- 4- CV CV 0 N CV CV hJ 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. N! W n Q -, E r Xk O Om U (Co ,:,D o - C (0 v m 7 Ir') M a cn��a - W a - ejMO 3 4- Y Ui W W W 3j a W Z. o Z �00 11 Lmv_ 'rp cal m Q� nO�j -J no -MZ 4 c WW LL Z IL W od N � J d N 'L z d co O V c0 ai Zp W M = Z N m 0 0 z N 0 z owa Q � _J T LL � N N M z (D U u- 4-J0 cry LU O-� W o MINW U) U 6 J 1- E l..., L U o a, m � ® Q N 0CID o w MZ Z w Z J o E o E rc wo wo <R Z Z® oa, V <o w0 Q H DO 0� ZN o E a� i �moUm a � ��JLCQ33% YowzuZ m o¢. 2 Zc 0a CL 012 RZ �.W U ao o� �3 o CO w¢ >° a 0 c O M N L.L O0) CU 0 O T r �- U)4-4 O © � N Lo Ci N < r r ai E E O C\V �; N o Z Z E r E N m a 0 -J ¢ o JOB NO : 22-02360 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets (10 Gauges +1l24x+ 2'x -'t.2 Pact Cross Support (May be tf.atW WJ) 1 17°tip. Brad€@t (18 tialtige) OF #lit if -Drilling .1 py pry �{p$kY� 14P�F i7N !. A/C Unilt om Edge Horti ne Strap - y� {' icalt.3 iil Rent) Wasill Front Cross Support Self ix tkfrig:NtaLs � (Maki be cut toW) 1.eft gE'aC#ift 1615s1U 2j 0 14 Se"rilling SMAS TillSrackey!i, dark Cross Support Irmo A/E Unit Bottom Side (TMiltal:3 6achWe forhurrkane uiso) INSTALLATION INfORMATION f jML'risnGxlA'Ia1Ea1a73li7eYs iWuerel4roi 1daE.ttl ieatir ii"iellbCddAr: Air fir' 'ems Sid illgiit�iirr ri�ttl4 R+eyli�t � Wi9t �pp%j Florida Department of Business & Profossional Regulation Pape 1 of Building Codes and Standards I?JlMQ21 Product Approval. Application Detail codQ s Cr. RA3t ,tat@ Rate Porugnd040 Type sot: Manufacturer C..omact Enalneef$Llcanse Validated ev: validated Submitted P60 Aaoroval Approved •Status, Aftrrnaflon 2020 Smart Vent Products, Inc. MIMW G2hem Hermes F. Nmerc P.E. Lacks eandeb P.E. IV1 IIZ20 12J162020 12282020 Approed Category: amgdturBl Components (677} 441.8368 PE73778 (334)3001800 SuloCategary: Products Introduced as a Result of into�snrenvenfcom Piero Technology Complier -Method; r-luatiM: Repad from a: Florida Rogisterad-Arehnactare Licensed Florida Professm ant Engineer Ouallty Ass AparDVedferUee Aboroyad for Use how Dol fiao.#. ,Pr�rducf Modef: Number, w.Nem e Product Description connzef EzotrMion Bzte In HVHZ Dull HVHZ Resistant Pressure 1 Smarl anUt2 et#1540.51D Dual Funegm Flood.rd Vantlabon:Vent 12f3 nO23 Yes Yes N/A +70oFioo 2 S i adVem Mod,1 #1540l Duet Full Flood and Ventilation Vent 12131r2023. Y-:;' Yes N7A +100F100 3 SlnartVem Mad6t#1540.520 Insulated Flood Vmt 12/312U23 Yes Yes HIA +160k ID0 4 S-anent Model#1540.•5g1 Ins.1i Flood Veit 12/SI2023 Yes Yes NIA t100}100 S Smartvmt Motlat#isec 4 18&crud; 6,arage Dow Flood Vent 12+ I=23 Yes yes N)A N!A 6. Simon Moda1#1540.570 Wood Well In sulsted Flood Vent 12132023: Yes. Yes NIA +10DF100 7 9marivenl Mal 540-574 14.5&quo: Gangs. Door Flood VerlL 12M12023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicanan Detail Pegat art 1n42021 Code Enttty or P4l@' BgI4., Rate Per ig, Do .{yell'yerslhry. marrufadurar. .... Cmdact Enotner.&. Lttario Yaiidatad av V 1' aubmldeo .,. fBC Approval Anal .Status. Revision 2020 Drexel Metals:'Irto. Jasm llhurnson Zachary R. Priest Locke So.4den RE. D6f10/2g20 NiOl a20 t1fi20r2020 101132A20 'Approved Category: Ropng (5021301 PE-74021 (3341306-1800 Subcategory: Metal Roping lshumate�dr¢xmet.com CompdanceMethod: Evaluation' Report from a- Florida Regtst-el Architect or s Licen sad Honda Pro ela lm I Engines .Ej,iaYs,riH.iaod"uets - _ - Sea# product Model Numberw Name: Product DescNodon QuaB[YAastuance Comrae(.Explrailon Rate Aowovstl tar Use Aceroyedfa In HVHZ Outsidel Use Impact Deakin iZ Resistant Pressure 1 Rrgaei Motel Roa,6hg 9ystetNg DUG 10ONS;; OMC 15088, DMC 1755 OMC,i2005, IW31r2035 To, No NIA +uMaa DMC5V Florida Department of Business & Professional Regulation Page 2 ofa Building Codes and Standards 252oz2 Product Approval Application Detail Cotle.: 'Eni4MoP ggtg - DatePeril TWe Version Manufacturer Contact Enotneer& License Validated Is Validated Suhm ad. Fall Approval Approved' Status Revision 204 Therms Tru Corporal Steve Jasperson Lyndon F: Schmidt, P.E. Ryan J. King; P l 04/152021 12r311202D 04r2M021 061082021 Approved - - Categici Exterior Doors (800)-843.7828 PE-03409 (8t3)767-9555 Subcategory, swinging Exterior Door Assemblies j-per n@thermatru:co callpllal Method: Evaluaton Reporifroma- m Florida Registered Architect or a Licensed Florida Professional Engineer '�Y#2D46B-f#rx'FLvdacfa - - QualitVAseurence: Abprovedfor Use ADurovadfar Use- Impact Dill in S-0 Product Model. Number or Name Product Descriotion Contract Fxbiratlon Data In HVHZ outside HVHZ Ranisiant PIOSSUM t. a. Therml d giber -Classic and Smooth -Star Nominal 8&11398 &quotlmpact&quIl Opaque: 12)31)2022. Composite:Edge Flbwglass Single Door No Yes Yes N/A 2 b.,Thermal Fiber -Classic and Smooth -Star- (InswiriglOutawng Xconggurander) Nominal Sal &quotlrrpact&4wt; opaque 12I3111022. Composite Edge Fiberglass Single Door with - No Yes Yes WA 3 pThermo-7ru Fiber-Classg and Smooth -Star - Sidolee(s):.(Inswiiig/Outsrdng, XO OXw OXO: configurations) s g ) Nommal 6&#898&quotlmpact&gUot Opaque: 12131i2022' Composite Edge Fiberglass Double Door with or No Yes Yes N/A 4 - - F c -_. dTherma-Tru. Fiber-Glassl and Smooth -Star. without Sideh[es (InswirgfOutsvingi )D(or OXXO configurations) N D 1 ct8 Opaque, 2131/202 ommal 0&ry39; dquot mpg quot, Op q ¢ 1 22 Compoalts Edge Fi berglaks Single Dpor No: Yea Yes .. NIA: 5 ,e. Therma-Trti Fiber -Classic and Smooth•Star (insv4hglbtitsvdtlg kcanfiguradal) Nominal 5&#39;0 &quotlmpacffi,gUot Dpaque 12!'3142022 Cgmpoane Edge Flbergiass Sigle Door with 1Adelill 0nsvdng70utsvAng. XO, OXor OXO No Yes Yes WA 6 -Thermal„lber- la Ica"dSmo -5'r f:F C as . n bib to confl uraons 9 ) 'ins 6' U.a ue 12131f:2 Nominal topaque aro I &ff3� D &q , pacl&guo Op q 022. Composite Edge Fibergiasa bauble Dour with or No. Yes. Yes NIA 7 g. Them- Fiber-Clesstoand Smooth Star ,Without Sklelltes (InawinglOtRsrang• XX or OXXO configurations) Nominal 68N39,8 &qrm uctlact&quot Glued 1213lf2O22 Compol Edge, Fiberglass Srgle Door rib Yes Yea WA a h.TnermaTru Fiber.Clamlo and Smooth�5har Insvnn utswn . Xconii uratiori Nomins 6&p3968,quafllmpset&quct;Glazed 12131)2022 CompositaEdgo Fiberglass Single Door with No. Yes Yes NIA 9 -i. Thermlfiber-Classic and rrrooth-Staff ... - S aclelte(s) O nsvanglOutsyoirp, XO, OXor OXO configurations) 1 2' Nominal 8&fi398& u I not Glazed 1213. 1202 ,. , q of mpapt&q Composite Edga Fiberglass Doubts Door with or No Yes. .. Yes N/A 10 1. Therma-Tru. Fiber -Classic mid Smooth -Star Without Sidelites=Pnavnng)putswing;,XX-or OXXQ Conflgurafiona) Nominal 8&fi O&quotlmpact&quot Glazed 12131t2022 Composite Edge Fiberglass, Sari Door No Yes Yes Ni 11 -k. Therml Fiear-Classle,and Smooffil. (thswm�JQutsWtlg� X coon)., nfigurat Nbminol 8&a39:D 8quotlmpaM&gimt Glued 12I312D20: Composite Edge F1 beirgiass Single D6orwith' Sided No Yes Yes NIA 12 I. Tharma-Tnu Fiber -Clams and Smooth-Stat - ite(s) (InswnglOutswdrg, X0, OX or OXO egnfigundic l' Nominal B&IIii &quotlmpactil Glazed 1231(1022 Composite Edge Fiberglass Doubts Door with or No Yes Yes WA 13. m:Thermo-7ru:Flber-Clasadcarld:$mooth-Star without SRlelii OnswirgOutswing; XKor OXXO configurations) Nominal 8&M8&quotlmpacmquot. dazed Molded i2/312g22. Open Composite Edge Fiberglass Single Door He Yes Yes III 14 n. Thermo-Tru Fiber Classic and SmopUl Star Ona,migioutswing; Xconfguraepn) Nominal 811fF39.8 &quol;impact&quot; Glazed Molded ID31/2022 Open Composite Edge Flbelglasa Single Door With No Yes Yes WA 15 o. Therme-Tru Fiber -Classic and Smooth Star Girl Molded Open S,ldollro(s) OnsWMngfOutswing 'XO, OX or OXOaordlgumtions} Nominal 5&0898 SAuctimpact&quot (glazed Molded ID31=22: Open Composite l FihergtassDouble Door wth No Yes Yes NA to p. Therm..T,. P bw-Classtoand Smooth -Star or wthout Gazed Molded Open Sidelnes (Inerring/Qutswirgi XXw OXXO wtdiguratiais) Nominal OVir 8 &quotl ny eictil ct Opaque 1213.12022: Cnmpdaltef_dgaFiNerg,4aas SrOtle DgoJ With Maisel No Yes Yes WA 17 q. Themm-Tru Flber-Ctassicand9moolh-Star Open 5idsllts%1(IrlaMnp(Outswing: XO, DX or OXO Nominal 6&Ml i1quotlmpacffiquoll Opaque 42131r7022 No. Yes Yes N/A Florida Department of Business & PtofessionW Regulation Building Codes and Standards Product Approval Application Detail PageloFl laruzoxi ligaillip IRS III MAN iiii it !!iiliiii i QRQ entry 13itg Date P nA ding 20 Ty Versfoil Manufacturer :canted engineer ucense Validated sir. y, g,Q .submitted Psc Amiroval. Approve Alial Revision 2020 1lnduslRee Jens Roaowskl MI-ioede SCCO-DER Miaml-OadaECCO-VAL 11AS2020 10/E6f2020 1124f2o20 Approed Category: Ezlerlm Daora (841) 4811l (real 315.-2590 . . SabCategary. Sliding Ertelor Raw Assahblies Irosowski�pg8ndusulas:c. Compliance Method; Cebeoe8on Mark or usil oar -5-0 WgduCt M.IaL Number w Mama Product Des 10wt. 9' SGQ557o(Large.Missile :IMP20) Vriyl 8111 Glass Door GtralM-Assurance CordractExdratlonOaf e_'- d41t42021 tri Resistant Yea January 27, 2022 P R0"" D UTA OP`PR0V.AL SPEtow";61FIAtw6;ATI'La"')�N So"HEET(2022) 2 Florida Cade 913 72 lease provide the information and approval numbers can the building components listed below if As required by Florida Statute 553.84 end ivndaf � p pp � po they gill be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer �Product Description Approval umber s Test Pressures Exp. mete 1. EXTERIOR BOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star J�►t`�AMPACT) FL20 1:1 +7. f 7,0 pit 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) F L20468 +67.01-67.0 pet 12/31 /20 c2 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 pet 12/31 2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 pet 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38. 71-38,7 psf 4/ 14/2026 SECTIONAL C. ST1�1W'� E ne-Da Wayne -Dalton � Series 8000/810018200 #1105 X7 � � FL8248.3 +31,01-35,0 f psf 12/31 2023 Wayne -Dalton Series 80001810018200 #1123 187 FL8248,10 30.0133u5 psf 12l3112023 "Mayne -Dalton Series 80001810018200 #1124 (1 ? FL8248.11 +84.4/-38.3 psf 12/31/202 D. METAL LOUVERED DRS Curries Division of AADG Inc 807f707r72717471and 847 Single & Pairs of Dears FL11537.1 N/A see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 1f5 F L17499.2 ' .01- 0, psi10/8/ 02 PGT Series 5500 FL239,2 NIA 7/30/2025 B. HORIZONTAL SLIDER Ml Windows and Doors Series 188 FL15351.1 +55.0% b.0 psi 2/1612024 C. FIXED MI Windows and Dears Series 185 LL15349.1 +80.01-60.0 psf 41312023 POT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL281 a1 NIA 5/26/2026 E. OTHER 3. PANEL WALL lames Hardie Building Prod. Cemplank LapSiding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NIA 12/31/202 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272,1 - FL15272,2 + 75.0175-,C1 psf 121311202 Alpha Aluminum, Inc. Aluminum Soffit Sold and Vented m FL 8544 R5 1 + - 54.21' S4,2 psf 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/18f2022 B. UNDERLAYMENTS Tamil 151b Felt Underiayment FL12328 N/A 8129+2023 D. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL15918.1 - FL16918.4 NIA 91912025. Florida Metal Products, Inc 'dent RV 10 FL21580.3 NIA 12/31/2024 Lomancat Inc DA-4 Exahust Vent FL17202.1 +87.51-97.5 psf 12/1+0/2025 E. ROOFING TILES B oral Tile Villa 9e�0 'F F L7849. 27 - L7 984.2 8 NIA 12131 /2025 B oral Tile Saxony 900 F L7849.15 - FL7849.20 NIA 12/31 /2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSf DMC 150SS, DMC 175Sf DMC 200S,r DMC 5!I L1 F 7879.1 01180 2f312025 1 t 5. SHUTTERS A. STORM PANELS Global Protection Products t t P els Galvanized Steel Storm an F 150 8, - FL 076.2' L 7 1 1 NIA 12i31/2022 Shutters Glass AII,American Shut 8t Galvanized Steel Step Panels Storm FL178a9.1 NIA 12131 2022 l STRUCTURAL6. COMPONENTS A. WOOD CONNECTORS/ AN C ORS H LISP Structural Cann. see chart son Stroh _ e Sim Ti p see chart B. TRUSS PLATES Components, ITW Building � p Alpine Truss Plates p FL1999.1 - FL1999.4 NIA 12/31/2024 MITek Industries, inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER erhaeuser Weyerhaeuser Rim Beard LVL, PSL,LSL FL6527.1 - FL8527.5 NA 3/31/2023 D. MATERIAL Cast -Crete , Corp High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, inc Hi h Strength ancreteLints s F L1774 NA 5/2512024 Florida Department of Business& Professional Regulation Pagel as Building Codes and Standards InSt2o22 Product Approval Application Detail co MI ,.. I Pend oho Date TvDe bn Manutec urer Contact En� a111ler & License Validated By .Validated Submitted FBO Approval Appral Scal Rwislon 2020 Therma Tru Corpmatoil Stave Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, PE 07123/2020 07/1212020 07129=20 10113+= Approved Category: &-terror Doors (600) 81- PE-43409 (813) 767-5555 Subcategory. Swir lag Exterior Dom Assert ies. sjosparson@thermetru.co Compliance Method: Evaluation Report from a rn Florida Registered Archraotor a Lleenesd Florido Professional Engineer - F4t478-R3PtadUc`T4- _ - - QualityAssuranne APonlyedfor Use ADproyelfprtrse Immint Design. Seg# Prod uctMode1.) umbatar Noma Product Desch Contdt nDDate �in WVHZ O utslds 1Vt2 R6.1al. Preenra 1 a. ThermTFiber Classic and Smooth -Star Nominal 6&4308 &qum mpact&quot Opaque Composite Edge Fiborglew Single Door Yes Yes Yes Ni 2 b. Therml Fiber -Classic: and Smaetl (Ins rglOutsvwng Xconfig ral Nominal UaSig8&quotimpaot&quot Opaque Composite Edge Fiberglass Single Dpor with 1213112022 Yes. Yes, Yes NIA 3 c. Therml Flber-Claasic and Snooln-Star SIdeIRe(s} {IhsvwnglOutsvrng XO, OXor QXO. configurations) Nominal68#3g;8 &quctlmpactil,,i pique Composite Edge Fiberglass Dou hie Door with or. 12)31/2022 Yes Yes Yes N!A 4 d. Therma•Tru Rber.Gasslc and Smooth -Star Wthout Sldelhas(Inewing)Outi lag, XX or OXXO configurations) - Nominal 8&#( SD &quotlmp2Ct&qu0t Opaque Composite'Edge Fiberglass Single Door 12MI=22. Yes. Yes Yes NIA 5 e. Themna-Tru Fiber-Classio.and Smooth -Star - 0nsmnclOutswing. X configuration) Nomura l B&439,0&quokirnpad&quot Opaque Composite Edge Fiberglass Single Door With 12131QO22 Yes. Yeas, Yes WA 5 f Thermal Fiber-Ciasslc and Smooth Star Sidellili gnswing�OuarwirO, X0, OX or.OXO configurati-ii) Nominal 8&439,D&quotilmpact&qual Opaque Composite Edge Fiberglass Dal Door.with or Sidslites.(Inewing)Outewing DXXO 1213112022 Yes, Yes Yes- NIA 7 g. Therna-Tru Flber-Classic. and Smooth -Star without XX or configurations) Neml Eff398&gtwtlmpact&quoit Glazed Composite Edge Fiberglass Single Door 12131=22 Yas: Yes: Yes WA 8 h.Therrria-TruFiber-OlassicandSmooth-Star (InswingfOut6wm9; Xotlnfiguraltan) Nominal6&'1B&quotlmpaet&quot'Glued OomPosda Edge Fiberglass Single Doon^sth OXO 12131/2t122 Yes Yes Yes NIA 9 i7herma-Tru €iber-Claseic'and mall Sidelil (inewing/Outswing; XO, OX or configurations} minas& ZlIll&quotlmpaa&qucl, Glazed Composite Edge Flbarglass Dou bla Door with or Siddites COutsr4ng XX 9215112022. Yes_ Yes. Yes. NIA 10 j. Therma-Tru Fiber-Ctaasla and SmootliSgil without (Inawingl c OXXO configurations} Nominal B&g30;D &quotlmpaG&quot Glazed Composite Edge Fiberglass Single Door 12)31f2022 Yes. Yes Yes. WA 11 k. Therrrra-Tm Fiber -Cristo and Smocth-Star (Inswing/Outswnng, X configual Nominal B&#39,0 &quot Irnpaet&quot Glazed Composge,,Edge Fibergla sSingle Door'�.ifh -12312022 `Yes, Yes: Yes: NIA 12 I, Therma Tru Fiber -Classic and Smooth -Star Sidelice(s oh isvwilwoutswing,XO,,OXor OXO configurations) -- - Nominal 8H39;0 &quotimpact&quat Glazed Composite Edge Fiberglass Double Door with or I?J3112D22 Yoe Yes Yes WA 13 m. Thermal Fiber-ClassiC and smootn•Star without Side] Roo (InswinglOuIsMir ;XX.or D)XO configurations) Nomi12l6&#39,8$quot1mp2ct8.quot Opaque Composrtal Fiberglass Single Door with - &quotNon-lrglacMquot; 12ni/2022 Yes Yes Yes NfA 1.4 n. Themda-Tru Fiber-Closslc and Smoobn-Star Sidellte(s) (InswenglOutsrnng; XO, OXor0X0 configurations) Nominal 6&#39 B aquctimpaat&quota Opaque Comppsite:Edge Fiberglass Double Call '121312022 Yes Yes Yes NfA 15 o: Therms-Tru Flber-Classid:and Smroptil;$tar &quotNon-Impact&quit, Sfdehtes(InswingTGutswing; OXXO configuration) Nominal 8&,'MQ &quotimpaat&quat; Opaque Composite Edge Fiberglass Single Door Wth S)d¢Ide(a} /2131/2022 Yes. Yes Yes Ni 16 p. Therml Fiber -Classic and Smooth -Star &quotNlori-Impact&el cj 0ut (Inswrnglswing; XQ OR or OXO configurations) Nominal 8&*YA'Q 11quotimpect&quat:Gpaqu2 Composda Edge Fiberglass Double Door With 12131=22 Yes Yes: Ye. NIA 17 q.Themta-Tru Fiber-Claeslcend Smooth -Star &quctNo-ringpeot&quct;-SMeiltes (lrSWN1QJtsW OXXO configuratwn) Nominel6&#3398aquotNonlmpact&quob.Opaque. Composite: Edge Fibarglass Single Door ng; 12J312022 Yes- Yes. No NIA 18 r Themta-Tru Fiber CFassicand SmaothStar - (iominallOutawln ilXconfiguralion) Nommal 6& '#„y.8 &gWtNon-Impact&quoe Opaque Composite. Edge Fiberglaw Single Dom wth 1213111022 'Yea Yes No NIA 19 s. Thermo Tru Fbar-Claesic and Smoofh�5tar 9delte(a) (In v&WOutswing, XO,'OX or OXO conflgurabons} Nommal6&#39,8&quotNvn4hpact&quot Opaque Composite Edge Fibalgless Double Daoj`.with or In112O22 Yes Yes No NIA 20 tTherms-Tru Fiber-Olassicatid hlrocdi-Star - without Sidelines (Inswling, XX orlQutgrvh OXXO cud gwalicns) Nominal 8&#39,0 i1cipot:Non-tmpactikcil Opaque Compositelll Fiberglass Single Door 12131 f2l= Yes. Yes. No NIA 21 u. Therml Fibeassr-Classic and Smootll .. -... Onswing/Outswr ng; X confSurdi on) Nominal 8&#39,D& uot:Non-Im uo Opaque . Composite Edge Fiberglass Single Door with 12MV20V Yes Yes No WA 22 v. Thamn Tru Fibor-CIX ssicand Smocth�Star a - Sdelke(s) (IrrvwnglOutsw•ing; :XO, OX or OXO conflauratlons) Nominal Meal& u Non-i d$ uo'i} q ate rrPa q � Pique Composite Edge Fiberglass Double Doorin4th or 12131P2022.. Yes Yes hW 141A 23 a-Trii w Tho mFibarCl -assic and SmpoUi-Star without Sktalill pnswanglClutswmg, X (m OX2(,O Cmfiuratioris) 19al OM98 &quq'kNondmpad&quot Glazed Composite Edge Fiberglass Seigle Dobr 1213112022- Yes- Yes No NIA 24 x. Therma-Tru Fiber-Classio and Smooth -Star fin- -ng 0utswing, X wrfi9uratlon) Nominal d&fi39,e &quokhbn Impact&quot Glazed Composite: Edge Flbergiass Single Ovor'wilh 5ldal XO, 'OXO 1213112(Y22 Yes Yee NO NSA 25 y-Themla-Tru Fiber -Classic and Smoopi;b'tar ira(s}�Inawi nglcutavdng OX or configurations) Nominal 6&#n;8&quotNmnlmpect&quil1I; Glazed Cmr Edge Fl iris Double Doprv4m or 1261)2022 Yas Yes No I 26 z. Thermo Tru.Fiber Classi6 and Smooth -Star withoutbelttes (In Iswi g/Outswing, XX a OXXO configurations) Nominal8&'rR3g,0 &quot Non-Impact&quilt; Glazed. Composite Eaga Fiberglass single Door ' 1213172022. Yes Yes No NIA 27 ze. Themia-Tru Faber -Classic and ilmooih-Star (InswingfOulavnng, X borrfiguiatial Nominal 89039:0&quotrl r. Impao&quot: Glazed 06mposte Edge Fiberglass Single Door with 1N3112022' Yes Yea No WA 26 A. Therril Fiber-Cessio and Snocth Star Sidelte(s) Qnswing/OwsWirl XO, OX or OXO' configurations) - Nominal 8&#39,08quot:Non lrnpacl&quoP; Glazed 1213112022 Yes Yes No NIA Florida Departmentof Business & Professional Regulation Building Codas and Standards Product'Approval Application Detail Pane 1 of 2 175Y.pz1 Code, Eneft w Iwo Mgt Date Pending Rare Sygg V, rsion Mary ectur @[ Coded Endnear8 LIl Vafitlatad 14a "Validated Submthaa FSC Ayal AgoroVad Status ReNsan 20z0 MINhn and Doors dome event Situ Luis rtoL as rigs* -. Robe Lomas Steven MUrkh PE - 1o106 12020 1019WO20 - iii 2d u24 I-Wio2020 roved APP.... - - Cm¢gory: Exterior Doors i717f 3fi5330o PE02514 (71T)317.6454 SubOategor,'. Siding Exterior Dom Assemblies b5itlNgeril_ir com '- Compliance Method: Eva"ficin Report it= a noiida, Registered AtdiiTed--Ora Licensed Florida Professional Enghaw .., - Q llty Assurani Aoorovodfor Uea Acoroved for Use Impact 0e91ol $119.$ ProdWAModel %inberor Name Product Doscnobon control E.xolretion &we. In HI -outslde ova Resistant Pressure 1 SERIES 420ALUMINUM SGD SERIES 42OALUMINUM SOD OXO 120I2024 No Yes No N!A 145-314&qutsx80&quoh NON -REINFORCED 2 SERIM 420ALUMINUMSGO SERIES 420ALUMINUMSOD OX,XO,XX 12012024' No Yes. No WA 868qud,xa08qud, F14PI-REINfORCEtl 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUMSGD REINFORCED OXO 124312024 No Yes No NJA 145.3148al- 9a6qud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420ALUMINUM OGD REINFORCED OX IM-12024' No Yes No WA XO XXS84quattc)alot 5 0- L I SGO 14 RGE SERIES42 A UM NUM. REI F4 0. SERIES 20 IUREINFORCED- 4 ALU MIP M9OD.XXX 7J312 1. 024 No Yes No. 1 NA 143&qum:aa4qud Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft IMM21 C Cell idgG g ��t5 :$.3ti R ate Pal R eat � e - Im Y ixta" :Manufacturer o m¢ar&LlCensr Contact E1La Validated @u Y d.Submitted` FBC Approval. Approved A�.E.4 Status Remslm 2020 Wayne-Dation, a d wNion ofdvamead Door 11-yna Karl John E. Scales Jeff,.YP All PE. 10/122020 09292020 10232020 12/iWA20 Approved Corporation (33D)7e3-812f PE�1737 (904)821-5200 Category: Exte im Dpws dkoenishQwayne-di Sutc.tagary: Sectorial Extarbr Dow A5se bliev am Compliance Methotl: Evduatigh Report froma Floods Reglslerod Archirectm a Leensad Florida protesswnal Engineer - ,1yaltvAssurance Aral forU Aoprayndfwtrsa Imnad PAWM Seale Product Model Number. or Name Product Rescrlptlon cornrad FmAration Data 11H-181& AtI(slde.HVH,Z Isol An: Pressure: 3 6DO0181 OW4100:#1105 9039: Mex:xidth 1484039 Mox height,(111udg. 1V3112023: P40 Yes Yes +3100F3500 avlllabie In top or inton iete"ollan 10 8000181=8200 #1123 168113s; Max width 1484t397. Max height. Genre;; 12/31=3 No Yes Y. +W.W--33.50 &velt4le, in top orInternwhtte "etion 11 8000/810108200#1124 169#30: Maxwfdth 148#39: Muheight Gluing: 121312D23, No Yes Yes +34 A01-38:.30 aAllable In top or Intermediate sedtpn: Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pea,1 Ur 1 r&rmzi Florida Department of Business &'Professional Regulation Paz. lm2 BuikGng Codes and Standards 1r512b21 ProductApproval. Application Detail Coda Erwtv.w aka Data Dal Paidrrm Data Was version C-td Erwbreer&license vWil EW YeIY�tlB� Submitted FED. A-ri Aoomvad Sat- ReiASlm 2D20 MI Wil and Doors Brent Sitting" Tenn ArchiNctural Steven X Urlch: PE 11117rW29 11/17IM29 1127f2020 Approved Categoty:.Wlndcws 1717)365-3300 Wnufacturars As5eC9tlm f7171317-B454. Subcategory: Single -Hung gsQlinger�lmla'd.dom Compllarxe Method:.Cerdfcetion Mark or Dining of l Assurance Appri f Use A.neesI far Uss lm s.&. ProduM.Model. Numberor..Nama ProtluaLResenMlon Corxradt Explratlon'Rate ImggJ• .In HVFiz. :outside HVHZ Resistant ri ,Pressure. 2 1B5 SH 52x72 Fln)Fllel Frame C)SG Sings Hung. 101082023' No Yes No +601-60. Laminated Glass N N (n ® 4I0 Li o Q =3 ca -Cil 0 0 0 0- C o - C O M O -� -0 v! E O a) /per LL Z Z W J F� JVN ill Q -� N mX LL LO Q is N L 0C tip N }r C a N W ii N �1.0- C 0 3 >M a. -a (6O O 6 > E W^' W _C v vr� V O O O < L- (1) CIO ® s_ W Q W z Z Q J SHEET N0, PA 1.0 I I _11�_j (D (3) = I I � � . - Florida Department of Business & Professional Regulation Prg.6 al Florida Department of Busonessill Professional Regulation Panel oil Florida [)apartment of Business & Professional Regulation Page I crl Florida Department of Business & Professional Regulation page I a Z _0 C) > Building. Codes end Standards I I I 0A0221 BuildIng 00cers'and-Standards .102021 RuIlding Codn and Standards f &?021 Building Codes and Standards 1 0�021 = ­­ 2 2 ­=0 Product Approval Application Detail Product Approval Application Date 11 ProductApproval Application Detail Product Approval Application Detail (L) C�L C 0 (L) CL 0 L_ I i: I I i �: I! I ; I Ii I Iffiffill ill as M ii MENEM ill __ ill ii�:;iiiiiiiiiiiiiiiii��'i MEMMIM 1111111 I � I HOME= Coda. Enfity a 121k Date Didelicendirm Datis Cad. a" cor �Igut 29, igate, pirrall al WMINIM 11MMIMEMM: 111111111 linion, or 1111111110100110A PAI Date 1 jillilill 1 ENNEEMM me Pontine Me ME= Code Entity or :i�:iiiililll I I Doe, Data Date Pandora Date = CD -0 0- D= Version RaviI 2020 Manuragau Tliernno-Tir. Corp- bli Garlitact jErughre-&I-l-rus. Validated � st-o'"Illpencon Lyndon I Strill P. E Ry­ J. King, P.I wildrided submitted IOM712021 Dayll FBG ApproW latlwo�'l Approved 12tl5i Status Aprar.vlod Trial, Venial soornadractl I Validated toy c.ol EnalwairglJoenso Validated ,submitted MC Arairoand Approved roteras .Qa I= Vionadin Manufacture Contact Elandruarr&I-lockne, Validated BY Validated Submitted Fail Appral Approved Sol ZM version Manual contedt ErairmairILLIalon- Validated Sh, vabd*.d aularnitt FSC Approval Acruirrivo stai M -4- a) 135 0 4- U) , Category Edbaricir Doors (aDl 843-7628 PE-43409 (81 3) 7i I Animal 2020 PCITIrackaallia, J... RcedsvAl motaniordle SCOG �Csli Ukari-Dirde Sol -VAL 111I I 1 W020 111111?0zo App-od Rl 207A MI Wndows and Doors BirbirdSil Arned can Arch redraw Shnmn M. Uflch, PE � 1=612020 lonli lamar=o Approved R.v.ca 2020 N wo.doO. end ocao. CWoqkwy:VL9rd­ Rentaftorger American A,.hi.da.( staven M. Urich, FE t7l7i3l kilwail.iftunars Assocrilil 1 10212020 11122fl= 11128W20 Approved . - 5ulaCortral S,vingi I Exiorior Door Aseambleo al 4sporsionotbomadri Catcgtigr-wral.wa (04i)486-0100 i(786),3i57259l Caterickyl Windows Ill 355�3300 Mramukatiar-A-Widlon f�17)31T-8454 lisida1irogil H.od (717)217.8454 bpItiongeromOlt,lixont Compliarl Mirthodit E,drustion R,polfrom a, Wrohloort , In fthqatkagi -arrels Hang Mal , #09-kilijoininciasui - , on, Suncinagorign. fforizoncal.9fider I Compliance Method; CorbillI I or Qslft bratirearqua-d-com 0'arropoin" Method-. Cp1olicultion Will or Lil (D -0 Q -0 Flo ore Licensed Florida I r,- . 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I , I , � _'��_, -, , --4, ,�L',' � , , - . ., I - _­_ , __ , � , � " ,- - I �: -11 I � ­ __1 I I �- Ciewiltv Pus -. Amar-cl foor Done Againg"d far Us, kernel Raft Quality Assurance Ancrowd for Use Approval for Use han Design risn" Product Model, Number or Name OuI A -lance Acconevial far Us, Appronnad for Use kroact D,,[,,, �Yxludt Der"ll In WHE Outside Hl Reshingent Prianni aL a �: = QualWAssurands Atitilitived for -Use Approved for Use impact Design sea A larsdual Model. Nullarbor I Name contract Isdandon Dato In HVHZ outside HVHZ Rkaillsoult Pressure awl No- Product Distill Contract E.6.9i.. not. 1, Ill 'pulsild. HVHZ Riacertiant Fralunural 0 LL_ sodi Product Model, Nimilear or Name product Description Contract Expiration Date in HVFIZ Outside HV14Z Resistant Pressurio 2 S14550(11jiail h4l Irl VI slaijl� Hung Voind., q7',W)2025 Y_ Yes Yes WA i 14S ISO. Firrarad I'l-raill, Froare "XG2 Insulated Glass 02hW024 N.� Y. No -M-55 1 iss PW 75 x 72 Ireakalad Goals 04=0023 No Yes No +801-60 - = - M = I 1 a, Thermal Fiber-Classia and Smooth -Star brorninal OW39:8 ftricilbNon-mirpacu3clul Opaque 42I I fin Yes No MIA 4- 0 M > Composite Edge Fibearg loss al Door X (=) D -0 2 I b. Therml Fliber-Chasslo and" smodith-Star finswing/Outyl configuratIcar) Warning 1 l5i a &Iquabilon-I misad&1quol Opaque 12,1311262 No Yes No MIA . E 0 Compraidir F4ge,Fibraglass Single, Door with a) ll a) 16- SibeineW (InawrignatewrrI OX16I -ill a - figuration.) .cn Cn m C�L 110- 3 a Tbianna-Tru P obler-Claside, and Srncobn�,Sl r Nominal Mill 8 liqui No rw mipactS,quot; Opaque iMI12022 No Yes No MIA w = co FlIerghards Composince Edge Qatuddle, Clear Wth or I - C < � I I without adefites (I norMngkidtiti nil XX or b= -0 . configIurationil - 4 d. Tlaamna�Tru Fiber-Classia and Smoodh�abvr Nom"'al 7&#39i0 &quotNim-firroadlSquot; Opaque 12J31f= No yes NO NIA Composite Edge Fiberglass Single Door 5 a Thermal Fiber-Classito and Sirloobri-Scar (InsarArWOutoinuorg; X configuration) Nominal 741ill &quobN0n-Irripap18�qm6t Opaque 1213112022 I , No Yes -No NAA, Composite Edge Filbergliass anaTe'Door with a a) (gawrigifoutswril x0"OX or Q)(0 6 I. thermal FlIbler-Clilask, and smockir-agar configuliabons) Norninal 8&#3g;0 &quotNtal mcwt&qUak; Opaque I �;31 t2O22 No Yes No MIA, Florida Department of Business & Professional Regulrotion Fles. i .f I Florida Deprtment of Business & Professional Regulation Il al Florida Department of BUSIni & Professional Regulation Page i .F I 0! I Composite Edge Fiberglass angle Door Building Codes and Standards IN20l Building Cochill rid Sta nclards I Rl Building Codes and Standards 111I (hriesoing(Ovil X conitguiedon) 7 q. Thorm.Tru Filter-Chlonsic and Spop-th-agair Nominal OWNoliquatillon-Impactadiuc.� Opaque JMJ=2 Composite Edge Fillosigless.angle Door %ith No Yes No MIA Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidialift.,$) (InswingfountsWill OX a Ol I 11 I iii I iiiiiijmiiiiii�iiiiiiiiiiiii, magagmumm allip a 1 ill! i waillwo1j; I III i configur�tions) I 8 h. Therma-Tru Fiber -Classic; and Smoth-abor Norninal 6&ft39;0&quot;Non_ImpcKt8,quct Opaque 12i3ig?= No Year NO NA MOMMININE limill�illi�!,Iill!!Ii:illillllllillmm Iii mommilmmm am N: IM Composite Edge Fiberglass Doubt& Door ,vfth or G"g I aws wl 2tLemim " Cod- Dale D-Is Dour Piandr, 2111. QS Entftv or Jill Da" Dow parailin. Did. 4 without f3daides (Inswingloutsaknol, xxor OXXO T­ Version Ifforrulactur , C.1red Irnadreaca, & uceares. Vall I volidahal ,Submitted POO Approval Approved litholla. 7v.. Vero. ManuflwWat Coal . & Lb, Validated al Validated Submitted W Appall Apcol . Ram an version tiountriwourer cillorrillict annorwor A Uoirris VaIlditurd Dy Validated submitted FOC Ararionad Approved Idalus 9 i- Therma-Ttu Ffber-Classic and %mooth-Star oonfigbaticarl Nominal Sl &qUatiNond mpw.1&qVot.GIazS,rI 12/1V2022 No Yes No WA Affirmalloh 2i PST orl jeft. nroi�ovsld Miamil I CrR Moorall Bcco -,VAL 11/06PD20 I IPW2020 flill 112020 Appi"4 R6�iwda 2020 PAIW[hd­�ehd Doors Srealtainflin - L.19 R Lorms, PS al M. LI PS III I "Idjorl 101402P20 . 10119ni 12M5020 Approyed Admiration 2020 PISTIrd.i.tries. Jors Ra-ki MI-Joild. gltl(l -CER krunrrlwl ISCCZ -)/,�L 1 litlaini 11105M20 Ilti 112i Approved Composite Edge Fiberglass Shigii catociagn..Vilindows. W305-ii (766) 31 S4590 ree0i windal V17) 365-Z300 PE -I (717��Illl Cwtagaor�,Wlhdl (941,)486-0100 (?86) 315-�590' (hrolvencit0arewill confloularl SACeeirl Fixed )rpodurskaliglindustriesic Subwors6ay Mul biating.4m*.0011, slahcatiall Whillows jrcely"Idglipotindusateill � 1D I j- Tharmai FIbar-CIwslc2rkdSmWtb&Star NomIrwLl58lii3g;0 kulot;Non-Imp-tiscil Glazeal 12131=22 Composite Edge Fiberglass Single bo;r Wth No ". No NIA Corhpfflianc� Method: Cerurcal Mork or Lll � ' �� M . 11 � - I I I I I 1, � I I ill I - ­ ,,''I, - - - , 1, C�a,'-Wlrefiaa, woothal Evaluation Ral irom I �164�6R4-0e,#dAr�hit,�.tbr�kL!�6�4FI.10k Cornpillarkwomaltard: Cleflinatoln Mark or I-Jecifing , - , , " ,"', ( - om I I � �' , '­ ,: , , , ­,, " . Sidelffil (Insonlingl'Outanaing; XO, OX or OXO . I ' � � 4� fi*2i I , 1, Illralkil ' � � ,l� - � , I I �� I � � - -, - 1 �� � : . � I � , " -1 ,; -1 . I � , I I- - - , 1 I , � -­2� , , - � I - ` - .- �, � ��,: -_,_a, - I , - j� 2� - - 4 �­ � - ` - � , 11 - ;��-� - �� � - � Pr.R-w Engineer � � , , 1 . I , , � - " ­:,,:, ,,� ,� 11MV11111gli , ,;, � '"' , . " � . 11 I I I - I .� � ,� 1, � : ",I", � " -� ­-,�-­`� ­ 1�1 I - �,� - I � I I ,_ �� " " , I I 1-1 I _', I", . � , _ - 11��1,111­' - , , , , , , , � � _� 4)�� , 7l- , ,� , 11 , - 11 ,,, � - ,�� � - '' I : , � I - , I , 11 k Thermir-Tru Filber-Classl and,amooth-Ster vorifigurations) Nominal S&#W:8&quotlNon­lI -podI Glazed 12131=2 No YM No NIA I I _��'11 I I I I ­ � 11 - I , � , , . Accurovadfortlea Adardeadiforl . , _,�,% hintact - I Dcal.kin 11 ­ - , ­ "" lr�l . I , : , -I -, _,%­: "' i--awk _L­ I ; �, - I li, - �. r ,�� I F - - - -1 I I . � - I -1 � _e - I 11, � , -, -z - , , �, I � . , I : ,,�,�� � - I - - - - � � , . - : ,�, - -1 � - � . � e 1l, � � �. - � - I I ,- , _L 1 "4­ � I . I % I I I I � , I I 11 _', Quarlbe Ainiukark- - - - - �­ ,r - A,,r,wd for MR A-r-adfarl)" briatat Door- Z Composite Edge Fiberglass Do" Door v*h or 1121 Pmduct Model. Number or Morris I , Pr,-W Depiqi0flori -0 oude Coggi in HVHZ called, Riniodarl Pressure I I � . ,,, � - -, - � � , , I - I �T�� , � e - - - I- � I I I I - I � - � I � - � _ I , � Isr" Product hooded. Number or Ham Product Description Contract bobretl Cal In HVMZ Outuildo Hl Resistant Pressure Without SIdsIrtes.(Ina4ng/Ov*)jng;,XX,or OXXO 6 Pli"520:0-ge, Walk larpactl Vrel 1`1�.d Wil 5 Y­ Y_ Y_ NiA Qwi A-- Actioneedlicor Use Am,wd to, U, Impact awall 1 MuMaris fol Cod. an or Windows Aluminum Mkilliona, 0i Y. Yes Yes NA 12 L Tharma-Trur Fiber-Clasibc andarricath-Star configurations) t4omina[7&1,V;OaquOtNOh�Impact&q4ot, Glazed 1=1= No Yes No MIA Joel 2 Product travel Number or Nam 6704 , Product Diuranawn _r4rW EXIchelkin 046 in HVI Volical Aurria.. Mark. 12alDO24 No, outside HVHZ Yes 9-hataral Y.� lateral I Cori Edge Ficiangloons-Single-Door ansillingfOularl Xcoolflouraidtin) is al Theanne-Tru Fib-C) ... 1.rand,S-fli-Fil Nonni-118:429;0 &qu.bNda­-Impad�9*, GI ... d 12181 =22 No Yes No NIA Composite rdg 9 Fiberglass Single Door with SWelre(ai) linsWingroutowing; X0, CLX or OXO configurations) 14 n. Therma."I'm Filow-Clal cand Smootlh�Sbllar Nominal I S,quotillon-I mpoctili,cUnt, Glazed IR51=22 No yies No NIA , Z Composite Edge Fiberglass Single Door pswnglautswirwx0prifiloural I 15 a. Thermal Fiber-Clasol. and amoroth-Star Nominal B&#n;0&qvocNon­4mpaaqt&qURjt. Glazed 12/3,1f= No Yes, No, N/A Composite Edge Filberglassani Dotil ad-lbo(S) OnneiiingtOutsviring: XQ, 6X or OX0 wirligurational Florkla Departrinerit of Business & Professional Regulation Page, 1 on Florida Department 45F Business & Professional Regulation Page 2 or 2 Florida Department of Business & Profelsslonal Regulation Peel d2 115 I Therma-7ru Flbw.Clgsslc and Emooth-Star . Nominal tukili &quatINon.lmpacb&qwI Glazed 12MV20V Composite Edge Fibeglass Double Door Wth or No Yes No NIA Building Codes, and Standards, I la= Bui Idi ng Codedrand Ste nical JOR12021 Buildihg Codes and Standards IM12D21 MitlKivot Sol (Inswlndrouncskg� �x or-OXXO P roduct Approval ApplIC allon Detail Product Approval Application Detail Product Approval Application Detail w configurations) 17 q. Thorma-Trul Fiber,Clool nil Sincooth-Shur Ncomirod 6&#39:8 &quobNcan-ImpauMqucb, OMae InI12= No Yes, No MIA iii, , ill; NOW 1 I I I I 1; 11 I Ill ii I I 1 1 1 I I! � 1 1 1 1 1 im[miniaminmummmommmm I :, jjj,�M§gMMNEMMMNNE I 1 in� ;i I CompitalKis Edge Fiberglass Single Door Wth , Tiansam (InsW nWOumvl OIX configuration) -_ gooRmw code EmIty ar 21ft Data Date Parterre Dole is r. Thermula-Tru Fiber-Clasol and Sincoth-Sibar Nominal 094i 9qu"on-Impactildiuct; Cpaque 1�13112= No yes No MIA Cod. arl or QWO Died Val Plarictinds Date Gal eniftly 2d& Data Oat, Random al Cornposibe, Edge Filosighasocarril. 0- Mh SidelitaisiI Trg;;m (In-ingplOuticl Ol CroXcaro �O U . nations) JwgR T6;slal wainuastionnor R.M.ka, 2020 James Handle Sultana Products. Ino, conted EguiragarA Loars. Valdhited Eig Chad Clerch V. AndronyTiar John Southland, PX. - Validated Sedinarded 01101920211 121`1412020 I Aicar-al ol'tilipw A.-. a&, ang I App, TV- Version Riallison 2020 Manufacturer, Alaide Enclial,34joilrese Validated By NickTh=p%m Lyndon, F. Schmidt. RE. Ry.n J� Khrl� P.E. Validated Submitted =1512021 02n5M21 FIRC Araturprool ill Atonal ll §WAM Approved 'NW Version Man -wrikin R, 2020 I Evalmeal 1.1cenout Vialklated My Micheal such Robert Nionaren John W. Knozavich. PE Validated St,bM]04 F11CAptilrovid AW.Wat $taws D912WD20 0921/2020 IQPPJ2020 12116/2920 Approved 19 Therma-7ru Fiber-Chassao N6mina�ISMQ;88,�quot;Nq'n-l�nOoMquot Opaque 42*112= No Yes N10 N)A caulgory� Pal walls (i 50-fis!tii FE-81802 (352) 387-2s2il Category: Panel W.11I (330)922-2389 PE-43409 ii 767ZS55 qoieg.�y: Roane (ISOO)ZOI Pl (954) 772-I a and,S�ryiool Composite Edge FilrepillovesSliglej)'oor,with SubCallAgory; Siding ' ch1drdleackegarrachardl I sulpowerpiry; $.as irthdrapsonoored-in, SuriCalikeircry: Asph,tShanglao mrstfolagriaLoom , wj sid6lil (Ir,wMaaX)t,isI Xa, OX or OX,C, I . I Crimplian" Mated: Evaluation RepKiWiroM a e'll C�-pti.1;6,M.1h.d.� S*01.0l Report frorn a Compulanks Method: Eablual Rap.rt fircal o Continuous Head and Sill conflijurrations) Moral Rogroa.al kthreoll orai 1-1-464 Florida Florida Regifirtl Ar.hhdtdr. LI ... 04 N.M. Flords ROQIstclod ArOhlbord or 8 Locinsed Fill 20 t, The"a-Tru Filber-Clasili and S-oth-Star Nominal 84193l &quc,t;Non7Imdact&quob; Opaque 12?311�= No Ym No NJA PrOlFeWaral B,ll P,cfessional Engineer ProtiAticonal Engineer Composite Edge Fiberglass argle,Dcaor,ikith Siddial 0nswrg/OrutsWng;XD.CXol . .., 1, .",� I 1: - ­1 � � - , -, ,� , , " �� � � � ll�kfiid I -1 � - F �" ,, '' , , ,,� , " �, it - �,, ,, ,: : ;� � , , I _ , , _ � - '_ ,,`�s - , 11 ­�­ " � - - ,_�' � � , � I ,,.,- ` � - _1, ,� I I I . _ 1, , , w � - _ " ­ _ - , - . , I " 1�', , . � �, - � I ,� , , '' , �,,� . , I �r "", , 1, L - ­­­ I I , I, � � ,�Is_,", , r I - _ _7 " , - , �� ' ' _� ; - ­-�'-A,&` e� _ :_ 1, � � _ , ,; , - . I " , I �- _ ,,_ , � - � I _ ", __ _'_ ,l � 11,� ", , � , , , ,� - , , l, , -, ,", �, ,� , 'A� , � I . , , I - " �, - t , , - � � . , I " - - 1: �, , - � _Il , "_�e - � - 1 � I I I �jjjdjj,1j"?.,­ ii��.,",� _ M - _ ` 1� � � " � L ,,, - ��_11, ,� I , � � �� � I— ­41Y - �n � � - 2 I- I I I- - - I ,,� , I ,- , ,r j ','�,',,_ , ­­ �a-L��,,'�A` � ­ I . . ,1 ,�, - � , �, , " ,�: _: ,� _,_ , l� - ­ - , � -� -_ _ 1- � - ,,, , ��, ��, ,14',� � ,� � - � � , - �,�� , _ ,__7, 6� , � �11 L I I I , I ���� , T-M I I - le _1111�11 I � f;�:�� � � "I _, � ,� . , - S T �,'-,' � I , I 1 11 I , - - � li.l e - , � r-11 "� - - , :;,�, , - �� - , 4 ,� : , - ,_ , � �11 -�� V 11 , -1, ��, 1, - , ­ I - 11 I �: � 1 I ; 1, I I ; �, � I 11 , , icajo,004I � �, 1 , � , , , : : �­,�_'� �_ """ � I , 1 - �,ji 1 -A ''. � - I - � �­, - : - I , :L_ � 11 - ��', _; , I 1, �",' �' I � . I , ��, , , I "I - � , �,, :­ " , � ; IT, - '_ , - , , , I , �­ I , - �. - - , " -_ � - 11 , -1 � , � � , � - , ,, _ � � I ­ - I �, � , 1-11 I "I I Ir �,, ", I ­1. -1 _1_ _1� , , " , , , I - _:,_,,� �,,',�­: , , , , , ,��", - � 1, -1 _:� I, � ,,� I , . - �,� �'11 , , � I - -, ' - " Contimucals Head and Sill crinfigurstorcs) I , 0"i Assubilrear Approyrodfairus. Amaroyod for use Impact 0691W ., - _�",� - � � Caualit, A,aurerl I I � _,,,�­ i I I Amaral For , Use , __ Approved far Vale Inarect theider, OUAIRV Assur- Adel for i Alarovedforous, goijbill Dwiskin 1 11 21 U. Thenme-Tru Rbow-Cloasso and,Smoodi-Star wonmnsrswsgr�lt 8cludibillon-ImpaclAquot Glazed l2t3l/Zo�2 No Yale No WA al Product Morld. Number or Name Product pacnwo Cortract libadration Dole In outside HM Resistant Precool san A Rtakult Nicol Makirl No- Fraductlaosculptican controller Expinal" Date In HVMZ 01"do I Reciallant Prilawn. se" Produl Mail Wriaborer Nam Product calared,flil Contract Expladboa, Us in Hyli ow"da, Resistant prorial Composite. Edge Fiberglass Single Door-th Sideflital (Insul,ing/OutsvIll XO, DIX or OXO 1 C.apark ter, Siding iW-mand I.p.illfing l2pinam Yes Y. R16 N/A I al itcluor.2'Fill Solok vilmor add voil sond i2ltil,=3 No yes No N/A 1 GAF Asphalt Rool'Shiligial Fooerl reinforced 3-tab, I isnarated. 5-tab and l2l'16,2022 No Yes NfA WA Continuous Head and Sill darfigumitions) 2 H",Plank Lip Siding llibid-emord top .1ofing =0023, Yes Yea NA WA 2 U &tl..t*ti..e 1748aiuml Void,cirenfidmilynsand 12/3112023 No ?.$ No PUA hipilloge .who" M,al I 22 Y, I'luarmor-Tru Floer-ChassiqlandSmodith-ettir Nomonal S&AV:0 &quqt;Non­Implacr8qvob Gimed IWV2022 No Yes Nor MIA 3 c, lIquot:Grairribror Vill seadocul#32: I Ventoragoidivocysond 1261t2i No �irs NO NIA . Composite Edge Fibe,glauss Single Door vvith I , 4 d. lullack:05SAU-1 �l VoI acad varl som 12M=23 No Yes I III Sidellbal qnsvAnglOutsl XO, OXDr ' Ol 5 .. itclact.,Chaaker Olakill I V�tdrSdIiiV,O,q.M 12)iiIW2a, No 'Id. No I Continuous Head and $ill configurations) I 0 t 6qvd.'S.pe�spa.&q.b; sliffit Ventars.lievil I 2131,206 No Y.. No MIA 23 w. 7herml PIter-dIatil and Smotith-Stalf Nominal ft#3igS.8Awt;Non-Irr%pact&qQo� Opaque 121i No Yes NO NA Composill FibleglasaDwrFlawlsvilthVoidned ad,jilial �reovhlIdCutsnnirol XX )ft or XX>O( cl�j rifigundions) cl�j B� � 24 * Thermal Filoer�Clasaii Shrooth,Star Nominal[S&M,0 8<luorNon-Imlpact&qudt Opauque 1WI12022 No Yes NO NIA Comperidle, Edge Fiberglass Door Panels v4th Vented I cl�j f I = 0 adelice(s) 0 ns'MrilitiOurtakewring- X)( )= dI � , -�, 4� ! j Ill - -*_ � 8 Z y. That-Tru FlIkkar.Clairl candSmoothl 21-u = 8 8quot; Ni I rinpria,18,quat: Glazed i2isWm No Yes No NJA, . I - Composide, Edge I Nbe rg lass Door Pla no]& Olin Vented actiolitiKo linsWino/Outel � )00l x>ft Florida Department of Business &, Professional Regulation III 1 or 1 Florida [)apartment of Business & Professional RiagmWil F0090 I al Florida Deparimord of Business & Professional Regulation P22A 1 of 1 " (I 0 cq tonfigurtaicart) , ii , 021 Building Codes Stanclards 1 Ani Building Codes Standard$ iA9.021 C, . M X 28 rTlierma-Tru Fibler-Classidiandlaawth-Star I �6�iin�klsg#�D;O&quo�ROP-IMPSO&qudt;�Olazt�d 121$112022 , No Yes No MIA � Building CWhasand Standgirds and and III M LL a. ���po,sWe Edge Fiberglass 01cou"ParlislaWfthVionted ____) -C, adellical 0nsWnWviS�IN',)(X, XXXorXXXX . � � Product Approval Application Detail Product Approval Application Detail ProdozA Approval Application Detail .< C) 1- conigaurations) r� CN ,c ii I i IIIIIIIIIIIIIIIII MENIMMOMMINEEMEMMEMEIMERNME i ;I ;!III iijilooll 1 llmlsklm;lll;ii, I 1 1 i NNE0111128113MM!� 27 za. Tinermial-Tru Fibisr-Cialladcand amocth-Star Norrined Wsga &quotron-Impach5quot; Glazed 12r3l/2022 No Yes No N/A Composite Edge Fiberglass Single Door 3W391D Cj I Cc with Sidditmi XO,,DX OXO IMMEM11 1001111111111111119M I I Ill I C j I 4nWrig/Clutswil or comilgiumlions) cc& Eal 29, Do" Poter porcine lbell Code throw or 2& Doe rare Pending 1101. code Sol Dam fieni Dide 2111 Me (7 -0 N 2 28 z1g. Therms-71i Fiber -Classic arid annocith-Star Mani 8 squotflion-Inniplact8loul Glazed 12iSIII2022 a No Yes No NJA "'M Vero,- Makraileft � Correct Enarn-LUceirl Validated ""C,6 1`11CAturol literal Status ill Yll Coal Endirwrarill, 1.1-ral, � submitted W Anaraval Arall area, Inipla vertical 111-fineltul Conrad talithicar & 1.1conal Valkil ft Validated SM.ftd FBC Apprerad Approved status - (D a) Co=r Fibers lass Double Door %ft Revision 2oza TAMKQ9uhdInrrPnKwdbSLLC Karl Use Main No.mindin John W. Knozel PE 10104,2020 onsalil l(vlMq20 17ji VZ20 Applaulad Revision 2020 I.W. Thompson, Inc. tOa Thorniouro Aidtlitecturad Tony Christman Zricharyl R_ lorlest Sill M. Ul PE I 09117=20 09fli 09f=a2O 12AM2020 Approved Rov.ido, 2020 I Moral Products Ind. Clark Jol James L. sucker, P.E,0, SIMI I Urtch. PE 0912712020 aar.waw IDA1412020 l7ill Approved � � (D = SWN;0 adI OnsvAngtoubs'Viing: 0)0(0 � old'Al Roofing (�17IS24-sl PE-raliss (954) 172-6224 � Metals ComponylliAki 1813) 20-3456 PF,74021 f717) 317-8454 category. Rolding (904) 783-8400 C RUCK Garlinool I717) 317-6454 -a- (n W .6, C - 20 , zo, Thermal FiWT-Clali pgo-ampoth�Star configilrall Nomdual 1AM;0 6ntuQbMe­-Iwpav4qudt GhtZed 4213112022 No yels No Nip, subdatialaw Uldellayraolds I kcm(_jadee4emkal.00m tadegory:Rooling: "Cat,KorY:RoolooAocpswrte�lhatierean tory'Genaroomino.ring-M lIubcatelid,il Ro0ling AmlsikoileA thqrsie, an ral Partol'traccialingSyclam clarlaollemd.- Pr.31242 0- = C Composite Edge Fiberglass Single Dool 3&M,O laclaill (InevvingliOurevinT Xb, OX I CS�0 . Compilharlds Wall Evolusition,R,eporl Wom a � R.rift Rtgetead Architect- Lloanded I Integral Part .(the R661ag system Compliance, Method: Evaluation Repartinom a Compiler- Meloll E�aldcl Report favil Florida ReglineredA,cfal Licensed Florida EO C- �� < so zd, Thetma-Tru Fiber-lassic and Smooth -Star I configurations) Nommad 8039:0itcluotblon-Impal Glazed 12is-112022 NO Yes No NIA professional Easnalar ,� o � L � ��­ "' -_" �', ��__", 7L I., , . I _ _ " - ", , 11, I � - - �� � ��': L � � 7 l, -­- -,_ � - e - ' - , � �� , � , __�:, �"r ,� - ,- . _ ­�,,�� - - __ Ir L _� - ,- - _�e L ' , �, �, ,,,, � R� ­ - 1:7­��_ I I .' � I L � � I Registered Ardi or. I -kcal F1.1d. Preasslogrel Engineer P,.T.aI-I F.Itneor I . -- I :� I L < . o �: CU L_ Composite Edge Fiberglass Double D6orveidr 3=39'.0 Sidelfted; (IminiarigOortal OXXO � - __ , - I � - _� �1, � � , f,j'0'2 ­ - �_ , -1 *Okz�� L, I- I :, - __ "r , -_ __' L __ � - � �, _­_­ ­1 ;LL :1, - - _�] " " - - � L __ - I I � __ - - ;� 11�� `_1 I ,� I _�,, , , ­ - ": , , � - - - �: - - , , I - ­'; �7 �' ` -- I __ 11 . , ! 'L L , , -, I L � � � �"- _ L I - I- L - 4oi4o�- - __ - " _____ �­ Z - � _­ _'� - ' . 1�, � - - -1 .. .. .. - � , ' _1L � - ' I I , _ , - - , , � � L � �, __ ­ � " -, - ", _ , ­_ 9�2.,_ -L, - - , _ � ­ , _ -- . I ��, �, L I I L I " � - � 117 ­ - �L ' ' j� 1p� � _ . I : -� .L � -Els,,Qk&2�r , I I I I I I � I L _L _ - -, " - I I I I I I -L I _-, � , � - I , - I - I I I I - - - ,� I - I I 1. " , I � I I - ,� I I . � I , . L - L I I I - � 1. � � ­ 11 I I . . I L - I L I � T 3: 0 0 -0 - conlogurstion) Qualty Assurance Anarakeedlical Acoarovoid I. for Use, bill Design , , L L -,_� ,- _-, - , _ - ,_ , _ L - ­ L "L" �, l, 1. � 7 �, 7 - I � I , 11 ��, - - . .. . ,_ , - 7 ,- _� - - ,, I , , I I _ ��, � � - ,,,, ' _ _ I �_ I - , � ,:�r - I -, � - -1 L QuadbAssurane. - Awtovedforl.kil cultural for Use bill Disilan M 31 - Innerma-Tiru Fiber-Clasel-and Smooth-Ster Norriscal 7&439;0 lolquotflca�lmpaclgilqui Shallow 12;l NO Yes No NIA INA Product Model. Number or Noring 1 Red Lhadersyments(Hi product Descried. contract Ektandicar U. W29i outside Yes WHZ No Resonant MIA pro'ei WA App for Use Arnoril for Use um D"121 &-# Pral Model Number or EMM Product aknovialloir, cn�*ruflt E.camfical [We ]I, HVH oul Will Reldetaint Proasure to � - - a) C: 0 Seres0omposits Edge Glazed Fiberglass angle TAMKO Rea undedaymant s for use In F I Hl a.. # Product Undid, Number or Nam Product Decantation Coritract Elcuiration onto 1, HVHZ Dutaid, "I earistaint promourne 3 3- FLAMCO aQwMV 1 0 Ridge Verk&,quot Aluminum Ridge Vero 6 for Pool I falivicated 12131(2024 No Yes Nd MIA > - -- M Door W1h or Wth out 1 U30:2 Slildiallibel , itroalyingibutinnforl K OX,10 or QX6 cordig vrations) 2 TANI Poor Undarlayments (NOM-1-011-1i Itinsciddi goorpindartaymarts to, .­ In Ftucror-Hl QsW/20M No Vida NA NVA i 2 TAMCO Flat Top 011-Rodge, Vent with Baffle 4or Tire TAI 0*wraokVcnd 26 I static noofaeralflator adth burns W00/2026 20 tril Owl Yes No Yes Yes MIA NIA WA .0i'l from 0.025'Aharina. 3: ,� (D 1 > = >, jamsdiall a 4 TAI 011-Il Rol Val aside TAI Round Top MrildrieVerill 8aff6f,eink, 26 vu,shnic rocrvernflatcm,fth integrated baffle 09/0l 26 I static roctyenfloal wh baffle 09fol yes Yes, Yes Yes NA WA I WA ;; cj� . a) 0_0 (11� E dr - a I M Coll 0 0 .: D =$ i­ = C: III - = M li 'a - - 0 > 5 I EL 4- LU Florida Department of Business & Professional Regulation , PARso aft Florida Department of Business & Professional ReguIlation "I'll. I .(I Florida Department of Bwsiness,& Professional Regulation page I W 1 Florlda Department of Business & Professional Regulation I 1 or I Bullchrig Codes and Standards lv&� I Building Codes and Standards lMD21 Bulldinq�Gbdes and Stairidards iaSM22 Building Codes and Stardards 1,68,2022 Product Approval Application Detail Product Approval Application Detail I Product Approval Application Detail P roduct Approval Application Detail w alsommog ME 1 1 � a 1 a � 1 I I I -111MMEEMERNUMNEEnem I 1: I I � I 1: I! 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Worker . 111032D2Q 1110MG20 1111)5120�0 Approved Revisloh 2020 .Global Protection Products, LLC. 1 Ti. Robinson Wall A.71111, Jr,, I John W. Kmkzavl&�. PS 09108f2i 0910I 1 1 oyolul . I 12il&�2020. Approved Rwicon 2020 All American Sh utters and Glass M iRd Barbieri Frank L. Bernard, PE Troy Se,hl RE. 10126(2020 1011 5W20 1110512020 12/1512020 Approl 1 a) C.clikory, pooling (501�98,3�6163 PE�31242 (71-7)317-8454 I Cola'i Modal (04);I�l Services: LLO, q0*8IS44i category Shubtark (954) SSQt7�45 PF44167 (954) 772-6224' Caitegory�lshutboro (561) 7,42."S2 PF-0046549 (i 047-I Sill nw:Rablongperiecoorknotheterair, 00 Intel Part droll Roolorigul3yoxern Irlitleyelamordo.com SubCotorldiry, Roctart Tit" Cpaipliancs WdhDd: Evaluation Report no. la RobtrAindemorrobarl in SurflaCetegialryiStorm Plural. Orampi[ance Method: Evaluation Poport frong a � im,r, binscaloglopentcom Subdateakil Storm Panels Ctimplaincia-Mattrod! E-luelficriR.4-1,froan. milkeloballarmaricanshufte � -dong Compalinuma Method: Everinail Repoft from a product Evaluation M,ifty Florida Registered Architect or.a Licrenscul Florida Fine Registered Architect ora Licensed Fioiida F, orklaRegislemdArchredt.ora Licensed Florida . " � � I I . � �� I � I I- - I ,� - I - I 1��,� - - -,, � I - Professions[ Engineer Profesononal Engineer PrOassional Engineer � . , r �:: I _­ - I - j - , 1� , I I �, �li 11 - -, �� - ,�, -, , , , I , ; ,� - 1. � 11, ­ - 1, r ­: - I- " � � .1 � - - :�� I- ,-� '_ , ;- ,­ -- , � � , � I 1 I - 1 :��7_ - �, - 7" �, ;�;� , _11,_", � �, �� , " - - �, - � �, , "I �: , I , , . � - I I 11 I � - � , - ­ � - I I I �� , : � , , ,1.1 - I I �11, - 11, l� 17 , - I � I I I- I . I ­ I I - -, � � ., �] m - 1 � I 11--1 I I I I -1 , I � 1- I - 1, � I - ­ - � ; '' -2 1 1 - 11 I ­ ,� . : - I - - iblir� I � I I ,- � . 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ApparldnalaclarrUs Impact Dal Quality lee Approved for Use AoMyed far Loss Impact DAM 16 Gooey- Shake. $late Cc I a. try Slate, St%t Old English plot Poft - Denver CID 121312MO No Y.. NfA MIA an 9 Product Model, Number or Name Product Description coft"�M.. Outside HVHZ Frosistaft Prilicastare sag I Product Model, Num bw tor Nam a Product Description Contract Expiration Date In HYRZ Outside HVHZ Rel a Prousiou E BOILI Product Pal Nituraboar., W,wrki product poso'hift. 1, HVII Cutold, HVH Rosisurnit Pres Thatch &al Impact 1 20 Gage Galvanized Steel Storm PaneWHVHZ Corrugated GaNill steel Storm Panels retained 12;31=2 Yes Yes Yes MIA 1 24ga GaWnIcI Steelatorm Panels 249a Galvanized Stael5torm Pgal 12`31/2022 yes yes yes NIA 1 I � Deck-firl DA-4 or TRI-I al DA-4 . =. P.Wrapil Pfi,dic,Roof . Vent 121,102026 N. V., No ­,117-6b.97-5 17 Sandy 800 -global. Shilike Awl Split Shake is �Srl I - Slate, ShAb seal Split Shake Flat Proffla, - Stockton, CA 12131PO20 Fiat Prolilk, - Risk., CA 1213IM20 Mo� N�. Yes Y.c RIA WA MIA WA 2 %Storm Paua@1aNHVHZ Or not ii triaskisto provide hurricane protection. 1, I Coav&bedtalvanlzed,Steel,4t�rm'P�al NO Yes MIA -4-0 Ily Attached to Plywood DIodk: 1 9 ,4excry 1`00 - She al Slat. Aamp; SpIli Shake 2' set - Shake, State &al Split sh.R. 21 Tagn?Z(r. � So roalco. I Profile - Stocid., CA q2tsimnii Flat Will - Risk., CA 1213142020 High I - K.IY'TX 120IM20 N. No N. Y.a Yes Yes MIA WA NfA NYA NIA NIA 2A Gage GlavanizedSheal retained 12W =22 or not by track& to provide hurricane protection, Yes too-olool a) a) 25 %fifl� L- Prod. - Katy. TX IW21=0 No yes NIA WA _c_- C/) 47: M > Professional Regulation Florida Department Business Professional Regulation Florida Department Business & Professional Regulation M 0 Florida Depir riment Of BuISInesus & Professional Regulation Pagel al Florida Department of Business & Panel of I . of & � I � I I V2 of pal I orl L_ Building Codes and Standards w=1 Building Codes and Standall 1,71=1 Building Codes and Standards lani Building Codes and Standards 6IW2021 > 0- Product Approval Application Detail Product Appirroval Application Detail Product Approval Application Data 11 Product Approval Application Data H 0 CL a< ME 01001 Ill I i I ''ii;i�iii�Ili:iii 1; ;!III: 1 il ii i;: I rw 1 oliatill to It I :1 I :1 I MENEM 10100 '" aft 6 1 we - �g= �. Part - Ill Q I 1 Erad"win-&Urionla. 2" -ft'. natill Fandint, Felt [)are Approved cod. Verdian rinitty p , & I .me I code Voliddird D& Pending Date Coda Ivan Vionplo" Manufacturer Eldlity I contact Validated EW Dele an Date pandirria I call Validated I Actual A,O,,V,d " _1I 1i Winston Revision 2020 1 jolkintitachur. Alplorror , cereal smoctul "Compolalbe cool Efigiricall L Lidakele stuajt�IIWISL ]0C Eviduinion Service, I WIllown ML Ranieri ta2l) 7104377 (4anS81491? Validated Submitted I =112= 1 02=020 . lli=2020 Approval 11110512020 SLUE Approved AM Version thigurrachreir Rom.lpn 2020 Comml Condiets Produl cator,gary; Structural Components Conrad Frobent 011119 Sarril A. Greenberg John Hoy roil �) 65ill PE-34245 ($52iL5brs3jl Validated Selonothal I VIl lV1612020 Anatol i2asi OLU oft FBC Al ZVI Marairracruire, R.u.1i 2020 Mrro� Inc, catergery arructurelromperents � gildi Entionder License Widal I Erin wali ICC Evaluation Service, LW ICQ 6veltuallon Service, r952)88S�8635 LLC. submitted bail 112021 08A 0i 7l Actual AinconI Ol NAWA Appr-d R.,idon 2020 Weyerhaeuser Cauegi Structural.Comporients; subooregarr. Engineered Lumber Enaimaoriu1j.... Rob Mill 10C Evaluation StrAce. LLC Ian Wirer. P.E. (253)924.WB (608) 839-32tts Roo.rt.BaId­og..y.rh. sularraftral Ewa I li (12=2021 Approved 0 =3 Suplothil Truss Plot" Compaltal lorialrod: Eveftnation Repair from III . . ,Id..i.,0.4*.t,.- rualloodfill Products fintrodwoodas a Real fraw-Tachn.lM complex. 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III Yll Y., H(A NJA ft9A Model, Number or 2 W1881.15 ll go, super high strefloth,trituss,connestor plate 12�Z 1 r2q�,2, Yes �.$ MIA N�A 2 Piaelow. I Pa.%[ Stiond Lumber nsw,20211 N. Yu MIA MIA 3 ITW licGiAllpine Trull Merrill Connector plot. fwl,2024 Yes Y.a MIA NJA I Quality Precast or Commercial ConcroteProducts Precool and Prestressed Condicia, Lartols 05i2k024 No, Yes NIA NIA 3 WIIS 16 I bass ocnaecter plate, I MlQO22 Yes Yes I NJA 3 -ninhallsi LSL tai-anated strand Lumber 03131=23 %I. Y.cs I NIA W 4 i au-itaxpla. wan, Mi Connector plot. 12MV2024 Yes Y.li N(A N/A 4 Mll 18 go: high .1havirth ill. comall I IX3112022 yad Yea, NfA WA 4 7d Ran Scrard Structural Composite Lumber or Orlentectsurarld 03131(2023 No Ydai MIA NIA 5 a 7 M7204S, Ti MT18 TL201 MT20 20 0. high strength allies; coreadal plate 12Mlr2O22 lag . a. bussoclariectoripatag iW34=2 20 trusic-dreduorpates 20 r2m Yes, Y. 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I Technology Ctoreplande brother: Evaluation Report III a ..- < Compliance Method: Clartificalion Mark or Llsthri - L I'll , _'� ' , ­ - , � "", .. .... __ " � , _' � - Flonfid. R,gideradArchlboat or � Ucaa� Florida ��Ii* , ,,, - - -�,;�,�,,�;"""-,�,,'�,,-,�-'� ,'' , �,,��: �,,,:� , �­��v� " ", ', , l � I , ��",,'��` ,,�""-",�,_ ­_,,'_,-,,�r� � _,�,`_' - _ I ",� �,- � � ���, � " % " ,, 1, ,� �� � � �,­ �� I - I I ':� �'�` - .1 � : �, ", �� , ;, I �� � 1� �,��",�,�,, � . ... ��'�_,'�_ : - -,-,r , �_ � , l �_ � � Ill" - 11 , % , �_"_ -1 - I � I -1 '11"I"l-l", � I �� A, J,,`,�I',�,�,�, �� - __ . , , " L� � " _' , - LL, �",,,' � L� L - " ,_ '' ' `_'� ._ _ " ' t� '�� !� � , �, "' I �L:! '' , � R.f-iol Engineer -1 �_,_, , L , � L ­�", '­ �:­�,,"L�'� ',"""',""',"',� , - , I "I' _�,�, I - '�11'1k'11'11'_!,�,11;� ... I 'L _ L , , _ , , , _', I I � ... ,,,, 11 _1 1, ,I I ""', �­, L Quality Amirl �:,, �� ,��"",i"""��-"",�,����,'���I ­� ��_ -11 - I Arock-radori.4a, � � 11,�, ,_,', . 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" '�4,�',�&�,_,_L ,�,""�",:���,-�',��",��',�""����'-""",���W�,-"'R*����'�,Z�."',�,���'""L�,����.�rt',�-'�",L, Z��,',',��,T - ,���-,""�,�Z��,,�,,,,-,��,,,���,,',"�"',",5',",F-� , I `1_111-1 - 1`�`�N`IXP l�',"Ypl`�" "I " I �1 1 , ��W ��; ,_ _­ , , -, "' , I �__ , , r," `;11,1`11,�'­ ,,, �".,� ,_,,,�,,i,,,,,, , " "' , "_ , r ,,, , ­-k 'M �,,i­,",,k,,,,, -,� �,,,­,,,,,,,­ _� , - � ,�,�,!` i - -,- 'A I 1,4" - , "", a_ aQ# Prockattlilodel. lateral Product Description . central idawation note Ill HVIV outside Hys Resistant Pressure ""Ir, ,-, I ­,­ �, ,111" ,,-,,;, , , . , I "i"FiR - � - I I " � � , , - , � , , , ,X, I , __,""";,',,,,, ,,,,,,,r," conelly Assurance, �,,,,�,`�� ;,C, ,,;,-,?'!,1Re_t Apbroyodlibil Actinnoad for Use "'Q,,", liggoil 1,1_"��' i, n,i ,,lk Dealer " I I Hll Strength Concrete Lori A. 6. & and 12 Inch wide inters I Ye's Yes Nip, I §Ml Product Model Number or Nams I ,Alpha Aluminum Solid riamp: Vented Aluminum Sol I I CMU g.trog.wand I Fricall dirscrial Cordial Excaridical Defir Alpha Alumleurn,49olid 6aw WatedAurinkrum 071wt2om Senior CM Iural Wood I 1, III Oul No HVHZ Yet Resistant No P,,,s,, N/A I I SHE�T NO. PA 1.1 I _.. _ R..... ..... w.wr., ... , e.r-a't��le�anw![..in!"rmw ,Rl�P1wIAo4i-i4s�lT�-Ar12 aP. ,• 1 q -r , J. 1I _Ili II 1 �!1 IAI' (1 r6 I r � I.p. i I� �.� , Tpr. :,� I [ :N. I,.. �, r'ir;. 1 � .r.lr r. I I� _TIMM Simpson Strortig Tle 2020 FBC Approved Products 2f3 f2.., Simpson Strong -Tie 2020 F'BC Approved Products t2f30l2424' p_.. _..... � .. Simpson Strong Tie 2020 FBC Approved Products U.atedi 1J0 920. P d_ 2 I7.. � - - Simpson Strong Tie 2020 FBC Approved Products -. 4 Updated .. 12130l292 . For dUedt RpkS to all SSTapprovals Rstetl below, CLICK HERE. For tlireept IInkS Wall SST approvals listed beldw, CLICK HE p, For dlrea llnxs to all SST approvals"Itstctl lxelovJ, CLICK HERE,, ,. For tleecpt links to all SST approvals pried below, CLICK HERE For additional Information regarding Florida's at wlde.PYoducl: Approve]and 'I+�ami [lad .Gaon - erica or ca C nc .: t - CLICK HERE- .._ _,.. St , e. App System e County N, Ac p a e,(. J©At, FIX dtione In(IXmation regarding FIIXIdas Statewide Product fl rbvar said A+RamI Dada:Coun Notice DP AdCa lance:: NO. U HERE- ad I _. ..... RP System b - P .. C A). For additional Information re ardor Flondas Statewide Product Approval elan d NNana De earn .,.. g_. g .Byer- aFl de County Notice of Acceptance Q :CLICK HERE. . (N A) or additional Information regarding - I a D F , ... . F ond., s Statewide., .. Product . Approval : System and Mlartd ade:Caunty H. dC - :COCK HE adds otA eptanca)(rIOA),. - RE. FL#2388-RT FL#10446-R6 F]"#10456-R3 11 HUS HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- 9/T8" and heights ranging from 4-51i6" to 11". Concealed flange Sea.# Product Model. Number or Natrra Product Descrlottan Sea # Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description version {HUSG}available for models having width equaiM or 1 Titan Stainless -Steel Concrete & h9asa9ry-Screw (TTNSS) 114"diameter Tiffin stainless steal maspnryscrew 1 A21, A23, A3$ A34, R35, A44 Angus 1 8T, BTB, eTH erickTies greater than 3-9f9fi". 2 APA21, APA4; APA6, APVA21 A�A4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14 CMSTGI S Coiled `Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- 3 APE344, AP644R, APV866, AP666R, APB$8, AP688R, AP8i010, APB1010R, AP�&14, Outdoor Accents Post Sores 3 CS44, CS16P G598, G52iJ, CS22 Coiled Straps 518" and heights ranging from 9-114"to 16". FLi�589_Rg APV844R, APV666, APVt366R; APV688, APV688R, APV6101Q APVB101 DR 4 GSHR18, GSHP2D Coiled Straps 13 LGU3.25-SOS, LGU3z83-SOS; LGU5.25-SOS Face -mount hangers 4 Fif?DJT2.4, ,4PDJT2R-0 APDJT2 fi, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVD;ff2-5 Outdoor Aeeents Deck .mist Ties 5 CTS21$ Compressiontfehsion Strap 14 LU24 LU26, LU28, LU210 Face -mount hangers Sea # Product Modal, Number or"Name. Product Descrinffvn APV 2R.8 DJT B DSP, SSP; TSP Stud to Plate tie 15 LUG26Z; LUC2tijZ Face -mount hangers 1 SD10112D88 Outdoor Accents ConnectorScrevv 5 APHH-06, APHH-06R. APNH690; APNH6IDR Outdoor Accents Heavy Hanger 7 H1, H1QA, H2,5A, H3; H6, H7Z, HT6, H16S; H13-2, H16-25 HutrldaneTies 16 LUS series hangers Face,mounthahgersavailsblemwrdtfts ranging from 1-9l18"m 4- 2 SD13112, SD9212 SD10112, SD10212. Shang grave SD Connector Screw 8 APL4 APL6, APT4, ARTiz; ARVL4, APULB, AP>1TA APVT6 Outdoor Accents: L and T Beam to Column Ties 8• HGT 2, HGT.3, HGT 4 Heavy Girder Tredown 5 8 an heights ranging from 3 ro ] 4151fi . 3: S 1 S $D9112 S, $D92 2$ _ S1roh DnveSD Caineator $S Screvr 9 7' APLH24, Af'LH24R, APLH36 APLH26R, APLH210, APLH210R t , ,, . a t Light Hangers 9u dcarA Cans g 9. S, 4 H 2. .. HurfloanaTle 17 _ - MGU3,63,5DS, MGUS:25-3DS, MGU5.5DSD$, MGU5.62 SOS, MGU7AQ 5DS Faca malant ban err g 4 SDGF22434SpGi=Z a12 SDGF22614 SDCF 2700 SD F2 8 SDGF22 014. 2 , 2 G 2$5 , 1 b r- , S 'ri Sirohg Dnve SDGP TIm e CF cire 8 BVLZ Brick Veneer Lad er Connector g 10 H S2-SDS1:5 HSS2=2-SpS3. HS: .3-SDS3 884-SDS3 S S2 , H H Shoo, Heavy Stud 1 8 MIU series hangers P Face mount hangers avaiable in widths ranging from 1 9116 to a SpGF221134, $DCF221334 $DGF271958, SDCF.2723'.78 9 GST2Z GB74Z Concealed Beam Ties. 11 HST2 H573 HSTS H5T6 Straight Straps 11$" and heights ranging from 6 15116" to 19-1/2", r. a DGP22434'S 25 2- pGP ' � A G , 7 8� $ DGP2 1 ..S 2281 . SD P22 OO, SDCP22 a8 5pGP22912 ' . - Strong Dtn+®SgGP Tlmber.GPScre+v 10 r CJT3Z, CJT4Z, GJT,iZ, GJT6� Joist T" Concealed , lee 12 ` TS 6 H S2 TS24 S2 ` TS 0 S30C H , 1 7 O, H , HT 8..H _3 , HT Heavy Twist Strap 19 N1US26; MUS28 � - Face mount hangers. SDCP221100;5DCP221134,SDCP271400 91 DJT14 DeakJoistTie 13 HTSp16KTZ,HT5g2DFffZ Heavy Twist Strap 20 SUR SULSURG,SULCseneshangers Skev✓edface-mount hangersavailable iriv+ddtfisranging from 'I- 6 SDHIi27400,SDHR27614,SDHR31400,SgHR31614 Strong -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie AiicNor 9J18"'to3-9J16" and tieightsranging '*am 3-1T6"to133/A", 7 SD525192; 80825134, SDS'L5200, SDS25292;SDS25300, 6t352Fi312;SDS2547:?. Strong -Drive SDS Heavy -Duty CannedtorScrew 93 FG4, FG6 Framing Clips 15 LSTA9, LSTA12, LSTRAS, t3TA18, L5TA21, LSTA24, LSTA34, LSTA36 Straight Straps Concealed flange version (BURG, SULC)availablefor all double SDS25500; Sb525600,5D5258110 14 HWANZ Foundation Wall ling�s 16 l_STId9, LST'173 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SD62511255, SDS252{70SS, SDS25292SS, SDS25300SS.:SDS25312SS Strong -Drive SIDS Heavy-Drrty:Connector S5 Screw 15 GA1.; GA2 Gusset Angles 17 LT620, LTB40. Bridging 21 U sereshangers Face -mount hangers available invvidthsranging from 1-9/96"to 9 SDWF2716, 5DWF2720; SDWF2724; SI7Vi1F2726, SDWF2730 Strong -Drive SgWFFloor-to-Fbor Screw 16 H2A" H2:5T, H8, H10A•2; H10S, HI 4, HGR10 Hurricane Ties:. 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518" m 11 -1/4". 17 HGJTZ Heavy Concealed Joist Tie 19 MOT Medium Girder Tiedown 18 HH4; HH6 Header Hangers 20 MST27, MST37, MST48; MST; MST72 Straight Straps FL#10067-R8 19 KB51Z Knee -Brace Stabilizer 21 M5TA9, MSTA92, MS7A15; MST,418 MSTA29, MSTA24,I+r1STA30 MSTA36. M5TA49 Straight Straps FL#10667-Rti 20 L30, L50, L7R, L9Q Angles 22 MSTC28, MSTC40, W q'^ _ V! U N O N CL O O Q O ^L I. L .� U EM co � to E CZ to N U _� O O 0- O O LL CU O M O > •U) 70 O L O Co � 4- Q _ iti s tPV t� ti tvmX ca M L- 0- Q 0 C . (D _ C � co E < O N U N-0 5 U N 3 > ..� L � Q- � (a O O O C U .0 (U i ��� �W W W r� V / 0 U L� ^�^,, �/W vI n 1..� L O LLJ �^^,, W z �L J SHEET NO. PA 1.2 Updated . 1.:9020 Updated M, 20 MSTG66, MSTC78 Straight Straps masonry - FL#10860-R3 4 HETA12, H€1'A16, HETA20, HETA24, HETA4l) Embedded Truss Anchor 2 ECGLQM3.62G-KT, EGCLQM4.62G-KT, EGGLrQM550G-IfT, ECCLLC1N1p3,62G-KT, Masonry Pier Caps 2 ET -HP Head 11 EPB44A, EPB44, EP646, EP366 Embedded Drilling. 2 pS4 Embedded Post Bass 4 H7T4 HTTS FiTT j3 Ti c ryt o XMgi 4S 224 M 114B 2 4 2K 2•ri XM d m e Metal 0 CIO Conn 00 2 HRSB HRSB; HRS12, FHA6; FHA9', FHAl2, FHA18, FHA24: FHA30, M5TI26 MSTi36; Straps 97 mil (12:.ga) 5 LSSC4.25, LS5C6 25, 5SG2 25 SSC4,25; 55C6 25: MSSC2.25 MSSG4 25; MSSC6;29, Sleet Stud Connectors Connector Connector ICU i.r aI, L = ' k:� ` f' ;Ai.` ,? .: (: k z : F 'IF f1R B Ra �N'}.` _, . $5 ` B 'T "Y ii:., ? a F ,•: 5" II � L Mil 1' " . a yd, _... < - _.. It �, .. _ a.. .ai 'v.; Y _.. P E t!f'b �iv' iri :R h. i.e. .- :dX. & - A 'e. .=:r:, i. t< ,'s°W # +.Ir ,. i..' 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F � •'�. ,ew : 3X."1: F k f - li 'a:r };t N}kr iFi -F' ii, `- 1 I•.q� dR If ad k :# i, �!. •+9t1 31.1i ia. .F :a :t �a:ld, a * ti i : • I 1 # p: a. :t $'" A �+rot'dtei � ail: � �,,," - ap - a _ w a � I :e a ', �` wF,•s:'k " ,# } •}'F ::} Y+, 9 :'!. k' @ t'. ? R. R 1: • d.'o, :.i ,:q d o p p_.. @` 1 �: x�'# l .. :d k :t •#.a r. I li d a a 1 # a:i +, .t #:�w , � :i•Qtre : s'" a'i # �' � ' 1 i '�- "..':rt F :M.., tr 1 d ,a q--., a:b fie" '1 E"_ii.- F a" - ;•. RYr ':a 1:. 11! •:_i ad. } } #.a$:a Y ;Ra - l..t i a,� .ot •.. a. #. _ i p:•a•k a � } .a :Y � ,1 + 'yY :.} t . iB;.Y et..9Ra4 . W' ziyl" ;r e: N N N U ::3 70 0 O 0 S? O co O LL - O cu V/ .� lL.. O o_ coiE C cn C_ w Fv O > L cL 0C) Q O L W W cI_i_1 G �n Q W z z J SHEET NO. PA 1.3 l i l i l I I �911��1�1 �41��1f r+r+rrrw ILIEC TILLIT TESTING & ENGINEERING COMPANY PPODUCT FYALUATI REF lie" . 2D'.' 728:D1. �.2: TEST REPORTS.; _ L r e missile ,m actand fat,9ue load tests were p?rfor sd u der Protocols. TAS 241 203 a ran f t 0 as per s ct 1826 a he F orida Budding Code: Uniform static loads Pt OUXICTk'.YAi.CtATF6 - i Ai .'24F•8728:YtT. .3 �MATERIAL C1ARoCTER1,TE3 SPEGIFiCATIOS- . Sh li beastrictly ,n acoottlance. ikh Ganeral Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D, drawing{ { ):.. g WATTRR TTLLl'i'. ..i?:E. W nCy . 'HEEL LlwrrAA.. D.-0L1F'; FE r.A rro.e ; T I . . e e S 202 Protocol. Test reports prepared b Hurricane En I erin" ;& a r TA,specifications ns p p p p Y 9 g _., • N . o 20-1743. Anchor shall a as indicated sh I tF r tlt tad on sheets 1, 7 and 21 of Testing, Inc., rn t Reports I C rG5 # 9 589 dated 08 4g 1998 #9@ 5 4 l a d 1 9 d t 09f $ 9 6 l3_p _ t: 1 t . ,. 2 fP Product Evaluation m 6 a r u Document P:E.D. rawin N. eu en (, ), drawing o 2t1 178 PR CT A UA l� �.�i ��N REPORT' OD EVALUATION -T 9 30 dated 49t24/1996 a # ed i three signed and sea 6 I d b r dIn , , ; , 9 a e. Y Hector M PIIe , a, P.E., Fertestra i T s rn ton e # .� Laboratory, Inc. reports # 2032 dated 04�18t199$ and # 2128 d'„ t d 1 ' a e 4t t O6t 998 witnessed b Gilbert Diamond P.E. and Report Wia. Y , po 7 L1MffAT1QNS AND CONDITION OE USE `REPo.RT NU.. 20-26, 1 02.-09 dated,March 4 ,2009 signed and seated b ;Etlmundo Iarass _a da P.E. andHenry_H fits m P.E. a. 7.1 . Shah a -strictly n com 1) L;s wf#h General Notes o. S 4 b � an s N 1 8-thru 1 indicated Y p ,. T , DATE: July 28 202U y, Tensile tee - t report IVo, 9Ci41 197 b C1C`Nle#allu real Inc.: dated March 13 2c09 P Y Metallurgical, on h 1 6 s II _ sheet of t a w as G eral Notes 1 ni 4 t a an #e thru and 11 hru 1ti, indicated on sheaf 21 of26 of Product Evaluatlgn Document (P. E.Q;), drawing No. 20-176 PRODUCT CATEGORY.- Shutters signed g ed and sealed by Frank gate, P.E. re red b Ttltaco Inc. and sighed and seal b Walter A. T0fJr.,P I� Y I ,. 9 ed d led Y f Fk, J ,P.E, PRCD_U GT ue-CA7EGO Y,- Storm Panels GtN L G4l'i„� I ONt3, 7.2. Product may be installed withinlifH VELOCITY CI HURRlCAWE ZONESas TY, 20 Gage Galvanized Steel Storm Panel for maximum panel Ian901 vs: design defined on section B24.2 of the FloridaFlBuilding Code. NAME 2O CAGEG LA 12 DS7 E STORM PANEL : wind load.as wall as maximum anchorspac_ng vs. design wind load and pansy. MANUFACTURER: on length based on ational and comparative gth tiv a uiYsrs. and in accordancewith section the FloridaFiridBuilding Code. Calculations prepared bYTIItaco, Inc., 7.3. Product sh al_ t only be installed into poured concrete,, concrete block, an_dGl5I6lPat wood frame structures. S,W, 51 Street - doted 11l4 f09 and 115, signed and sealed by WaIterA Tillit, Jr:,- P.E.DBvre, Finnd33314 -r 1 PU E S OF EVALUA7 ^CIS MP T 3 M13 A NICE ' � A �,�.� S:T !� . ; . Product Evaluation Report a Hera: A. e o prepared b. Walter A TIIHt Jr.,.E. Flonda Licen p se P P Y { . `.� rs, ' This T s Product Evaluation Report rtlssued b Walter A. Jr. P.E. Y , Jr., (System _ e missile Impact n m s i t t 9 d L m u dais Gran 62 of Florida1 e e F or da u11di Code, as #Ii 1 B n od per !'9 p g P T AS 201 Protocol. , tV . 4167 President of n 7 o 4 a c1a c, (FloridaFlo CA ti4 to I ride cif 19 : , { ID # 4; 19 ti a the Global Protection o u t t a nP L r d c s LC Ru1ti Cha ter No. . ,_ T , pftFi TiT)1. FNrp I_ hA 61G20-;3 Mathc+: t of Florida D d p the P or a epartmQnt of Business and Professional Re 4 V�I�ID:.1 OACtS RESISTA�� \AyL1 ty _ ,, A, T y, .a ��s�' ,....!�C7} .s,,� �., 9 elation. 20 Gage Galvanized Steel Panel has bee verified 9 m a n ed to sustain wind �t . ,. w .• : EN • �' C ... ,. ,_ his roduct rs b 1n T e fssustl an Evaluation Re art s desenbed , n p 9 � hater arni as p. h _ r s res. _ e u s Maximum panel l' n h xrrn e s th s ail be as indicated an she 8 15 . _ �-�-- _ t` 1 7 _ : bee verified for compliance n accordon with n i ce th the 202fl,'Sevsn h _p t Edition of the 18,19, 2S and y6 tat 26 of Product Evaluation Document P.E.Q: drawrn Ara , 9 r '� -%� . Tk E Florida ll Y e p ct o purpose' se mended nda Building Code and to verify that the product Is for the urn fSTATE, 0176, Maximum Anchor Max m A r Spacing shall be as indicated do sheets 8, 9, 10, 11, 14 t 5 t� 20 2 n 2 2 t ° 17,1$, 1 , 5 and 6 of 6, of Produc Evaluation Document P.E,i?. {., , - ? it'.OF , cc , at teas# aquivaient to that required by the Code. . . _ , 4 drawing iVo. 2D 176, ,rt .,• �Rtt}•,: ,fir , This Product Evaluation Robert shalt,be subject is rev a r aP f t raw and revision 1n case of n f /+, t7ftAt. / 1A ArT . Building a g CLnte,clTange that may affect Its Ilmitittions and conditions io rs INSTALLATION,, ION ._�._�I INH1Ntilt' \� o Installation shall be performed strictly accordance with details indicated^on p a �. EVIDENG G��UBMITTED. .: .Y :4V9TU1 Sheets3thru7 14ihru20 2- 3 24 and Z8 of 26 of Product E a u - D , P u v i _atton Document + , .... a � eco x F -. V TI T. AOMO R. GS3R05tF: E. f1EP[aRS.20 LQL'48AL PILOT€crloN PRLTTTUGTS; LLC V 20 GAGE: fl . U P GT EVALUATiO DO U ENT f___ 1 `... _. ".' separation P.E.D. drawing No.20.178. Minimum se ar t s II ( 7, $ p anon a glee she be as GALVANIZED- STEEL STORM PANELt DR4VG 420•176t REPORT #.20-61M011 - _ , u0 Da r .0.2- r w N Q i76, titled -:20 tiitAGE GRLYANIZED STEEL S P NE n9, fc,L STORM A L Indicated_ on sheets 14 1 . 2 and 2S of 2fi of Product 5 r duct Evaluation Document u t ,, , sheets 1 Ebro 26 of gtiprepared b Tiiteco In¢. -sl signed and sealed Walter y , N A by Wafts A. . (p.E.D.), drawrn No. 20.17ti 9 T'llit Jr: P' ' integral i ,E., dated 47f28C2020; This drawing is an rnte ral art o 'f& g p {,} . -4rft? rtgl 1 Mill nifN1AF ,, t Evaluation Report. .:4\l\p\.,'t<�T?�?•,_'rfj jJ!//*�. Hai .�.).. �jl sprfX. trNO A��"i�{-�,.�f. i'- 44167 i7ir'+ _ '� ', o`• STATE OF, �-�''-.,AtOP.IDP' 63.5y.B.36iT3treef, Slite84S, Miami, Florida 331f6 PTune.(345)8 i• 530 f?�C H1THiE}LAl gt uc12Ar ivtrrcc, B.3) IN CASE THAT PRECAST $TOME OR PRECAST OOMORETE PANELS. SR1Cm OR WO00 BOARDS K FOUND ON THE C'W4lA. % GA[.rili StiEs_ 1mroaA et ExISTNiO WAL4 ANCHORS SHALL BE LONG' FdiOIRtFL TO RE4CFi THE MMN STTiUGYtTRE REFIING5UG1 PANELS,. I. STORM PANEL SOW ON THIS PRODUCT L'VN.LATKW DOCUMENT (PLED�I_H+AS BEEN VERIFIED FOR COMPLYING; W ANCH4RrGE 'SHAG BE A5 MENRONED 1N al) Nib IN lL2)- ACCORDANCE WITH THE 2M EDITION) OF THE FLORIDA IRALOING (IV, CODE (C} TO EXISEND WDDD ,}� DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION fe2OOF THE ABOVE JAINDONED COX • - 1/4 f TAPI ANCHORS, AS MANUFACTURED SY 1,1W, LTUS.Or.M, INC. :FOR A N7ND SPEED AS - 8Y TH€ UU WHERE THESE SIifAYTERS WRi- M TA,tm AND - #14-10 PANELMAIE f€k44 E ID AND PANUUATE PLUS ANIDM IL AS ANNUFACTURED BY MOO CONSTRUCTION PFIOMM, FOR A 02tECT .IaY FACTON 1W„0.8$. USING ASCE 7-16 AND SHALL NOT E'TGCEED TT!E RAIOMLIA! (A5.1, - %/4'# LAO SCREWS PER N-OS. DESIGN RATINGS INDICATOR ON SHEETS 7 THTU M14, 15, 16, 12 & 20: - ?/1S"P - 5/Sr WOOD SUSHM AS DISTRIOUTOO BY ALL PONT SCREW, SOLE & iPEOI&T'(' CO, IN ORDER TO VERILY THE ABOVE COMMKIM, ULTIAAIE DESIGN WAND LOADS DETERANED PER AICE 7-10 efa MWMU0 PEAE7007TON SNED WOO OF TAPCON ANOWIft $NAQ_ SE 1 IA' MO 2- FOR ELCD PdaNATE PLUS :SHALL RE PRSrREOUCEO TO AS,D. DESIGN VAUD LOADS HY MULTSYYUM TNEM by 0.6 04 ORDER TO AND PAMELA E FEMAI£ 0, COMPARE THESE W/ UAX. (,A.SA) DEMON PRESSURE RAT1t90$ iNWGATED.ON S€ILEIS Y TWW 32, $4, 15. to, 19 k 20. C.2} MINIMUM IONEINTO PENETRATION OF 1A0 SCREW, INTO THE WOWOPT FRAME MED kREA � T I;E " ii ThRFAOE'B Si FT THAT ANe%MRS ON TIDE P.E.D. TE5TE0 WERE NOT OVER STRESSED, A pN E IN AI#E PFllBTRATTOtN INTO STUCCO SH4V.i, BE CON'91DEREO As PARS G THE RE.OU,REI1 THREADED Pt71E1'RAFION. `+TRk.55 FOR WR70 taLADS WAS i USED qi THEE ANALYSIS F ' SPACING SiJ WOOD HAS SEEN tEYERMINEO W ,. STRESS R ND L NA S ED IN DETERMINED ACCORDANCE WIN N.C.& 2018, C.3) MINIMUM EDGE DISTANCE OF LAd SCREWS,. INTO WOW WALL BE AS MOO ED IN THIS WNW :THERM PANEL'S AOEDW;CO AND NO SE5€STANCE 9 BEEN IN "G 1628 Or EFORIMPACT INI-WITH THE CODE. AS PER - CA S1"MUM PENETFNTION OF kYOC SVSHM SF^L BE Sf6`, 1/+" 0-20 SCREWS USED %VkU BE 1 1/2' LONG MININOM URAIDA & TESTi INC..A & S & & 98 T3O A0.41 9B•262 ND-87O SM11 At C WOULD StUCOO: EXIST, AND 1" MINIMUM FOR WAILS YARN NO STUCCO:. FENE$TRATIai TESTRIO LAB. kAC., REPORTS f2032 & /L2126 . AS PROTOCOLS TAS-20%. TAS-ZO2 AND YA$-253: AS WELL AS MIEROM TEST LAa OF SOUTH FLORIDA REPORT O249Af-OR, AS PER TAS 201. TAS 202 AND C.5) 1N CASE THAT PRECAST STONE, ON P OAST CONCRETE PANELS, SrVCCO OR WORD BOARDS BE FOUND ON THE E IMHO TAS 203 STANDARDS. WALL„ ANCHORS SHALL BE LOW ENOUCfi TO REACH THE WIN SD4UMFIE SEMM SUCH PANELS. ElS. 2. ALL ALUTAINUM FXTRUSIQNS TO BE 8063-TS ALLOY MO TEMPER (UNLESS OTRERMSE NOTSHEET 2. SEE SH2. SHALL BE AS W 41), C2) & C,4) 3,ALL ALUMINUM 'SHEET ML"TAL USED AT CLOSURES W" HAVE 310-H4 N,LOY, (0) AN04M SNALI, OE INSKLED F4LI.010NG ALL 4F THE RECOMNENDMONS AND SPECrWATWN5 OF THE ANCHORS NANDFAcT IRER. 4.ALL STEEL SHEET M67AL PANELS WALL HAVE VIRIUGTURAL QUALM STEEL AWN A-= GRADE 50 MNIMUM, a --Go 6, PANELS MAY ALSO BESisT'MI.EV HORIZONTALLY FOIL.OWIL4G UiSI'ALLA,TION rTETaLs 9fiDWM ON 'MOTION 3 THROUGH 10 (StEEr$:+ OU.VAIW2EO SNP EL t1ESLGFMDON W/FY. 56:s 1mt t1U'TER ROdbo>. TWRO.UW G) EXCEPT THAT HEADERS 0 & Q SHALL NOT BE USED. 5- ALLO SORiWs TO SE STtdNLES'S SlffE1 304 OR 318 AASI SERIES OR RESISTANT COATED CARtMN :STEEL A5 PER 9, R SNA): BE THE MPOINSI&LI1Y OF THE CONTRACTOR TO VOWTHE SSX, ONIMS OF 7NE VV4ERE SMUr" Is TD :TE DO SDOtB Wt 50 IW YIELD j;M 0WM AND.90 ke TENSII;.E STR WrH * UHAL.L O.MPL.Y W/ FLORIDA BUILDING CODE. S" ATTACKED To 3MrAw PROPER' ANCODPAOE. TMS SHUTTER SHALL ONLY RE ATrArkIEO TD O' LBCN OR WOOD FRAME SFCTKM 24a �.. : 8. SOUS To BE ASTM A-307 GALVANM STEEL OR AID 304 SERIES STAINLESS STEEL, VAIN 36 ksi NfNdMUAB- YILO - STROAM4. %D. EACH REGULAR STORM PANEL WITH LENCMs OWR B'-S THROUGH 12'-4`, AS PEn SECR(IL5 & & R & 1O AIN.' ALTERNAlitiFS BYd. 7 ANCitORS TD WALL. Sktddi R£ As FOLI..OYIS tWF & T ON SHEETS 5, 6 & 12 AMPPECMUY: SHALL HAVE A LEGIBLE AND READILY VLSrrJLE tMRONG 05MUCi1M0 OWNER OR TEMW TO SECURE PANELS WITH APPLICAIRE REINFORCEMENT DLSiSM PERIODS OF. HURRICANE WARMING. (A) T4 .i".OSi8E0...Cflt#7SE'LE.� 11, THE INST' IS TO SFAi%iAULK ALL. SHIMER EDGES NMCM REMAIN iM : CONTACT W"T - 41A TAPCCN ANCHORS AS MANUFACTURED BY I.TIV, BVa=. IWC Chin. f.*$IQ ;,sL) THE INAtLDWO V. PREVENT WING/RAN WRUSION. - 1/4' # - 7/8r CALK-M ANCHORS, A5 NANLFADTURED BY DEV"T M, (MEd. VC-3001) ps.l.) - %/41'0 . 3/4' SOLID -SET ANCHORS, AS olsivRIUMEU sT ALL Pow smw, BOLT & SPECIALTY CO, T2. STORM PAHM INSTALLATION SKNLL COMPLY WITH SPECS INDICATEDINTFGS DRAWeNO PLUS ANY-WLDIND 00 ZONING AEGUIXIONS (Mkt, r—Sm P...Q PROVIDED BY THE JUSi(,^aDMON WHERE PERMIT IS APPLIED TO. - EMI. PANDANTE FEMALE R3 & PNLTIMAIE PLUS :AMCH $, AS MANUFAA.iUREb BY F1CO CON57RUC'RON T3, Cn} TTRS PRODUCT' efts TION {P.E.O:} PREPARED OT THIS CHOW-" 15 GENERIC AND OCES NOT PROVIDE INFORMATION (fiYti, rr33sO P.a.%} FOR A. .r.TCE SPECIFIC Pt'CT; tq. WHERE THE 51rE COMMONS LM1tMTE FROM THE P,E.O - 1/A'IF Cf 1AP-OWP ANCHOM AS MANUFACTURED BY TAU-FASt 9POPA710N (f*-3806 Wee.) - AA) WMt IUM DAREDNENT OF TAPCON ANCHORS INTO POURER CONCRETE SHALL. DE 1 3/4'; 2' FOR PANaWTE FEMALE (11) CONTRACTOR TO DIE RESPOF.T SM FOR THE Ste. PURCHASE AND gLFAUAT10N INCLUDING UFE SAFETY OF THIS PRODUCT RASED ON THIS P.E.O, PRONDEC HE/SHE DOES NOT DEVMTE FROM THE COMMONS DETAXED ON THIS O DCUI ENT.. St AND PANt:MALTE PLUS AND T T/#" FOR CF T71P--SRfP NiDHIDRS. ODNSTRUCTIDN SAFETY AT SITE E THE CONTRACTOR'S RESPONSIBILITY, A2) CALK -IN & ItOUO-SET ANCHORS SHALL RE EMBEDDED 7/8' MO THE POURED CONCRETE, NO ENOWNI INTO (d) THIS PRODUCT WALUA'DON DOMWENT MU 8E CONSIDERED INVAU0 IF MOINIED. ' STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED S{fAk1. � 1 I/2r LOW WAOAUW WOULD SrUCC0 MST, NO 1" ULi NO O MAY N d MINIM FOR WAILS WITH STUCCO. RE HEADED SCREWS DR Ati THREADED SCREWS W/O MEAD. C) SBE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA RECISTEREVI ENGINEER OR ARCHITECT WHICH WILL SECOME TW 8UT WITH WINO $Wa, ENGINEER OF RECORD (E.O.R) FOR THE PROACT AND WHO WU BE RESPQNSLBLE FOR THE LESS PROPER 1LSE OF' THE P.E.b. OF RECORD, AOiTi1VVG AS A Ofl.EGATiD EtFOR FR E A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PUNTS, PAVERS, STUCCO OR WOOD SOARDS 5E FOUND ON THE. PLEA. ENGRFEiR, SHALL St1&AIT Th. Tti15 LAITER'Mi SPiE s'PEGCFIQ S-FOR REvlEW: MSMM WALL OR FLOW MYCHOn WALL SE LONG ENERR TO ,MLAW THE wits Svlcrt RE BE"" SUCH PANELS. ANCHORAGE SHALL BE AS 4DITIONED IN AA) AND 44 A.2), 4) THIS P.EO, SHALL SEAR THE WE. AND ORIGINAL... SEAL AND SIGNATURE OF THE. PROFTSWIVIL 04mwm or RECORD THAT M (@} g„mnNrt 1 =+„ r ^O; SHUTTER MANUFAC PER'S LABF,L. SHALL TIE LOCATED ON A READLY )4SIME LOCATION AT STORM - I/4` # TAPODrI ANCHORS As MANUFACTURES/ BY t. T. W. BUILT,Edt, INC. PANEL SHUTTER D4 C T7OO O CODE. ONE TP FL.WR" - S/4' # is 7/8' CALK-W ANCHORS,.: AS MANUFACTURED DY WAM:T INC, (MIN.- # a $500 P. L) MOLL FOR ENI LASSRO* HEF1. G SECTION X EVERY OPEFhHS UBE'UIM. T9 COMPLY WiM SEGflOM 1709,8.2 OF THE - 1/4'S 3/+' SOE1D•�SET ANCHORS, AS DY MA. POINT SCREW, SOLT. & SPECIALTY CO. FI,OfUDR OUfIP MSG CODE- (MIT, rc.Hi85l0 P,a,i,} TFIYS SMU:L. ONLY SE USELT TO j#4 10 PMELNATE FEMALE UT AN$ P NEINAW P1.Lt5 ANCHORS, As MANUFACTURED BY E= CONSIRIUMON PRODUCTS (IOW r_2b71TL71U4lHLNH!> L�rAiti PEBW€S 8L TFE STATE OF FLt1R86A 1/+ a Off' TAP -TIP ANCHORS AS MARMACtLRED BY TRU-FAST CORPMTION • i�'{'� A'V� - �'` 6.0 MINIMUM EtAREDAWOF TAPCON:ANCHTIRS, SUCTI PANEIRHATES AND CF TAP -•GRIP AMCHOR,. INTO T%•x' tlC FiORN9A: 9LPrL01N0 .0riQE iN h. Yaloci Hurricane tons •,; SLOC.N UNIT StAU 8E t 1/4'.. �+` • ' .2m WEM W_ `• ACT. •" 20 GAGE GALVAWIED STEEL STORM PANEL, Q 1 82) CALK-1N & SOLID -SET ANCHORS STALL FIE I 7/8r MID THE BLOCK UND. NO .. 1MTo STUCCO WALL BE PERSTTED, 1/4` a-20 SCREWS USETT SHALL BE 1 I/2' LONG MNIMUM 5H0--�;..w EXIS'AND I- WO" FOR WALLS WITH NO STUCCO. „w '>,..1A"'; '""-"' "" GLORAL PROTECtION PRODUCTS, U.C. 8T .q L> S7AT :OF`•% TAFC. 4#70 s.W. a, T �D"•. JwF M4[ n W 4 20-176 OR Ui~ ") Y,w4a Fft (904RIN •'-Sb -wsxrst-Mri r �'`/O7fA A O4Tr A#nusrT4 1 P a4 . - SPOT or • ., L "• "t r s -_ r; ► ;'fit. s � - SCa:E-318^r SCAE 3/BmT rAsrAiY� tSEE SC OLLe ON SHEETS & 9) TRTN tiF RFY"'TIDNS: - T & ROTTOM NGS CAN BE COMBINED IN ANY WAY TO SLIT ANY WSTALLATTON, "aCwjl�:4 4 :1 (1) 2"XZ! C 4e ALUMINUM ANGL#c & PANELS 00 W 430ADD COW. I �E11t! 11IE1N t1ifA, �,®n ROUNM CORNER .0 ENDS OF RANSILS TiLFEco i1W_ Till TESTING G ENGINEERING COMPANY ..-..s..._..-..- WALTE€A. TlG..L...1._Ttilt . SRI'&� ._.._ t tIf acji:coln ITur,r u PROD T ,uM,+a, o.4Ald7 UC MALUATI ^ N REPORT' REPORT NO,; 2047,27,02` DATE: July 27, 2020' PRODUCT ' CATEGORY: Shutters'. PRODUCT SUB -CATEGORY: storm Panels PRODUCT UC NAME. 24 GAGE GALVANIZED ' STEEL STORM OTT, PANEL MANUFACTUREGlobal FrollactiOtILEM1110talU& 4800 S.W. 51 Street Davis, Florida 33314 PURPOSE O UATIQN: �P E E This rsaProd uct Evaluation' Report Issued b Waiter A. Tillit Jr. R.E. S tam p Y ;� Jr., { y I *19 D 06 to the Global Protection Product LLC' Rule } s, , u Ti Chapter No. &1 G20-3., Method t d of the Florida Department of BusMes's and Praftssionaf fteguiation. This product is ben Issued an Evau ti Repra s dssqribed herein, , and has:: been verified f r li n veil o comp a ce in accordance with`the 2024 Seventh Edition of the Florida Build n9God`e and Lot verif y that the product isfatthe purpose intended at least equivalent tcI requited by the Code.:. This Product Evaluation Report shall be ;rt subject to review and revision in case of a a Building, Code change that may affect its limitations and conditions EVIDENCE 511.10M IT7ED V 1. PRODUCT EVALUATION DOCUMENT tP'E.b Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL*, beets 1 thru 1$ of 18 prepared by Tiiteca, ins; signed and sealed by WaiterA. Tillit, Jr., P.E„ dated 07f2712020• This drawing is an int+e�\ra,#t i�?dr��s: Evaluation Report. *�'` t4167 _ y dam, STATE OFu 6353 AI,W. 36th Street, Suite 305; MiamL Florida 33166 - Phone. (305) 871-15r9{ +fEkgtpj3g d`1-I531 Y/A%NHYrlIr %1T411 r .*111 W&Wt _ yA W : . • ILZ .125"Sa 5 ETEG+ SS STUD7s0'•^q iO U4GLE se TO ANCLf • _._ 1.364 - ,_ 1,544".. SEE j f j 4EiM4 I OE # _1 7 f & € A i....a.._......_.«,._.,._..S,r.;Mia,. � 3 1.,.-}.SOD".,.. € i.....T•'S00"-+I END UP W/ EDGE. ,4 ■ 2 is IfEAOER 3 },L,., $ 4ANGLE q� "yitrfii STUD AN= my HEY=STUD H EDGE 1Ww4".Q96.374" Am• ...:790`1 ILO,. SG4..`—�pl�111,'111 .128'.825" .375' d r_ 2"i0•.W,Ll+ #�#INVITiTEDA350" 1.611"» RO6Y 1.81r t,053` It , 1 . 60' 1 x ,9sr , t , K AGES YWASHER QW ;ORS' OALVANIZ@ L :_R _ L-i"r 75' TM, 4P PANEL i2 T15'rs" WI UT am ALEAM Aa:1rMNATnux, UK M Yf/OUT W/ AWWRIA. On OR NlOft PLAT . . r 4 9} '-j- ArK + TRAGit (2) EIALAAM "WINFIRINAAA t�ra:ti ii#D No, 44167 E.O. 44 tSEE 5GF1 D= ON stIEETs a aL S) : R' Y 4 4 *` F 1 Il It- i, T -,.. � Illi#! Bs7ESM®Br>�Is71NSMRBNCli '74' I tPL�NI•! eA� Sf,ALE 3fi8+T'. r PR4raU xy.Ai i:AndN REPS)RT Nn x�-= U2: �� z 2.2, TEST REP{JRTS: Large missile Impact load t sts were performed underSSTD 12 9g standard' as par section r' a 16091.2 of the Florida CE�de. Uniform r tJ nn static foods as 'r p g pe Section 9 709.8.3 r - Se STM E 33 Test reports 9 n , per �+ 4 ep its prepared byAmedca Testing LaFlorida,- b of South F! Report 0$14.01 01 dated 03t11/Q2witnessed by William R. Mehner P.E. Bon oroz ~. z � M_.._v.. P.E. and Henry Ha#kem,, P.E. and Report No--- ass is a Lar � p d , P.E. and Henry Hattam, P.E. Large missile impact and cyclic loadings par Protocols ocols TAS 201 &213 as per_sectio n '3091.2 of the Florida Building Cade, Test sport prepared by American Testing Lab of South Florida; ,s o 2 Report No. 11 3,01-10 dated Novem er 3 tl signed d b 2 201 sr d an sealed b Julirs. E. D I P.E..9 a y _ Gonzalez, Tensile to re o. CM-1'- test report N 9 GMetallurgical," 1 98 t1G nc. dated March 13 2at)g Po Y, signed andsealed , F a k: at E r: 9by r n Gr e, P, „ as per ASTM E-S and Tensile Test as per 00 Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaclofarto, P.E. as per rASTM E-8: 2 —GTE RUCTU I.110NEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchorspacing vs -design wind load and panel length h ass on ratIonalan El comparative ative analysis, Ehd in accordance with section 1604 of h the FloridaF IOrida Build.mg Code. Calculations prepared by Tilteca; [no., deed 5I Gan c t 1211 1 08f 1 forth' revision), signed d 27f 3 is n s ed and sealed b Walter _ n +s tl to { } 9 . Y A. Tiilit, Jr., P.E. 3 MISAILE IMPACT RES1_STAN Latta missile Impact under section 16 69.1.2 of the Florida Building Code, asper SSTD 12- 9 S n a an AS 01 9 to d rd d T 2 I NNQ1QMf RMSTANCE., 24 Gage Galvanized Steel Storm Panel has been verified t Sustain i iT a sus sin wind pressures. Maximum panel length shall be as indicated on shoots 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P E.D.), drawing No. 20-175. Maximum Anchor Spacing sh`aII be as i ted on shoots 6, 9, 14, 11, thru 15 and 18 of 18, of Product Evaluation Document cTcument {P.E.D, , drawing No. 20-175: , ) 9 24 Gage Galvanized Steel Storm Panel has been verified for cads compliance to work as a non -porous storm shutter assembly, as per SSTD 1299 Standard, AAaAALaTtLl�rrl)+,rrrq, lrL q67 p + T. 11/4, 2/4. 3/4, 4/4. s/a, 7/5, Iw/t0, 2w/10, 3W/10. 4W/10, 5W/10, 8w/11 & "iw/11 ._ _AWHORS: FOR CONCRETE SEE SCHEDULE ON SHEET*.,` S At FOR WOOD SERE SECTIONS ON SHEETS 10 @ 11 a *...,.7 2/4. 3/4, 4/4, 5/5. 7/5, D. 2W/10..5w/to, 4w/10, 0. 6wf i t di 7W/11 PRnni1C'P RVAi.rIAT1r1N RE URTn0..20=0727.02 � 3 S INSTALLATION: nstallat n shall eperformed rictf in i io s I bStrictly accordance with t i to o a a_ det f sa d ca d _n Y � . n sheets 3 thru t S 12 thru 18' of 18 of Product Evaluation um ,Document (P.E.D,); drawing No. 20=175. Minimum separation a lass a n # s It be as'in Ica P 9 ha indicated on sheets 3 6 3' 14 15 1 1 6 and 18 of 13, of Product Evaluation Document (P,E.b.), drawing Nu. 20-176. TE G A CT 1 �. H SAD PEC1F NS~ MA._ --....FIB ST ICATIO Shall be strictly in accordance with General Notes and Components indicated on sheet 1 n 2 of f Product and 18, o P ❑ uct Evaluation Document (P,E.D,)e slrawtng Na, 120.175. An if n chors Dec teati o s she I be as tntllcated on sheet 1 of 18, of Product Evalu ation Document (P.E.D:), drawing No. 20=175: N tMiTATI{)„ AND Ct3NDI LIONS QF USE• 7.1. Shall be strictly in co m p lianice wi#tr General Notes No. 1 8 thru 14 indicated on sheet 1 of 18 of Product Evaluation' Document{ P.E.D.}, drawing No• 20-17E Tilt b eco Inc. signed a sealed , c and i d b Wal#erA, Tillfl Jr: P.E. prepared : Y g Y ,, 7 2 l . Prod' uai shall not be Installed within HIGH VELOCITY HURRICANE ZONES alsdefined on sebtian 1820,2 of the Florida Building Code, 7.3. Product h s c shall unit' be Installed !ed Into poured concrete, concrete block, and wood frame structures. fr tru Pr oduct Evaluation Report prepared by Waiter A. Tlilit, Jr:, P,E, (Florida License No.44167), President of Trfteco, Inc. (Florida GA- 0008719)4 N RFcuLaR T Firs M PANEL A ELEVATION N.T.S. 2.67' 1/4"M., GAP (NIM Oft-1 18#7LE —EY). l i H �• Tit i ; {C. I OiSrANDE lF MR �'rM�INATI4N 4r 54`rr*t%H1xiS: {SEE Si RE.OULE OM TOP & -BOTTOM MOLNFINGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 44167 iWw 10 SCINIM P. W' 20 GAGE GALVAtI= STEEL STORM PANEL srowF GLOBAL PR#3TECTK44M$�9N PRODUCTS, U.C. W fWN4 FGe=4 : A aASOM. a aA,w wlrxe: cae+uWH-To4s. FAe cwksea:-sett 20-1 i5 OF V ANCHOM FOR CONCRETE SEE SCHEDULE ON SHEET 9._-_��_�.,_„i FOR WOOD SEE SECTIONS QN SHEET 12 i �r I tii IA 3k*,rr ( ELEVATION ' 1 I SCALE 3/3V-31 1/4 MAx GAP i ,,r p+M O,tJdAP .1 it; i.�... ZizI ON 1/4" MAX', - vxerc OR C7tD7 A -A tixA�,l 9LDOR SCALE -V..-1K O N Cn —Cu O V Ld) ty N 2 C:L CD C O O L • - M -&-+ -0 0- -r-+ W V O s_ C2 L O Qi ?� Co O CCf O M-r-� •— cn (1) !✓ ty CL5 O L CD- -C-rr--e (6 �+O - C 1 tI` O M t: c V m X LL. Q. j (D (C 0 - _ °= Q C < O bi♦� Y_ > U 3: /N� tA/ ii U N N 3 > > tT O .� W (D > M C 00 L) _A 'W • 3 Q� CO O U o 1..1.E 'W'^^ v! W Q Z Z Q J d SHEET NO, SH 1.0 a +r wa91 »4 ,.3 DI WA D B MOUNTING INSTALLA. 10N FOR SPIIT' PANELS � 1 • {rya 7aP liNa} MAIM 7 a HUT, 1' C WPM IAAOD[ I P t/,P aw Be",.RAN 1/4.: 1' y ,iL14 L 1 I 1�t. PE,4'.l,eP94 IM,O t' r3�" r3M�.6u0 r OL Yr 3 INlel00 4101E N PW1TeK Iflaala • �. � 1 ,•a niU� xI42 a9A Y� L%�70P2b�ifOM) 1fY. :L da• ♦ rt g SCALE iJ4'-1* � 1ii`AL,E 7t4`-1 (M.. O3INOLN,CNI MULLION Cf•urntuE a As) m4 ''ka, gp F'OR AS.A PNESSEIIE IbTINC « DIP O al. -7L0 .t PAINt1.E+ SECTION 1 omem BGME 3ja-.7' NOTE: MULLWN CAN ALSG BE INSIAtN,E#) M/0 SIM PANELS ON TOP OR BILLION So TINT Ir M LOCATEC AT TOP OR BOTTOM OF OPENING. (wE PANEL DFE}IN6 WI TUBE To k BO77TA0 Hex. WAUON.. SPAN (FL) " REQUIRED W. TUBE mmum +. 4-G' TO 7'-e• 2' x e x. t/8• i 6•-0' TO > e•-tw Ta a'-o' z' x $' % its• SPLIT ST E El MXILt1UM A.S.D. DESIJN PRESSURE RAn (c s.ffl) AND CORRESPONDING MAXIMUM PANEL L,FA#�TI:I "V- SCHEDULE C3" MKY FL1R 3 RL9fAl1A770NS AS PER SECTIUM I THRU 10. ON SHEETS 4, 5 AM 6)rdw MAXIMUM AAA • Si N/ 1/4'4-W* SS: NS, 81VNOW :AT COW a N01,0AOlr O' pAND- DESIGN PRESSURE RaNg (".0 AND CORRESPONISHO MAXIMUKAMOR SPACING SCHEDULE FOR REGULAR _NORM PANES & �1..lM�T.E►I I I!~IQ f"IiIONG_SRS�ICRUE A COMM BLOCK UiGTURES 0010 MY FOR PANELS & @.a1SOUJAIMIS- AS PER SW"MS 1 IsM 7. ON SHEETS 4 A 5)API'LlcAlax A UU To ' s$P V\GE�1F s` FLORIDA BUILDING CODE h Ys41c , Nurrtcane Zone = ` No. #167 =g¢ esme n Ism _ '*: :*I A, 20 GAGE GALVANIZED STEEL STORM PANELS N ss 1ENEC- GLOBAL PROTECTION PRODUCTS. LLC $1 (I}P• �9,5,y1S�1J1•. 4NOp a.E St SIAEET' a - mww TL 333,{ ....• y � aE ah R Svc iN� MNWA1 iaXkw a 3'nCe 1$MXE' (sei)s!e-7SW EA'f (NNJaQA-a147' asne,f>9k 6elYa. rY<aih�:m-,Ap, 20-176 �t'•FN 1 "-z/NN l,aN+ToJeurTE Ast. xulll,lN. AK awM ganW a4 7�. .E. rPf� TAlaaTr _ _ a. 19 , agEET a oT 2a fAOaAAI AS.0. Ilex. LaNani m � QON�aNIDH e � � +ss.a -72D r-s• rM LESS 2 tt+• urmoLTEo 7 77an, s e 7 -72A )7'-9` m Y-6' NAFx. P 3/i' 7p6IX.7m t 7NNU D 3 7 +ssn; -72D >e'-a` ro 7,•-z' um,. 2 tlz ` a +,3D, -4e�A 12'-4" OR L016 3 a�aiEi}F►aDo� #0 N/A%aalN DSO. OESNOr RATIW (p.ary YA1aNLa1 ANtirDRa APlCIND FoA ED. - 3 if2' •' - 5[Ct70lS � h AIf�N Ml4%aAA1 [ LENGnH 1' (a) T1M�/ O' NAP-4AIP WX.W nY$il:N€:HHLE O YxIBWTE ftA6 TC-CNaNNFA3E , ro CONCAEE to rzpcAE.tE m 4OIAYETE ro N7011LtETE $' NIA NIA N/A 6' bA/A A4AA r r WA N/A r r $` $" e" r t {eaROa) $• .NfA NIA N/A $• WA r N/A r N/A $ (�) +a4D, -72D $' WA N/A N/A $" kfA $' 1//A 8• N/A 2 (9TTrOM) r-r CR LESS r NIA N/A NJA $' WA $' N/A $' N/A � � 4 (>$� OR LESS $` 6" WA N/A r � S" r a' r 3{BDIToirD � N/A NIA N/A. $` NIA $" k/A $` N/A 7 (TOP) $" S. -NiA... N/A NIA $» r $' $" S' $' 4 3 7 {aOT7fA0 N/A 12 IJ2" $ t/4" 72 tf2` 6 1I4` $ ,f{• $ tI{" a t/{' 5 1I4' $-({ryp%@DiKW) . SHQia Itl k i l POR ANCH0118 1TPE ! 1MAGIn FOIL INSGILON3TB Rrm aapl ERNE 6LNOaNe- 9aEOlAE NNEWbE ANCIKM BY --: �.� 3FAmn 9HM2nNO1�SCHUDULE !K iNE IDlLdI1NO iN.ROPS. FOR ilea OiMTWN ro BE P�etE 5PAWIo $BNIEo 134zN0 ffnfal StWi NOT 114 NL� i,lel YWNRIM 1IPACa/3 AOrhTFD FOR. FAaN AMaIOR TIDE AT AI/:Ilapi {SWIG. � t/C� lI{9 1/4'+ tI44 i/iY IJ44 MAON4 a ar-as n+nNeE N'J1T-N aasfaEr IN Abaln Y/alla Owt 3 3 3 � 2 tII 3 ••aaesm4 fa.*.1. 3 3 3 3 3 3 ,n e1.Nr3 ox,elm ►Nm 03 3 s a ,n 3 rh 3 to Amrt 6a ITIIOIIQI R,�I - 31' MAXIMUM A.S.D. DESIGN PR925URE UJING (la-z.f.) AND CORRE29NDING MAXIMUM SPACING SCHEDULE FQR REGULAR STORM PANELS & IN AI � UIONS A CONCRETE BLOCK STRUCTURES INIQ EXiSTING CIA (VAUD ONLY FOR PAIIELS CIA G kbTALLAT10N3 AS PER SECTIONS 1 TNRU 10, ON SHEETS 4, 5 d 6) ANCHOR TO PAS :x LSti .... l(i a @ T ,.•• \jGEMs+F FLORIDA BUILDING CODE Nigh VelocityNurrlcone Zone * ' NO. 4*-' emo mice, ac 20 GAGE GALVANNZED STEEL STORM PANEL .S11L 'GCOLac.GLOBAAL PROTECTION PRODUCTS, LLC. WAR Br: m I ,� se.s,aT sET••PINIk. %'IRA�yy Him t►$4)"O-am °serH-,n, 20-176 a iRE✓DATE } mtc a: wur-. tsINN Aa rNMRko XM .axon 4 O % 1417aNAi - M4%apai $PA41rW iWt ED.. 3 1/2' " _ AS0. OF37GW iFyOFiN. Cf TAP-alaP Ctilc-W PANEiM[tE F{YHE q PANFIAIATE PWS SBW �7 ° FtAtuK+ (par.) To eorNc#tE m rnlfC(EiE anal m CONCRETE m coxcaerc IHIDCK m caatENE m i,Y7�,1E >KacN ro CONCRETE ro COtICPETE tAOTx ro coNcaEtE m CONCRETE aLDCN To rxxuRElE ro CONCRETE Lv.azt tea+ of TtEN LVW,H t 8' NJA N/A N/A S. N/A B' N/A 8' N/A N/A N/A 1 (TOP) 6" $" N/A N/A B" 8' B* N/A N/A t {BOtTOM) 6" N/A N/A N/A 6" NJA..... 6" N/A e" NJA N/A N/A 2 (TOP) 8" NIA -.. N/A N/A d" NjA -. 5` N/A 5' N/A N/A N/A .NJA 2 (8(71'fOM) SS.S, 72.0 d" NfA.. -. N/A N/A S. NjA: e' N/A 8" N/A N/A 3 de 4 (TOP). TO 8'-8" OR LESS 4' k/A N/A B• 8` 6' 8' 8' 6' .NfA N/A 3 (BOT(OM) a` N/A NIA N/A 6•. N/A 8'. N/A B' N/A N/A N/A 7(t�). $` -.4" N/A N/A 8'. 6" 8" 8" 8' 6" N/A N/A 4.k 7 (BOTTOM) N/A N/A 12 7/2• B 1J4` 12 1J2" 6 T/4' 6 1j4' 8 1J4' 6 1/4' 6 1/4" NJA N/A 5 (TOP/BOTtOM) 50.0• -53.3 N/A N/A 12 if2' 8 /J4• }2 i/2' 6 T/4• 6 t/4• 6 T/4' B 7/4• 8 }/4' N/A N/A 8 QOP/BOTTOM) 8'-8' TO i1'-2' 55.6, -72.D N/A N/A 6 1/4" N/A 6 1/4' N/A B 1/4' 8 I/4• 6 if4` B 1/4' N/A N/A 8 (TOP/BOTf01A) '-8' TO 11'-2' NjA NJA N/A N/A N/A N/A NIA N/A 8 1/4' 8 1/4' 8 i/4' 8 1/4' B. 9, f0 (TOP) � -48.0 6' 4" N/A N/A N/A N/A N/A N/A 8' 6" Ni 7/4' 8 (BOTTOM) OR LESS 6' 4' N/A N/A N/A N/A N/A N/A 8' B' 6 If4` Ale 9(BOTTOM) t2'-4' OR LESS N/AjAN/AN/A NfA fRN/A 8 }/4• $if{8 i0 (BOTTOM) SEE SNEE(S /0. t1 AND 72 FOA AA%;ilDR5 T57rc ! SPICING FOR RSTI4IAIOINS MfTO. 1,000 FTMME BURpNO MNIENN A/7aWN SPACINGS AND 4aaitUN E&E DGfANCE A� WOICAT£D ON T/,6 SCHEDULE. FOR ED. tJBM IMAM INNU'l7FA Oi SCMEOULE ANCHOR SPACMW aY MW.OPLYRn SPACNG SHOWN ON SCHEDULE or THE tTk1ONNC FACTORS. FQN 1ra8 OPk7f7iTIOFF m fE POSSTM.E. NECUCkO SP/gNC OBTANED tMItO FACTOR S,NLL NDT EE LEAS 71VN IMWIUN/ SPAOadO affi{'AT79 TOR EACH ANCHOR Tti1Ni AT ANCeNOIffi t£6FIn. �� TI}H 1/44 1I44 iJ4'I 1/4S tf4'e lJi's TIA11tN LF 7M-.oP fEIINE D GNr-el 301N-&T w, a1aaR rAN3NNG G'i1 3 > > 3 2,/1 3 • N:D.AI,N met 1IetA Pi) 3 s 3 ,/s 3 to 3 ,n ALOIeL id �R 0.6a1tg1 i AC T O R INSTALLATION DEBILS FOR REGULAR PANELS ID A v; La w s/r LnNc eaAaa MeaoG w/ INSTALLATION DETAILS FOR REGULAR PANELS C� tlt 1A INSTALLATION DETAILS �'QR REGULAR PANELS(I A 0 INTO EXISTING W9QD SIR CTURES 1/4 a 2W2' SS. MS:! a I e:C. FWf XtSTING WOOD STRUCTURES RUCTURES 0-riivr ow PVASU.ost LoLoomll UP TO oER .. Tp/L4us 1dL�XISTiNG WOOD STRUCTURES �- IL�I -F t Kpt LMKm S LW m 7T R Amu aR , 0 lag to A4Ia ---^-- a Q WITH , 1/2" Ian. TNkFALEO 0 w aNNMis e r PL. ..-� : e/a,e x41 P�tTKaP TO IE/i0in FORA AIL L€AIOiH1S RA S '- „. �. 14-..1a Finfil ATE'PLUS ",. }4-10 P/NEL ATE. PWS -10 PANEUIRTE PLUS " �blNwTe,4APlaapr+ 9`:rNaw t/A ,A4SaEsa:ea`ea / , 41.1x0'pCK • r 46 tJfY w mHa e C os. R/ a assa NeutL,t _„-.�. : t " .., / O:C- W/ 1 7/0, ,"�i a I/ A• D.G . i 11AEo LED PEKTRA7K)N TO % THMEAO[iT PE{iE7}F4TRiFi m TrOQb PENEMTI(w m A/apVtli lIJ AAD +x�gNNl: J W�I6 t Y4 t Eir AU, v HEADER ��, �' ExIsma WOOD REAM 6wI'. NiAGEN + . i TY 't aw gaL _ 1 S , ;,� AS .. :...-.-. , .- ,ate , ,.. .. �p-_i'- 1 F t • , n&"�tlt�ac +1v � '� EQ ` '�I� ,. i �,.__..�..( ��I1 ,"--""-'-_____,.-� { ,.a.� EQ ( EQ \ T 't 7 � ... C»� PI , �„ e ! r ,,._`� iAfyap� eas 1 i g •� EQ ED l i EtBrc snD e ` - - i I alRv inn • I j aBir anW • 71 ! - .. W1atPDe�r. H I'I •'t MIL. ' i 1 _ f t noon Nit l �I . E wow aEN.o i �EADER' \ ; Cel per' °V' i sea a as as aAas 1 A N.Ni. [ i i N� N[OIRIm�� t w a age 1 �0N I 2y5 tD v •`•<6 " Lj W Deli. 1 y ii E - WEE �a1HpE ai i ezi WaStNE am , 9FE 8a1WAE ON ' ` M ow a s SHEET a " sMiT e I V ICI,Na,, 1 € 7 1g FOR V. 1 ; TOR Mi saw w6M ; " i'OR Ian. SFPNIIHGN j LD -� i WALL MOUNT Mi tF L ALT,�� IN ALTERNAME 2W ---- ro - 1-a` - New PANEL LENGTH -- m ,-- NP PA3lEt tagi)+ ---ro ._.__ t _,. Mm,, PANT. LENGTH :� • co TION ALTERNATIVE 3W T Jt SCALE 3I9"1` SCALE s/a•,' .9i FOOD (SEE NOTE 1 4Y 20a s5 (SEE NOTE 1) , ro-AYi Q Ii'Ie�I.i�SCNE: 1 4` . t• r salt yy suas,i NJA w/ T/rsP ) ayJa�+sVMy/s, iSEE NQtE 1) L�L1. a 3 f NOai zsr ilea aft t �c a si32` wNa LAN ; Y ai o V _�...y� f E�i1Ff aX w i A`x 1 -.._ i • WERTOaERpP , 1 " EL LL,�-4i a e. J,�, ! ru Mi woes SCRAftim 5'aNeaui I 3 i SITE OR W. i or+ sFiisi a I i " ! /� t * AJIA4i S �7 #!A�' b i r L{.��. TO aL i 7 ' a 0 \ V AIR YTn: I wQ.tNia -- -r, s - _ .___ -/ BUILD -GILT MOUNTING wvs I r,. � ) i sez aac. r � � i INSTAIiATIOI(" Jy[7EMlNA1TNE 1Elam _ t i Eq EO sox j £ EQ ' i OF 9<" I i Of R" # e fff ! I W% MFX k t U) -C�i N(I It FLOG MOUNTI O WALL i EI_ NOUNTIN • I EQ _ i miT^ M N SrA�I R. -- �-�-- --- ,..,5 EQ - I _ _ 1 Ea <: � � ( � � .. � ( � _"'-'. j a f. NTM /NSidLI,A'tl4ti - ALTEINU E.AMI' INy"mM/s - ALTERNATME sW E, I i E I ,,, Ors3.Jy�• WALL -01i SECTION AT TOP IS LIMITED TO +65,5-07.0 MAX, WAM t e 1" 7 I 1/2 s " : " /YZ• d 1 (n INSIALLAWN - ALTER TIVE 2W ( / I EQ Td ; i 1. Y�� fm" ! /z oc. i EO ( t IaR i ' ui Q -.- A.S.D, DESIGN PRESSURE RATING) ` ; 'w- ;s (i NE,ASIEo Co.Qa t/r ac I - t2, � I Pt,/ mN s A + SCN.E Ile .• T' SCALE: I/e - 1 • i/i' i/9' LGNa 8RA45 9051aR i /P. ), �_ ' z1eN } ,J4'e-YW2. 9S. N.a. e a tI4• QC. } 1 i i 4 CON. Nvn ia3t e r a �- - !I , ! a ' ' i ,a LAG SCREWS I iir N ?y N f} it H'Dk PA118. tEMmNs UPms•-e` ANa a slap • a rR m 1 4, .I ,/P of ICE 1EMi1N4 LIP m a' -a' Now Y'xT' >iNE i€1 TIN p74-to PA6YlM7E FENCE D oR } )1 R2'x4' %A I t i i' r#-:o VAN€tMATE PLUS 2•zREOU ' 1- 't l I I[ � 2" PPEENETPATgN AT tNatwe PMptAIAtE ItHG ! t2 t/Y 0, C WITH , „•� 4 11,Y,Aa Some e r D;6 ♦/ i 6 1/4' Q.C. w 1 7 ,J/zz LFi tlWFJ1ED PQ�EtRxilat AT L 7N �-, tn' ib aPrexaa N mTERNA�11( u ALTERNATIVE 4W , l / /s MMWBM OF PLATE ` z� 6 z'.i',4ns mar tADI8T1, of om m mm KATE Hw z"x4• PLATa I e NWsami a RAre. spLE s/9.,' sc4E sJe.t' ! �' � t iM WIDTH OF PLIREADED ATE a t P 1/4-0 the SCIEws a "r: 1 `, ; �/ `V Ni LDWAS UP TO B-r ww. � ( t t �"5B'ngoa�suoct. w/ 1 j 7 ' u, A2 n1w MLp1® 1 _ ,1.. ' - r i TfiRFAOiQ 1 1P'Fj flR V. I I t f 1 W • Q..Q ANCH .MSEAUAMN AT MIDNIDTH OF PATE E �+' w mass ♦ r.a QL - NOTE : SHUTTER TRICKS ¢ - ALT OW SCALE 3/8-1* SCALE 3/a-r" - - SCALE US-1" SCALE 3/a-i" FLOOR /10tNNTNNQ ' ¢ >- INSTALLATION �MGMjT4ON 4AW 1, INSTALLATIONS FOR ALMRNAINES 6w, OW dt LOW ONLY VAUD FOR - o OypNININiN1rA,NIAA SCALE 1/{• « 1" > L Eli f WUINGS WITH A.S.O. DESIGN LOADS LIP TO +4&% -A6.0 Os.f. AND e�ey1i�1117nI1ITQNgyrAH ' � 4- Ij 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH X&M DESIGN L>MI55 .�•� A TH. ^�•••.�atr, PANEL'S LENGTH UP TO i2'-4` a*`,•�$.,;..,•. /j✓ Tj , • ., d "as 1. tHSTALEATIONS ARE ONLY VAUO- FOR BUILDINGS WITH A.S.O- DESIGN LOADS . EIy(. �" 2. FOR NEW woo0 FRAME CONSTRUCTION:: w00i7 ,AE,)eOERS TO BE SOUTHERN >;•: _ EN •. UP TO +SSS, -72.0 .1. AND PANEL'S LENGTH R TO E'-@". y . GENg •"' FLORi BUILDI G CODE NI h verooff a ne ne a - " 3 '• F : 1.• �G SF v OA N NUM a Za UP TO +55.5, 72.0 PSF AND PANELS LENGTH UP TO 6 B. ]�; !i� FlQR10A BUILDING COD€ Nf h voloo Nur loans Zone PINE V0. 2, W/ 5PECIFlC DENSITY D fA55 OR ETIUAI � FLORIDA BUILDING CODE N) h Haloci Nurctegns Zone 2. FOR NEW W000 FRAME NSTRUCTION: WOOD MEN@EIS 70 @E SOIRHERN 2. FOR NEW WOOD FRAME CONSTRUCTION: WtlOQ MEMBERS 70 BE SOUL'HERN s� • mma1A.TEca,an Fa, PINE N0. 2. Wj SPECIFIC OENSt'fiJ OF 0:55 OR ftNNAL. ., ems mtEOD. ec. F.P, - _ IRO. Fa: No. 4167 E 2O GAGE GALVANIZED STEEL STORM PANEL PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f10• - 20 GAGE GALVANIZED STEEL STORM PANEL FE)R cou TrrRt r>F scTwks: = NG• 4 6 * _ 2D GAGE GALVAIRM STEEL STORM PANEL DNeaN $ - DRAW W. � NT . OR"m TP: NGff BINA e Nggg FOR COMBINA7LON Of C=CTiONg: _ * : _ • ®��• /► If *T ""'aso TOP aA BOTTOM MOUNfTNtS CAN @€ 'Y•. 1L IE C O fNC. +'., IO I6Ec. GLOBAL PROTECtNN4 PRODUCTS. LLC. 07 #iT UFN S 7E iL�iA! PROTECTION PRODUCTS U.C. 017" NOTE Hem cGMeiNATmN sEcnDNs: Q SS E A GLOBAL PROTECTION PRODUCTS, I.I.C.Cc SIALLATI IN LINT wpY TD surr ANr r TOP k BOTTOM MOUNTINGS CAN @E y d •., FL 9P : • 'me 's' s1 • . fs _ Rt,�1 "` 1 L G {} 1 Ott: 4am SW, 6, INSTALLATION. d •., R14 - +ma $sr, si » A F R1 - • ANn 20-176 TOP & BOTTOM MOUNTINGS CAN BE i did ••..•: ,...; t axwANr ow. n- mia i A' .� ,utm a - ANx rNrt, n- aui4 COMBINED W ANY WAY TO SUIT td"!Y `4 :'' •• •• • J A,,, ax. e. r.�N - e4s,R.n 3Pm PlAIL: ta54H6a-Tssa, FAX (asa)dea-a7N 4° F ,aN 1ec a. r sA eweAe a4mN. n Wa n Mde Isx)eea-r,A4 FAx: @a4)60a-eP37 20-T76 4i° F$S:' ��1 ! iu.. aw m m. st wru Nma a a"P nee: (ess)e�- vAte C +Nm-em 20-176 �¢ Kum A 11U1T Nr., PIE INSTALLATION. HH1S'j'/Q AL - w4.. 04f. tA-$ooer79 4n ,wi - re. .N..w ra.r ..i owaero na CfMIBINED IN ANY WAY TO SUIT ALA' bAy ri�45'/ # wn . twat we -+ma . r : pat eN-,m a Awe. �o NIT °yH, N A w... iNg 4H-,m. r. ,tan m-»N ,s w .a,ee. sc r aaNms Nx °yIAIa Nalt1 SFM/WaOMEJ1kTa Nuns A tarn JrFLARM., P.E. ,r-,a _ INSTAI1ATiDN. NH - E. LRC/OAE I M M A TLLU F'., 11 PE m Ye-afIF - prir IINM L G-000671s - - 4RA Ia tr 90 r aai7 t, O' 1h m rate a w 9E[l ,z O 2t N p 0m N Q O .� c U ^2 a- c O O C 0 !� O Q� 0 M u- .� '� ^0.•t1 (W Q - C:)cu rr CONCRETE ANCHORS (SEE SCHUX" ON POIROT) a)Naa7E SPUTET 14) �1 D.C. haw i QF, r 5HOOT ,1 (In SC19DUtX ON NJPOfMED fir: r+vrrr/ fr.-rrsr ()jA�F:.^ grs.11.:r� IM�1nAlI0H) (SEE"E $09=1 01 .-^--E.O.----� WALL MOUNTING INSTALiAT[ON W aaLT „ ) �,I. AND _FLOOR MOUNTING INSiALLATiON - SECTION 1 6CA E sf6" - 1" - SECTION 2 SCALE: 3/8' - 7' NOTES ON cA4r1Y aNvau tutMF1-erc'rca 1tlS(y i ;�;. T. LIFE SAFETY STORK PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PNNLL OR AS AN KNTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN 040 PAREls).. UFE SAFELY PANELS MAY OR MAY NOT BE INVALLEO ADJACW TO REOLIiAR PANELS (Wj OR W/0 REG" TWKS:) 2. LIFE SAFEt`I PANEL CONSISTS OF D.039" GALVANIZED STEEL STORM PANEL AS PER COMPONENT SNEEE 2 OF DRAWING. Tfm PANEL TTSEU` TO BE REMITTED OR INSTALLED FROM THE INSIDE OF STRUCTURE LIFE SAFETY P B£OURES TOP TRACK TO BE COMPONENT @ & BOTTOM TRACK TO ;aLAaa►ittkTlt (AMPONEWT v INSTALLED WALL FLOOR MTHIS �KKIHTEtt FOLLOWING SECTIONS 7 Qe �,g,-V'p:••• 2 ON THIS SHEET,. AS WELL AS DETAILS I & 2 ON SHEET 14. r��:',GEN� 4. Ilk,. LENGTH FOR COMPONEM t)Ij 6 1S'. � Asm. ANCHOR SPACING PQR COMPONENT (I )ANCHORAGE AT BOTTOM US Gm ON SCHEDULES / h 2• SHEET 14. k : COMPONENT S6)1NY BE PERMANENT OR REMOVABLE. .N� Ale 5: SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BLALWNGS ON S� 15, C'+' 'Y•'•• y , ILA E SEE SWEET 4 FOR OETAPL APPLICABLE TO THE NECESSITY POR THE WALLATION OF G'I'y°FS�' QN SPACERS AT TRACKS INSTALLED ADJACA NT AND @CMOs) TO STUCGQ/WOOD BAHOS, IAAINN NM a�.>tra..a. �rwrNa.ar�aarwr� ■NM��>.Iri flil�lf���iN�����NllNlili�r�f �#��fBtBllrl•I!R W/O REGULAR TRACKS (SEE ,NOTE 1 BELOW) LAST FANEL it: TO BE INSTALLED AS SAfEtt UFE sl�vRiyi PNEL OPFNBIO SeNLL A�D'AYS BE PA'PIn� W REM NAN(KE m PAr3UTATE HL57 a' 9NIt7N0EO 70 WE ALLLED DR ROMD4M FROM NNSW ELEVATION SCALE 3/32"-7" 0- 1 e 1 * 1/4• MILL OAF II{Ia,r' t B SEE 1nTE , IANELS. Fu•• AT ETA p��gL1OgGILRk SEE ROTE ,) SECTION B-B SCALE 3/32--1• STUDS 4 It,21/ S) e ► ► i a.,: i : i !6'i . 1i Ile`.,. c t . •► .. _ t1 e. t,.e"..ei :31 •EL:i .M. is 1 - ALTERNATE a (12 0. G, 3• Tie. (CASE N) m 011i'll I - " N DASD. ISM _ N DASD. ISM _ CF W-W CALK-a1 FWAawTE Fmu 0 iV/iLMNE PLUS SEetIONS k NIAta1W FiIl1 m 7>mim To noMTO ro TO - ro m. PRE ro Ocil f2lATaN Low, vim Rain. 1. MOCK MOCK BLOaT Cosm - .MOCK elnat OF 11NFM V NIA N/A N/A 6" N/A B" N/A B" N/A 7 As 2 (TOP) 550. -72.0 S' 7` 9' S* 9' 9' 9* S* B` 9' t (BOTTOM) 5'-O' OR LESS B` N/A N/A N/A 6" N/A 8" N/A 6` N/A 1 Be 2 (TOP)`. +WIT -72.0 9' S' 9' B• 9" 7 T/2' B` 9" 9" B* 1 (BOTTOM) W-O` TO 7•-B• - 6` NjA NJA N/A B' N/A 6' WA 6• N/A 1 k 2 (TOP) t55.0 -72.Q 9` 7'-B' i0 4" g' LwR,NUN ASC. - ! tsars ! 3)d' Let i1Q11r wP K Ng16 T Wi a OILa ! 3' iM flal TOT OF-* APPLICAM,Eb&AN/ TO ANY SECTlCOMBIN71T10 OF THEM MAAMUM ANE1, LENGTH •L." (k.) T , _IN r +49.2 -51.5 3" 3` 4 " 4 1/2* 2 (BOTTOM) r-e` OR LESS +52.8 -66:0. ]• s" ?1 a' e 2 (BOTTOM) r-8. OR LESS +55.0 -72.0 2 I/2' , 2 1/2' 4• 3 1/2" 2 (BOTTOM) r-8" OR LESS 0 2 1/2' 2 1/2' N%A N/A 2 (BOTTOM) O NIA N/A 3" r' 2 (BOTTOM) Avr4aae ALA van1N ,rw PAriL LBNCIN '*N Ti , q r-r 2.4w SEE SHEET 15 FOR NCHORS 1TPE $ 6PN.TIW FOR INSTN3AWNS INTO WOW FRAME MRDOO, MROM ANCHOR SPN21Ki4 AA OMW Oft OSTOCE SHE I UCATIM ON yW4 SCIE UM FOR La. LESS I" room am SPAIEOM.E mm" 000 9PAGHi6 BF WATVM W SPACING mwN ON SCHEDULE BY THE fou.OINO FACfORa1 FOR THIS Opals!" m BE POSpME• mmm SACIC OBTAIED Lam FACTOR SHALL !LOT eE LESS Ism NORMARN WACiMO 00100m FOR 04" A CHOR TYPE AT MSNM i.som ANEtAt m 1/41 it4'a , 4i W0- OF TIPS OAIF4-N AOL Nam wom (h) } $ 3 3 2 1/2 *AtlaApe,ANCi 8n•) z 3 3 3 3 RA N4Y.1 WYiu fiat 3 3 3 in 31/2 4 xMIL tll. Old►E R1nwR 43 ADC INSTALLATION /4Y LAa sc Ins t e ac s� DETAILS FOR OPTION f 1 E!2R LIEF SAFETY NORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES 112 rs,' , tmm [ 1 I E °ciNr °u man"', - 707lz' , - a roc I I.[E NATIYI� 1 ALTE NjL ADVE 2 1/e' wn.. I ,I4'7IA1' M,aNaE o�ttalt%,�4 I x�skis ON� 1 i sFOED r Ea y ( Ea ./, 1 OR _ I � !(< I . WOW PLATE I`•. I, ; 'v, HOOD PLATE MUM u LIs S7MEmS ! r' i%R W/ t 1/2' 1 t 711�M£b P8"Ist, 10/t W/ /4-0-M P ss. e r aa. aR ALTE N IY FRAME CONDRIONS & ANCHOR LOCATIONS ,/4ro-2I PAELML1E nwN.E m NM 1E PRAWATE FILM a r O.C. N/ , ,/Y NK 48E}m. To BISIMO DODO AT E WQOD SOME: 3. - V PtATH Marc : s,AmEa TRAM NOT SIVO Fee CLAWrif WALj,. MOUNTING iN�j� T.A ION ALTERNATIVE 1 W sate 3/a' - Y rm>ts: ' 1,. aNSTAUATIONS ALE ONLY VALID FOR 9ULDMOS LOOM AGO. OE4GN Lr3Nas ta+ ro +SS,S, -72,6 Pa AIA DNEL'S LENGit1 UP ro W.W. 2 F'at NDI 'NOD@ FTtAME OONS,AUCIKIFO Ir000 NEMaERs 1O BE sOtm,TasN PIE NW.2,. ilI OEtEttl' W' O.$3 IXN EOWL.. FLORIDA W O Q U O Vi cW C Z Z Q J SHEET N0. SH 1.1 GU%f$ (SEE SECTIONS ON SHEETS 17 18. 19 t 20) A J Lai SCHEDULE)NGIN '--- ----ANCHORS (SEE SEC'TIOM ON SHEETS 17. 18, 19 @ OPTION #2 FOR LIFE SAFETY STORM EMEL�ELEVATION so" 3/1$--1' I/e Axx. w Bill 2AW ORO i it1Pt .t n-w WIEU. UFE SAFETY : -ram> s•:� �a .asa ....,•,tee - --� MAN. A-O'A1NsNJ �, _ SECTION A -A SCALE 3/tAr-I. MAXIMUM_ A.S.Q... DESIGN eRUSi RE WING (R s f) AND �A :CORR,E NlRlN, MAXIMUM PANEL LENGTH "L" SCHEDULE �s�� )CE�I, No. 44167 FLORIDA BUILDING CODE NI h YWaei Nu no Yana =.°�' . FlaR1a)`.. 64ct4 ' W. 20 GAGE GALVANIZED STEEL STORM PANEL a� BY ��� CLOW PROTECTION PRODUCTS, LLC. �."'/' * AR et S7RFE7 xe x,r TOA uFeawiUoa¢.0.-xNM I'MONDe t96f :S! Tart+t.af)c ci san, 20-174 Niarr. RI.,NP. A.:poa ah,rfl P6 96Nf5pUDUt4:1h17E. L"A•#I�T)A. FM r r ORVYPtO Nx faATER A T1MJf .k:. PE *. alA - &1lii ,e oY O �3' MCI. SA/i7. 4A/Il, Will. 1` MR7: tMA9/ib 7Aw/1/ t aAW/ffi I y36jif, )48/17, ITe/ib 3" MAX. �aWNfi9, 7aN/19 t 96Wfrbt t' MIN. a o a a a� I � f s�,�1' 6 R # 1WIt' !C I E PAN �' 11 i ••O�4IP-§ MAX, JA/17. M/t7. SA/1b _NM; N#t A41$fk RAW 6AW/f9, 7Aw/i9 ! MwjSO i6%T7^ 3•/1®. J" 49wff9. 7SpYff9 t ptUf?D r• M1N. INSTALLATION AdAXIMUM A.S.D. Mox. PANEL LENGTH RiTNIL1UFA SEPARATION PANEL DESIGN PRESSURE RATING {p.e:i.j L {ttJ (SEE SECTIONS) TO CUSS CONDITION +55.0, -72.0 3/4" UNBOLTED 2.000• D{;'1'AILS FOR OPTION ,92 FOR LSE SAFETY STORM PANEL SYSTEM .INTO EXISTING POURED C0_I+{CRETE OR CON&R,}�jJ BLOCj�ST�I CTURF 1/i' TAPCON AlKIKIRS ��s'TA.PCON ANCHORS , 4 TAPOON ANCifW6 t_j4' TMCON IYiGgR$ aa. • e s" O.C. ' �t/'9` oa. i[j -a_9• o.c. § OR CONCRETE � � CN WNCRE7E I EI (K q 9EDCK REOUIREWEW aLaCk REatiiRl9! .t �` aCK itE01MREi 1� •t 8k0aK RE0U9tEi� ,.(. I i i di 1lKR r- VIA � 1 tF16i ,p 1 aecx,a REQUIRED r � ))q ! a. TNASS I i i � GLASS OLA9S�'L._�..-.:L �E.pi 3/3?' WR10 NUT j 7 i x 3/82' TtRiG � 2• t 4'i-20x3f4'S.S. M- S. w/- 61 jt` i 4'h•20xJ/4"5.& M.S. w/ ' 4 #2 1j2" O.C. � p NIfT"WAStRR (19EYtl#1D) �a'ix3/3l. IYlKi NtlY lYASF1ER p ����2{ WINO 1dUT. WASHER tY i/?' O.C. (BEYOND) rrs" TAflCCN ANC#1gRS f f 1a#` TAPCON ANCIKMS �APCwOf4 !tKCIWf� fi1'4' D.C. "'� 4 6j4' D.C. to t9tvaoE+ao wj sroD) � (sTAm>�u w/ Bnw) � e 4 1/4r D.e. 6_ECt1RflT CatR;REfE � ___E0URE0 COHCREFE L PwIr�A CONCRETE i Aalx�If CONCRETE OR tE Bt�K - (Kt tANCRE7EBLOGK OR PF.WMRETE 8LaC1i txt CONCRETE BLOCK WALL IN{� N4STALIATION �YCSti�c� iY,l� 110UNT1NCNt INSTiL�ern�l WltL t YOLNT1tHIiN^�T t t i7lpN N a13 R.�IEi#1SEC�� 0"."i�IF,�._SA€iPANiL O ilk SAS i�ETV PPaUi€L SCA1F 3fa"=t` saatc Sts'�.a' scv:E 3fa"»s•. SCALE 3/9".fi" I klSHORT FOR & uT wl rf t ANIMM TAs... VPCW t �101,010"If ��llyMI MIN, FRNb 9OIAONJ. W. A nova" Ort ] '�ON. ............ .. +....; LaNRAi At7pICR t AIm :We114L7 EASE iNo, AAE w�w1Ed m, nls oax,xfwmr +• w. ; GaNSF."'• y S NOX" FUR EA LESS T11W PAICATEO ON 1raAW gb,xy yy ] FLORIDA BUILDING CODE h V•loerH Hu come Zons MUCTIKIING "cold sow 09 7ouaw fAe E ANA €A OM R 1 - :r 11t1. . * 5 mo7o nr . u c 20 OW GALVANIZED STEEL STORM PANELBy THE mrNK ar, FP. Opel ION TO K PALE. PEN#CED i 7/7" •.jT : •w. SPAas OBUM USM RLc" 9NAtL NOT .SL TE `"' /� CI DAL Pi fi7E$fil{Mt PRODUCTS. U.� aae� IN EACH ANCHOR1 � S' OHMU ��_ ,Jie '3' '. 0 i]�!P ails. S' ;OFF,•. Rl -a+ 33311EAE ` {}I �•yA••'tC, s. w atie. aw n, rt a,AF Pwoem tea4s#/m-7a1a, PAIu fPsl7we-em 20-176 �,V�.f N MM! oel�fb.lY. a{ IR!-{M,. .% AN 1wmm 1tK .•"N N S. ON9tgiE/a1#E pA- it tl44TFA A 9KLYY PE. 'T` - MnT 17 or ]4. POURED OR REQUIRED Mile we AN, BL AM CONCRETE CONCRETE INSTAL TIC ION AiLS FAR OPTION 2 FOR LIFE SAi ETY STORM PANEL SYSTEM INTO _ EXISTING POURED '#E 9NLEt ,! t ut FOR A� TAPE ! ANaup 1TP9 t!#+. 114� wtox V sPAcata roR wRtAlu7KxLT 9#ID ,xam LfM1 AIIWdwt w'.elNppx,# 7 S iFtALE AtIEDd10. 1wANLW,ATA'YIOR BPICII168 tan i4MMUM EbGE 9N1ANf.Y ARE NDKA7EU ON TteS xewl e,RANs Ilwtv)4 9ai ] ] ] 9CfEU1AE FOR E.O. IEEE 1fUi! B-mlGia oN SUaUME liBOtICE A,KHOR �ALvtO.ln 1pxiLCCYl1O BPIDdO ItICIM ON a.0.Ms1 AORIl.BA./a!E ax9•trk7 RICAIII BY t1W 1ULt0MKi fAC700.i: FOR Tige ,t1+ERaiD11 W ME iObS�E Iir 36 � - �xzNo omAala itselo F'IATdt slate tm- � tRB1E tl4w 1WWIMA 9PANH. G NpGTED FTIRFACN AHEAIOR 7riE ON TFYs.9CMEIXnc ,AO ,m N � � N U N N Q` � E Z Z w J WIL01 ENGAGE L ANCHORAGE FOwr R ANCHOR'S PANE INSTALLATION DETAiL�_•�'OR OPTION FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR 0�0� �,�FOa LIFE SAFETY STORM PANEL SYSTEM E`�NER14L v RS F_ l►ANe cTxT19AF P swrrF� INTO EXISTING WOOD STJ�i! T�URES INTO EXISTING WO¢b STRUCTURES e i. E-Z WAG STOR}6 PANEL SNDSw/ ON Tti1S PRODUCT EVALUATION DOCUMENT (F.E.D.) HAS BEEN VERIFIED FOR CDMPLLvICE M $.t) MINIMUM EMBEDMENT OF tAPCON ANCHORS AND PANELNATE FEMALE ID 81 PMkEtJAATE PLUS INTO CONCRETE A1;WR6AhK:E WIN Tt$ ?020 (7th EDOION) OF THE FLORIDA BUILDING COt�. t4LocK SHALL BE # 1J4'. ,• i ,• s r § ;,' ) � � � OE510N WWO LOADS SHALL BE OflOZt✓f3 AS PER SECF#DN T82O OF THE ABaVE MEN[tONED LADE. 8.2) MWtMVM ENBfaMENT # 1j4 e % 7/8"' CALK-W ANCHORS SHNL � 75 7/8" INTO CONCRETE, FOR A W7N6 SPEED AS REQUIRED BY THE-JL405O1CT#pN WHERE THESE SHVifERS � INSTALLED AND NO EMBEDMENT IFHO ANY flNL4N MATi7TNL SfNtt IBE PERLO7TED: � �;.'*+."'• . ,,,D�� � " ;�:. , :� � ,�•-" FOR A DIRECTWNALI7Y FACTOR Kdatr.aS, IPSINO ASCE 7-18 AND BNALI. NOT EXCEED THE MNRIdUM (AS.D.) 1/4' 0-80 53 SIDEWALK BOLTS USED SFMLd, BE LONG EIQOUGH(SHDUtD ANY FINISH MATERIAL E)4� TO .. ,✓'" +°' - •. OE53O47 PRESSVRE RATINGS INDICATED ON SHEETS 25 t 28. - r•t//."4y TAPCaN a !' a:C. r 4"i TAPCON a e`.O.C. 1//4•i rA1NxrN: a �' QQ '=a is 1JJ4 a TAaDf#N a a' OR. �fJ/7°d7JJTAg?PCOl1•a 8a.C� ,;. t j�j/TAPCON a 6' QC. IN ODDER TO VERIFY THE ABiYJE COND1Ti0N, ULTIMATE DESIGN WIND LOADS DETERMINED PER 1\SCE 7 18 Jj4 INTO A"dCHORS. / i "'-W- 7 , • MR#. rNRFJ�8E9 j �1 1 •. LdN. THNEiLED P +• ,• .,"i9/t tf?" MN. Tt9tEiNtED ,>' .1. '13/1 9J�+ MIN: itl✓7FAOi0 .: PFNk'iRM1T761M RT WOOtl ..., PEMEINAI�I AT WOOD SHALL 8E FIRST REDUCED TO A5.0. DESK:N W9i0 LOADS BY MULTIPLYING THEM -. 0.8 IN ORDER T �'` I ... PEKET71AtI0N A7 vI00p \ p�tw/aIDN AT WOOD BY 0 6.3) N'1 CASE THAT PRECAST STONE. OR PRECAST CONCREIF PANELS RE FOUND tttt THE E%lSI7NG WALL, / ` NPa1DER \ / frFAOlR j _ AT fNaD +l � Ar glge0 , t � HEADER HFAp4i1 TO COMPARE THESE wf MAX. (A5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS SHEETS 25 Q 28. ANCHORS SHN.L BE LONG ENOUGH TO REACH THE iAA1t4 STRUCTURE 8EN81D SUCH P7d�IS. eqI �j }r O SHALtj L 8E AS MENI1dED ttl B.i) AND 9I 8.2). fN txtDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. as TESTED WERE NOT OVER SIR65E0, A 33#t INCREASE -. i/2' 3 1/A• ! i+ 7!2' i/4- �} T/4• 1f#" r f#` IN ALLOWABLE STRESS 1wN0 LOADS WAS KM USED USED IN THEai ANALY�S. FASTENERS SPACING TO WOOD tff5 BEEN =' � M DETERMINED Bi ACODROANCE WITH N.O.S. 20,$. (C) ANCHORS SHALL BE WSTRLLEU FOLLOWVIG ALL � THE RECOMMENDATIONS AM SPECIFICATIONS OF 7,IE • j .': � -� t 2• } -; - P 2"� a' § i ���. / 2�1 � -,- � ��1 WOOD 1iEA0ER WAD HEADER STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE. RESISTANCE HAS BtiN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF MANUFACTURER. � - N § r RLT#UIRED f�UkREO THE ABOVE MENTIONED C0� A5 PER �."500N TESiWG LABORATORY. INC., REPORT � ?032. A5. 9�ROTOGDLS TA4-201, ti. IT SHALL BE THE RESPOt�utBRJTY OF THE CONTRA" TO VERIFY THTHE FROM OF STRUCTURE. aSTPIY E SOUNDNESS a6 THE STRUCTURE WliE1tE SHUTTER N �? � /� ttS-2O2 AND FAS-203. LS TO BE ATTACHED TO YNSURE PROPER N4CNORAGE. THIS SHUTTER S1lIJ1 ONLY � ATTACHED TO C<RICREIE, f7LaCK �i LL. a ., '�' �, i ° "_, , j r i " , r «..• "y. { I j i + (TR WOOD FRAME n;l#WINDS. I .. I .. , � ' r �•'s, � EE ..,,„- ,'. , � ' 1 '`•� ! { 1 2. THIS SY5)EM FtA�y.. BEEN DESKREO TO 8E INSTALLED ON THE O11TStOE. OF THE OPENING ACCESSING THE OPENING FROM THE •- L � � '.'`A; " ; A � i i s � ( I INSIDE W/d. THE V5E OF A IAODER OR tUFT. TtN,S APPUCATrON IS YAt10 iVL#LR4. M4STALdAT1077 6 INTENDED TO � PERfaRNED - . , i � ExsT%Ic w sFPAmTTn1l i I ' ; I � Ma. tKPNwox i ; f � � CONTACT WITH THE Blll2DWG i0 PREVENT WINDjRNN iN1NU5tOFl, Gi1lX AND SIX SHUTTER TRACKS ALL AROUND FUCi. N L Ly , DDP+TRAo SHUt1ER § i PANil IFF10nt CLASS AND tlOtIBiF HUNG STYLE wmroows WHEN INSTALLATK9I iS REQUIRED TO BE " - Room SERIES 1 WO INSTALLATION IS APPLICABLE TO SitlOtf 2 ALIATKIN OR IS TO SEAilCAULK fd.L COMPONENT EdG� YeHICH REMAIN IN CONTINUOUS � O T { {SEE NOTE i aF1OVO M a� tq P/d�l �� fi165 w ��. _ '4• imc i O�IRIG � R�7,FOItAi)E � PERFORMED FROM THE INSIDE OF STRUCTURE 13. STORM PANEL INSTALLATION SrULL COMPLY WITH SPECS INDICATED W THIS DRAWING PLUS ANY &II1091C AND ZONING S �F (5ff HOIE , BELOW) 1 REGULATIONS FRONDED !3Y THE JUR�CfifNl WHERE F'E�iIT t5 ADDLED TO. � Y IOSiV/G w xlRrAw,d t : .-J) PANlT. �NOiH D�191G Nw. Yf➢JA61,Gx i PANEL IENG'tH ibr "�€FAIbiBM i § 1' 1Am,. GU65 4. SERIES 2W0 INSTALLATION 6 APPLICABLE ro SINGLE AND DOUBLE HUNG AND HORIZONTAL SLcm 1 SITTING IDERS STYLE WINDOWS WHEN wt olAss -- ts� ta,E T i#i#Ah W � , ' -" Ott------ - i�E NcrE t BELOW) Ttt Max. r TABS I INSTALUII N IS t�t71RE0 ro BE PERFORMED FROM THE OF )#. ta1J55 tF75iDE STRVCTW2E. ATRIUM WINDOWS RTC. E - � (� 3aPA1.tE § i (>,Y� PANEL If7CTH PANEL LENGTH MO DOORS, 2 TWIG STOMA -PANEL SYSTEM'" tS PA:IXf PE�816. +-+ a � ,m 1/4'.-za�t• .. � aK s1az7 to i I t/4 �-zat'sraEr is) § (�E NOTE r BEtorr) t/#"r-2ox7• t� NOTE t ettoWy � t 3.5. M.S. _ S. ALL NAIMWUM E%7RUSIONS TO BE aa63-Ta ALLOW AND TEMPER. (UNLESS OTHERWISE NOTED) 75. (¢) THIS PRODUCT EVALUATION DOCUMENT (p.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE ; i I 7j8Y x 3)l2• i ; -� [ ' 7 . x 3/JR' ` ! a� INFORAUTK#k FLibt A SITE SPEC WHERE PRODECT: i.e. WHERE THE . SITE CONDITIONS DL1tATE FROM THE PIED. J/52' 8. ALL ALVMiNLRA SHEET ' METAL USED AT CLOSURE& SHALL HAVE 3105-Ht4 ALLOY. F�j a -C OP) CONTRACTOR TO BE RESPONSIBLE FOR THE SElEC1HtN, PURCHASE AND DIS7AI.Ll'BOH INCLUDING LIFE SAFETY OF ~••A �t 4`i 7 ) ' § I t 7. ALL sBEEL sI�EE METAL FANELs SMALL . HAVE STRUCTURAL QUALITY C� I t aka--•- , # .al, , � I 5TFA.., ASTtA A-7i53 GRADE SD MTn., GALVANIZED SfEE1 TN15 PRODUCT BASED ON THIS P.ED. PROVIDED HE/SHE DOES NOT DEMATE FROM THE CONDITIONS OEFAR•EO;iRi D.C. W/i 7J2 �.," DESIGNATION WfFy. 58.5 Ksi (AFTER ROLLED): THIS OOGUMENK, CONSTRUCTION SAFETY AT 'SITE 45. TtE CONFRAC70R°S < O •� (u Lll��n._ tt.�A JJJ i tak. �Pa�EmnnoN a B. ALL sct�ws ro BE s7aNLEss STEEL 304 OR J1a wsa sE'w2s OR coRRaSrora Rt315TAttT COATED cweoN srm As PER DIN {¢) THIS Patlaucr LvuuA� twcuMENr ww. � coreswERw mvAuO •' MopF�, o' � N � i MKINIORI OF 50018 W/ 50 kxi YIELD STRENGTH AND Sit RAT TENSILE STRENGTH @ $FNLL COMPLY W/ FLORIDA BUILDING CODE SECTION 24t,.3.3.4, - � (n) WE SPECIFIC �arEc75 srwl BE PREPARED BY A FLORIDA REGISTERED oacKr� OR ARCHITECT WHICH WILL 4. BOLTS TO BE ASTY A-307 GALVANIZED STEEL. OR Aft 304 SERIES STAINLESS STEEL. WITH 38 iui MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR TIfE PROJECT AND WHO Wd.i. � RESPONSIBLE FOR THE PROPER USE OF THE P.E,D. EifDINEER DF RD:ORO" ACTING AS A DELEGATED ENGINEER TO THE P:ED. ENGINEER, SHA.t1 � } - •- 17, . '?' - ,' � .. , , I , i ANCHORS TO WALL SHALL � AS F'OLLDws: SUBMIT ro THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, 3 (A) ro lOOS'TLw+ Pau1>RO rewrRFrr. u, � -- §. ) ' I - ; , ;'� ; � (a) THIS P.E.D. SHKL BEAR THE DATE ANO ORIGINAL SEAL A.ND SIGNATURE OF THE PROFES.90NAL ENGINEER OF y � Q ..• -. 3.3 g. Q• .. � t�',`: I .;. ' 1 j# A RECORD THAT PR�PAREO YY. . (Mitt (� FAPCON ANCHORS AS MANUFACTURED BY I.T,w. BWLOE%, INC. IN. t`cr3792.P.x•iJ 1/+r^w-?al s"4� M.s; W/ 7 fi e x 7je C+Wc-IN ANCIiQRs, AS 1AANI�acTUREIa By oEwM.r INC. (M7N.. t'c;JDOD P.s•L) a •', Ct%l'L ,. • ._ txANY. J��14w2D,13t4^B.S. Y,S, w! rB. SFORIA PANEL 4dMltf€AS#URER"8 LA9EL SFtAI,t.. � LOCATED Dt4 A REAWLY VISIBLE LOCA'RMe AT STDRAi PANEL. W 7f!'fNt.T/'32" NAdG NUT' Iper. NUp � /14 iD PANELMAiE FEMALE ID. tt PRNEI,MATE F4,U5 ANCHORS. AS MANUFACTURED BY ELCO CONSFRUGFxIN PRODUCTS. CE � 7 a e x 3/32" WNID NUT } (. � # x 3/Se NDK,E ` %•r i tper37F5D p:la..i,) ACCORDANCE METH SEC'RON T709.B.3 OF F1.4%iIDABUR.fla70 CODE Y dkfE 1A8E1.. S!W("L 8E PLACED FOR EVERY t%'IENING. i I [ wASI7sR a t? tj2*-O.Q wAsttER (REYDtn) r jj � LABELPLATE i ING TO COMPLY WITH SECTION 1709A:2 OF THE FLORIDA BUILDING CODE. < � O O #!2' o.Q NUT Rf1StR7t ts1 I § _..1 t_; t 4•i TAFy�P7 C V O.C. ` a.C. j ## At) WNROAt EMBEDMENT OF TAPCOH ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" AND 2' FOR FANELMATE ,- � 1 � � { t MN. THRFJ47FD Yxt` YdpOQ � Yi<#" WOOD � L I xRIERED W/ srLKtj ifOAP AT AtlO1YAITH 7 Y x 3/S2', IMR7G NUT I 7/e•I x J/32' WBtlti NUT FEMALE ID t PANELMATE PLUS. ¢ L my.. W , 1 AWV. TIBKADID , 1 MM, >t OF PLATE WASHER a a t j#' o:C: REQUIRED WASHER a (BE) _ � v ' ` i�xErtiA2T1oN AT uawattt � � `' 7IG1 AT tAm'iaUnf RODO W OF PLATE Di PLATE WOOD PLAT ` i ! A?) MRRMUM EMBEDMENT OF r/S'P % 7f8" CALK -IN ANCHORS SFMV.L � IS 7j8" INTO CONCRETE, NO EMBEDMENT 8tT0 /5M10 PAl1ELMAtE PLUS y #74-10 PNRLMSTE I ANY FlMsft yV..FERML SMALL Him Mw K PERMM7Fp, 4' WOOD PLATE 2'xt• w000 PLATE 0 6 a �� -�� .. ILIi. THREADED PENEIRAtN1Fi } � I § ! � ,_ , MIN. i1,REA9(a PiTiETPotTgt4 [ 1 +. � ., 1/4' �h D�� 587EWAUi BOLTS tISEA SHALT. BE LONG EIKx)GN(SHW W ANY FINISH MATEt•AL. EtDST) TO ENGAGE 3/4" 1MNflyl�w _ AT MtowIDtTI OF PLATE At MarM737H � PLATE ; ; � R A T1 lj "^� A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISONG WALL OR �'�.�'�••••: l !` O RCQLa(,p� PJ�N�L SCALE 3!a'�1" FLOOR. AFRJIORS SNAdA. BE LOW ENOUGH 'tCT RDrCH THE MAIN STRUCTURE BEHIND SUCH P.M. ANGHC)RAGE SHAt.I. 3"► CEN � iN4 ,A Opf,NlNftlyfk BE AS MENT7NE0 Ri At) AND WA?). � �� SCALE SCALE 3JB`=,"�� TII(jTPANEL 14. Tk6 2! 1 L SAF�7 L ?' N0. 4416T � ,..... .. ,�4 �.. ✓ � (e) Tn �IsrwG cSY,�•R€rF BLOcx WALL, - NATf31 � SCALE sja"st" �4"••`''4EN � 'b SCALE Jj8"=T' s *: +A• .A. �, � `� ••''• 'B• FLORIDA BUILDING CODE NT h Ve)x Nurr)aarw Tana 4?'"� •'` `�. `�• �''' G FLORIDA BUILDING CODE Hi h Velocity Nu no Zone 1/4* i TAPcoN ANCHORS AS MANUFACTURED BY I.T.W. Bu1LDE7L INC. FLORIDA BUILDING CODE (High Valoo MIA One Zone) 1, RISTALUTKINS ARE ONLY YAL1D FOR BURaNlo4 YAn/ ABA. IRSICN LOADS «. _. - - -. tN TO +Sl:l, -720 PSF AND PANEL'S LENOtH UP TO e'--9". 1 •; -... ntem. ae FP. !� - N0 d41 sT _ °�'a 74'�` � 20 GAGE I;JyLMANtZED STEEL STORM PANEL 1/4' * % 7/8' tu,t-1N ANCHORS. A5 MANUFACURED BY DEwut INC. (imr1500 P•i.l.) °�.. � GAGE r7AI.YAtIZEO STEEL srDR►t PANEL FP: a T 1JD, s 20 GAGE GALVANIZED STEEL STORM!PANELoR�T �: : -.t s /14-70 PANELMATE F'EWLE ID AND PANELMATE PLUS ANCHORS, A5 MANUFACTURED Bf 0.00 CONSTRUCTION � LRWN W. 2 FOR NEW WOOD FRAME Ca14S:A1JLTQtk wttoD 4ffMBERS TO BE SWMERN S � 1. RNIALJATI� ARE ONLY VALID FOR BUxlNIOS k4fti A5.0. DESIGN I.QSCS s * GLOBAL MR NEW FRAME CONSTRUCIM' ' •aY ! q PRODUCTS (Cm-2o7r p.x.l.) PRIE NO, z. W/ s1NLFiC DENSITY OF O.Sa OR Ewtu. _ •k ; x..x+r m UP TO a•55.5. -7?.0 P$i AND PANEt.'S tlUIG7H i)p TO 8'-a". S C /► /� PROTECTION PRODUCTS, LLC. ��ATE BAL PROTECTION PRODUCTS. U.C. BAL PROTECTION PRODUCTS, LLC. o>'i=e!]aza �y+. ILW. a1 97WLtT L M1MNE 1#t. 2 WD 5PEOtF1C OF7iStfY OF QWftOD MEMBERS TO BE Sf%IttRRFt �RiID #f ie8ie;r V lIIC. 1 I II� Q tMC. at stR¢r 4eea sw. M r,,A,E�:�.•,.. ..-t�. x¢. a» p'8. wxla w n�,.e PI%pt:-4oa+ 7m a �' DlsomR-e7rr 20-175 - ! %i •• +1w, em �a awaa. n m,r Mae • n. w14 2O-r 78 Tntrr e Y Iwa', Fn. �A+/li +�iQ i��• Iw: i Cim4 Al•ICA-%�iR � m.rl9 Aatt xs ;w. w : aw, Ik: hilyt(� � � :".•"'- CA•�0E06is9 n _.. ,¢s r wMMr Wa[ dtlMNMA Nt4 C4-91P067fe art r Wt r 4flNWOC Ha n PAY: Rs4)aea•4m 2D-t 7S 9£N./MRdUCxA4lD'ItE w1LTatAT{t3$.,q. P.E '« •: 41KET N oP RC, ��� ♦ Piuera a1,- tiz�pmisn-tAN . iiR4Datl6-7l�e, FAc txN4�.-:147 -. YRi71n M 1i � ) r 's•. - �' � � SW6Y x1 M bi NfF/ 1N641 P.F. � TYfL7N'LA� 1� .f..w - .. PL 9Fi9✓AOWt7UR€MTC A r WKT@t A 4e 8.E WALtlA A Jtr,. P NaN p,-txfi ��,tr ",3 •. i ,.. PAIIf'S t� UP w/ t1LLN1Ea cacE. r BOUNDED CORNER O ENDS � PANEL'S END UP w/ H7DmLE0 fvttE.. (Ns.S) 78a' •�°' tTYP•) �$ STOP 8AR 9T' LONG 6083-15 NIR,L ALLOY REVfRSED "b` TRACK Q3 REVERSED "U' TAACK ..- .at .t?8" r� � 3,7sa i � I 20Da` ��• i 2000' .128• JSO- .723` t 1 4 WIDE 0081-TS AkN,t. ALLOY 3'/24 @ t>� NofE z aELawf Y/24 R. � 3' f24� Q w/ a W/o t11ET )qIE z 9L7DW) 4-��tNIE1lOR i+u,gl fRTRxIOR ,>,Lt�j (ARUgR 7wrEiJ G! Y. •L- I I 1 f I( I i I 1 1 i 1 j z a+ IIEaN Lo UPICAL UUMN EN Sr gm 2Qw 0 BAR 1' MIA. war t. tF%F 3 �®w/ t%t w/00. %E 9ECipNS ON SHEtr ri 1 !AST PANEL TO � INSTALLED AT E1 aP1NAWr /t7WY9 8aEE fNiallotr9 w1/ RaW Hi1lOLE Ta PAO%JfAri 9KTAl,tA,WF _ 1F INTEND t0 9E RIsrAMED FROLt _ 11LMLE ,. CONSPETING WM NUT OR v 1» INSIDE OF SfNUf:TURE ,/4" Mxa OAP ..y,14• Mex GAP (sr OA4�OR:W/a©.Q I 9irNE S/J9' • T' NaRS (#). itEnNmaN ru SERIES sODO E Z tWAU S'TORIA PAt:0.d, SYStEM OF PANEL ? Cool. TIW;xS TOP t BOTTOM, (2). j,(JD-PANELS S'NALL ALWAYS 8E CONNECTED r0 BOTTOM TRACK OTHERWISE A STOP SU &MLR. � FRCAAOEO AT TOP 6F SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO B(7Tf4it TRACK. CONNECTION SFWJ, CONSIST OF 1B TO TAPPED BDTtOM wTRACk.rIAGt%7N # FASTENERS IMAYBE AT MiTNfW F]iTERK7R FIAT FLANGES OF END PNIET,. (4). IN CASE THAT END PANELS ARE NOT (b7iNECTED TO BOTTOM TRAGIC (Le, A STOP BAR 6 ONLY USED AT TOP)) AT !FAST IY/O PANELS SHALL 8E CONNECTED t'O 9pTrlRA TRACK USING SPECS 7NOIC14TEb ON NOTE (J) ABOVE, 94 SUCH CASE, CONNECTION � PANELS 10 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. (S): SEE SECflOH 7. 3' & 4" ON SHEET 24. SEE ANCHOR SCHEDULE ON-St1E"xT ?°a;. _.,rxlxt 2'/24 1•/24 4 }SAT zp#y (SEE No1E z Bmw} ooNSAErE A1Igq® tTriP ]� 3• Limi. CSEE Sprt91.4E i%f s,fZr le} 1' Fw,, a/ xI L. IItAN 111111 MORIE DO AT / 40 a ^L^ SEE SCHEDLU -(AL EuwE tTmJON SHEXT WaRER10R�PANf18% 1!1' 1 1� .._ AT iANEL5L0l)cTpXWAMM 16'�••-J ') ULSF RAttL TO BE IHSiAV.� A.T FAIMi OPElMiGAL4Lq'S BE 1VEDr411fO W/ REAR FtAN[A.E 70 FN:91fAlE ReSrNlAUWS Rrr¢F�77 to eE aosrALLm fTKw1 .. OF sPRUCTURE 1/4' Mat GAP ul. IMx. GAP•-� J�J�SF��.. �� AT � PAtELSIMKATgN (1). 71PT1NI710N tY SFRIE+e taoO• E - 2 NAME STQFaA PANEL SYSTEM CDNSISf9LO OF PANEL + t, TRACKS AT TOP & PANELMaTE PLUS 2)R 18" LONG 2AT BOTTOM wf PANEWLATE& (2). END PANELS 5ffAtt ALWAYS BE CONNECTED TO 5T6,1. WALL BY MEANS 4F PANELMATES QR, # USED Y W is- LONG TRACK At BDTTOiI EFRt PANELS SHALL BE tioNNEctEa TO W/ �/�"P-sOx3jA s. W Eu(r As �� �tj*`�t� S�Wn. UM@�REW INTO T n (a). FOR � � xm5 � Iw To jr�r6raR_iwvac�z , X ss w a+,R StOLL1.HE PROVIDED AT TOP OF StK31 PANELS, (4). FOR iNSTALTO EXISTRIG LATig6 Wtffdf END PANELS MR7 5lNtE RITERPDR PANELS ANE pRECfLY MAMOUNTED OY B D(1SE0 JOtNTtYFOWL/��7YRIACK� itDT#OM� � �BDTiOMWT�RACK3To wNi Mm. ANC FOR TH75� IMERiOR PANEL. USED ,tO MIYDSNHI 1N0_U[ST�AL4ED NOT NEED TO BE CONNECTED T. BY ANY MT;AF75.. YPACK i MOYF%Ma�RE,TNWE�D�BY �. LM}7 Lk RIGHT $� OF PN%F1,) HAVE ,Ert a SCREW w AIkr CONOATTE ME & NW-Eusmijam : !1! L!i !1/ l.1 1. •%,: or E I 4Y-D]t3/4• �- Fp ' 1 7,lgC Mtk f p! j1 W `aL EAY Ort]IUP ! 1 011ne/T 1 i 7 I 1 a071s1K1E � / i i IKainea � 1 AKpALl9 WALL ANn �EC�fiO 2i�MINSL�'T• � � _ .._ p FLOW ro cElutaG •�jNTINc INST. s�tua-nut uouNnNOIBMI� xmr 1. 8pd$ 3f8.1" STALE 3/8+1' col:At cn xlE 9r�F%.'gpN] REtA4 TORcn IME OI B7A AT WP As **��} As ar,RwLt . f aF (D Ar BBnw. a � )� a �ao°R sa " RYi7ALIA11011 )YFi dt ®i19.T 3aLu Iy� nx rmisrmei � aes,oule: - p AteY'a1r� m a%r A�' may/ E0. . txmaec VIEW X Osa LW W O U O Q Z Z Q J d SHEET N0. SH 1.2 .._ p FLOW ro cElutaG •�jNTINc INST. s�tua-nut uouNnNOIBMI� xmr 1. 8pd$ 3f8.1" STALE 3/8+1' col:At cn xlE 9r�F%.'gpN] REtA4 TORcn IME OI B7A AT WP As **��} As ar,RwLt . f aF (D Ar BBnw. a � )� a �ao°R sa " RYi7ALIA11011 )YFi dt ®i19.T 3aLu Iy� nx rmisrmei � aes,oule: - p AteY'a1r� m a%r A�' may/ E0. . txmaec VIEW X Osa LW W O U O Q Z Z Q J d SHEET N0. SH 1.2 W O U O Q Z Z Q J d SHEET N0. SH 1.2 SHEET N0. SH 1.2 s �'(I.Iw L,11.1.uLu �JG A1aLL eala�l�afu,luuo�ru{aruVwwu�wu��lu�wu1>VI�u�IIwIIIW' �iiNil�YililillVlqullilli111WY1WYW�,�WN��1�'IWW'1�I�I�i;�ll i; : L i MAXIMUM ASD. 0EMRESSURE LO.1 �D APPLICABLE ALETO {-P775`3 NW LxN C +66.0. 70^ OR L€5S 2 9/18• 8(R.Tm • 1•. 2% r. 1Yt, 2'11 & 3'W 46". -73.3 7o• OR LESS 2 ve` scum " 4' & 4•Ff • BUL W 1 4"e+Zslx314` SJ} #AS. & WIHAW AT OVERLAP & 40w OF PASTEL LENGTH MFA9 BUTTOiN OF P.A.tNFI:. . _ " I I.]F ry �. .�• t -tut . + �,+..+ tF N+'. SIR, LR ..L .�.:*." MAXIMUM A.S.D..S.D. DESIGNG 1AAt@lRe( ANCHORS SPACING TLMR . 3 1/2' APPLICABLE TO AW COMBINATION OF THEM MAXIMUM PAIL LENGTH (MS PRESSURE RA%.Nt.G TAPCONS CALK -IN PANDAINTE FEMME D PA MMATE PLUS TO HXNCHHETE am t0 H IE - BLOCK TO CONCRETETO CONCRETE BLOCK To Gd1a%TE BLOCK 12` N/A 12' NIA 12` N/A 12' N/A 1' & 2- (TOP) 11" 3"4` 10` 3' S' 4" 8° 4" 1' BOTTOM)+ 66.0, -75.3 12' J" Ir 34 6• 6' or :S: Y BOTTOM) 7 4•+ 70. OR LESS NIA NIA NIA NIA N/A N/A 12 1/2' {T' 2• (S TTOM) r N/A b 1 j2' N/A 4 1/2• N/A 4 1/2` NIA 3' (TOP) 12' N/A ta• N/A 9 1/2" NIA 9 1/2" N/A 3' (BOTTOM) tY NJA. 12" N/A 12` N/A 12' N/A 4' (TOP) 12• 6" 12• 9 1/2• 12" it- 12- it' 4' (BOTTOM} * LIMITED 70 86,0 W. A.S.D. OEM PRIDMIRE RATING. A SEE SHEET 26 FOR AICHX)RS TYPE At SPACING FOR INSTALLATIONS INTO WOOD FRAME BOOM MINIMUM ANCHOR SPACINGS AND WINBIIM EDGE OWANCE ARE PIWAID ON INIS SCHIDULF FOR E.D. LESS TWIN 01WATED ON SCHEDULE REDUCE A7 SPRUNG ByWAIPLYNG SPACING SHOWN an Sam" In THE FOUCIA IC FACTORS, MR THIS OPERATOR TO DE P0.49Rt% HmiMED SPACW OVIANED USING FACTOR NOT DE LESS TOM MNMHM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LE6m iINaDR tYlE 1/41 1l4 i 1/0* Ile. ABOVE a 01" Mnu ANONpl w mw it') 3 3 a A 1/2 > �a0YA9q wWON (1-4 INpna44 11" 61W1 2 5 a 3 6 3 0 4110 4 AORIY.. CLL #%=A p rm - ,av AA 3, Tm m I .I• IEDUIRES Max. DISTANCE BETWEEN BOTTOM OF PANEL 1/2' INC 0 'to BE I/2^ Max. 1 I •f•"I• REQUIRES M4x. OWA Z BETWEEN BOTTOM OF PANEL AND ('� TO SE: 3/16' I 3 16" MJwr. COMPONENTS FOR REGULAR LIFE SAFETY DIE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-1-) (TOTAL WIDTN}- t 12.500' (EFFECTIVE wTDTW)-----•--•--- { t92• t/0e 3. IUD RM µ` ORADE W ON" A G-60 BALY. I.35fi` d STORY PMEL PANELS SHALL K INSTALLED AURM FROM LEFT 70 IWW W/ 1/Z' LEG A END AT LEFT SIDE OF P41EL ---------- DETAIL A- PWAR s END LIP * - W/ FAIRRD ERE to.os R•oaAT' '.... wK .13r - a270' t.407' 0.625 r 15OYETRfC VIEW DIET L A �.,_.„:... !...• ROUNDED CORNER O ENDS OF PANELS ? 376•---••, END UP W{f iHTEM1l4E6 EDGE.. i ) 3 z5 OD1" 1 LOST , (5 KU UM WAa"t'IfER .072" 1 (TW'•) }. 3105-MI54 ALUM. ALIGY 2.124" .750" - R I.25. 0' •ODt` I 2.000'----•I 2x )v �t�• L 1.05D P (YIP.) 0 REV. "E!~ HEADER �$ "U" HEADER I» �� -i• MIN. TO V Max.- LEN�GTH .374' (9 man MAX 3DW°-84 so6T-T6AuaY a�1' a58 r _ a0- 474L�-_ 275 Moea 4..' I GENET L" I N0, 441R I • I a20r" + 1 .121 +, , . @ LOT. O '1 STATE Of ..2oW---.. SEE SECROS --- ••_ 4 r:'i •, F Q BUILD -OUT Mr (9 BUILD -OUT "F" TRACK 15 & � WASHERED WINGNUT TRACK ANGLE (7ASAAC 3 ALLOY) "-"To ANGLE e 6 1/4 i OR at I2 1/r CA {I to' }} (MAY R RLvem) 'I, u 668" 1:a'7T' I� ", 1.015- f .ILIA' L.-1,Snn'.-j 1T5 5" )•) If HEADER `! "' I �4 ANGLE WITH STUD ._Ir TIP EDGE aF PAa3 0.024 (MI (-T-.�•-% CA.VA 20) STED. .375' w. PAM! r-e ) 0.375' ' a25o'A v _ L # H��J•`-"q--#SITED • o OR > .1 .125' O nonow =..j KEY HOLE AT P NEL .813„ I aSEE SHEET 6 FOR ADDITIONAL UYITAMNS IF SLEEVE LENGTH IS 1 I•, ", 125• { ONLY VALID FOR INSTALLATIONS INTO j WOW materURES. a Aw a amY xz� wo- x.aW 750• 2W 11 " @ �NANEL HANGER 1 T 4' WIDE �Lt (USE ONLY FOR E-Z H6§NG STOW PANEL 4' SYSTEMS 6063--T6 ALUM. ALLOY 2 INSTALLABON 1/4Y UW SCRNS i 6' O.C. W/ DETAM EOR SERIES 2 9 NIQ EXISTING w_490 1/4-0 LAG SCREWS i r ox. W/ THREADED PENETRAA014 ro E%iS1MG WOW NOYXW. 100 E-Z HANG STORM EASEL In STRUCTURES (+J} Lgn. 25d' WOOD ,'./� NEAOF]t REQUIRED 1 1/Y Min. EO PFNETUTiM + [UT O Ott LOGE TO EXISTING, WOW HfADi1t. WOOD -. / } 4 C-L 114x1' SJIS. - f. EA Door A r \ `, t ' 9 FA &MS. DID Of Q ^I�11 (SEE OETAq. f/24 k �4'4-�2D0 1t i" - S pl/7Aa/wxs/32• Vm tl4F.RW 77 �I I u 1 4'M 4" ul a .' i•"ME IA BELOW) 1/4'4 UD SCREWS i V "(O.iM LTDN MD 1 7(61IK i Mlt i7Je OR. SFNlS two WY/ 1. INSTALLATIONS ARE ONLY VALD FOR BUILDINGS WITH AS.O. QF N LADS LID TO +68D. -75Z 90 AND PANB.'S LENGTH UP TO 5`-10'. P ff Na- 2 W/ �0.56 OR E WOOD MEMBERS ro BE SOUTHERN Si€ -- AND R£oLm Hi6 IiUN 11E OF BAN Al TOP M WEi1. ASP1iFAi CppEl<RON TO RUCKS C-0 OR(3] AT 81SEt1 OH LOBO OR 20W ePSTNJATON TYPE O! iE? 23. I NOTE Fm 'W Of SECBB,tic TOP At BOTHDM TAN LIE HXMSNED N ANTI I VMSY ro LINT ARF NiTALIATCf: err � HN Y. _n FRI�I:Ii1' MAXlNIU11# PANEL LENGTH L+- OR AL-- (ft) D lMXa9HM AS.Ti.: OEM PRESSURE RATINGo�..TAL1AnON9 CONCRETE & WOOID t 2Aa tY -a.• 121-0' 2AO 12-01 ff•-$, 3CLO IV r TD'-r Jai) /o=to• rasa* 4" 4.1,0 9•-6• D•-9' 5" D•-r^ a=4• :&a a•-r d'-o' Nta 8-J• 71-7• 74Aa 71-E• r-o• 7sa r-3• 6•-fo• Sao r-Y• 6'-r .0 r-a' a'-s' OLD C-?' 0.0 911-9• 0=01 tomo 61-5' W-it• fo6,a 6=3• a=a• Iran r r5.o11918 i 4'6 LAG Sam" 0 51 D.C. w/ !<• tTNAEADED I/ 7 %32• TO EXISTING WOW Hmm I POW RNET 4 994x or EVERY I i U END OF (SCE PETAL 1/24 6 OVERLAP # OVERLAP 7M7w(4" 191NG/ 1T` 9. - 2 9/16• W.. SEroNRATION ASS J8IN 32WA, }y IDARRY OVERLAP I .I r 'r i e' {25ra• t1aF.)� 6' CerA. TE I�fBVWAL/E. D RSADm �.. T 12 1/2, O.C. IMF18CRiWZ§TE Amm to " LAC SCREWS i 6' oe,. W/ Mn. THREADED PEtI,T mom PPIAM AMFLAT FLAT • No. 44137, - 62m nRXn, `ML [ NN'i17�[TN-31.C11l,itl';L• d. , V ..� . > 4 MAXIMUM PANEL LFNGT H OR "L-- (ft.) D MAXIMUM AS-0. DESIGN!PRESSURE T8#0 CONCRETE & WOW 9NVAJATHONs t 20.E - "••• •• !4'-4 13-0' 2" t-*,-fa If=r JNLG FT =B 10=7' JS,O to' -To' a•-S• 4NLit 9'-6 D -2• 410 9=1• a=r aaD e•-r a•-r -r-9- 55.a 8'-J" SD.o a'-0 r-a' 70.6- r=a 6-ff, a" 71-0 01-5' $9.0 7:0 6'-J• Sao 81--9 6 '-t, 9Aa It-7 s'-Ha'. tomo 01-3 3'-fe TIRO- - 6'-f• ttE6 MAXMUM SEPARATION TO CLASS SCHEDULE MAXIMUM PANEL LENGRFH WIND SPEED C 170 ..Ph WIND SPEED > 170 -Ph ({e) WNiESIRNNED RESTRAINED UMRESYBAMED RESTRAINED 30 OR LEN 1' r 8' 6 1/4- 733 TO 90 t• t" 7 LIT• 7 1/2- a90 70 145 1" 1^ .._.. 7 Ilr 7 112• }148 W IM3 i V I . - 7 t/2• 1.111N6itt14 PAMrI I FM=14 flnN FAR A t.1VFN UntIAMN10 Mitt tTInN _.. mom..` to]101 D. 2/4 ANCHORS (SEE SCHEDULE QN -- SHEETS D, 10 &111 - c r -r-1--I-r-r-T"-T"r-- AS Cent. Ijijl[t r 1 t + i`F71i1. iiiICP, V.1. "IS SCREWS # W D& W/ 1' W. THREADED PENETRATION TOEX69NG WOW HEADER. Cam WINO NUT7# 12 O.C. 4 I:vA. 11441t• SAS. -i FA Be Re 20 GAGE GALVANIZED STEEL STORiI PANEL Iwm F'P'9n .bM PROTECTION PRODUCTS, LTC. a'r BAY• IOOn SW. SI SRAiT WMf. F9. 3k1f4 PHTaIIt tva+Xlea-t34s, FAX: g6416N-4Ta7 20-176 O 1/4. 3/4. 4/5, 5/5 # 5/5 1 W/6, 2W/6, 3W/7 & 4W/7 BOLTED PANFJS W/ 1 49 Ks. MS. BOLTW/ d0 (SEE SECTIONS AS APPLIC 3• MAX 1/4, 3/4, 4/5, 5j5 A 6IS 1" ON,2 4 1W/6. 2W/6: 3WJ7 Lk 4i!/7 ANCHORS (SEE SCHEDULE ON SHEETS 9. TO REGULAR CORM PANELS? NATIONCAP Ili M� D(1) L+: MI00RA1 ALLOWABLE PANEL LENGTH FOR A GIVEN REDS IRE AS.D. OiSbCi TAD. ! 1- MAX. At.LOWFBLE PANID. LEMON FOR A LIVEN NEGATIVE AS.D. OEM LOAD (2) PROCEDURE 10 ORiE mm utow i PAM LERoft MO A POSITIVE ASD. OEM LOW DETERMINE LUYLRM PANE. L04M %-++ FROM SCHEDULE. I t 06K AWO INTO WOOD ARE UNITED TO 3 95 0.4f. MAX ASAL DESIGN PRESSURE RATING 1 44167 '; s TEOF ROLLED NG. 95M 24 OAR# GALVANIZED STEEL STORM PANEL 'O PROTECTM PRODUCTS. �. ,W>Imm ?(i11*, 44' ✓ 94J �irws aaL WPNa #Y AW w DOMR 333/4 FAAa 20-175 Pw , fXPl 4n-i419. P4 a atPl c,-LAST mWtE: (964)M-104& (66F 1f-6795 Off" Na I]ENER L NOTES 0010 MR 9 Y Hs A A6w1Y & s� Nun��aa (C) rD nv5RNG waoD Wg{ �F Fe F r �({Al�{ S s n.sv M N.7: 1. STORM PANEL SHOWN ON THIS PREDICT EVALUATION DOCUMENT (P.£-0.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE - 1/4'Y TAPCON ANCHORS, AS :MANUFACTURED RY I.T:W, 8UIt0EX, INC- W{TH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSIRIJC'IION PRODUCTS, VELOCITY HURRICANE ZONES (UM -DADS / BRDWARD COUMTtES). - 1/41e LAG SCREWS PER N.O.S. DEMON WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A'BASIC WIND - 7/16'0 x 5/8' WOO) BUSHING, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. SPEED AS REQUIRED BY THE JURSDICTIO: WHERE STORM PANEL WILL BE INSTALLED. AND FOR A ORiECTIONA1TY FACTOR KD-0.85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A.&DJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2^ AND 2• FOR ELCO PANELMATE PLUS 3. 9 THR U 12 & 17. IS. AND PANELMALE FEMALE D. IN ORDER TO VEFORY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL B FIRST REDUCED TO ALSO. DES" PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX (AS.O.) C.2) MINIMUM THREADED PO4CMTION OF LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2•. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS D. 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, IN ORDER 70 VERIFY THAT ANCHORS ON THIS P.I:.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LADS WAS M USED N THEIR ANALYSIS. FASTENERS SPACING TO {MOOD 14AS BEEN DETERMINED IN C.3) MINIMUM IT= DISTANCE OF LAG WREWS. INTO WOOD SNAIL BE AS INDICATED IN THIS DRAWNO ACCORDANCE WITH N.O.S. 201S, STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE MTN SECTION 1609A.2 OF CA) MINIMUM PENETRATION OF WOW BUSHING SHALL. BE 5/8'. 1/4` 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE ESMENTIONED CODE AS PER AMERICAN TT kAS OF SOUTH FLORIDA REPORTS �14al-01 AND +021942-09. AS SHOULD STUCCO OW, AND. 1' MNNAFNA FOR WALLS WITH NO 'STUCCO. 1 PER SSTO 2-99 & ASTM E 330-02 STANDARDS, AND AAERICAN TESTING LAS SOUTH FLORIDA REPORT �1T23.01-10 AS PER TAS-201 NO YAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF Tiff C.5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PAN". STIICCD OD OR WOBOARDS REFOUND ON THE EXSRNG FLORIDA BUILDING CODE. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS MEHTONEO IN C"I), C.2) & CA)2. ALL ALUMINUM'EXIRLISIONS. TO HE 6003--76ALLOY AND TEMPER :(UNLESS OTHERWISE NOTED): SEE: SHEET 2 (D) ANCHORS SHWA SH INSTALLED ALL OF THE RECOMMENDATIONS Mt0 SPEC,iF7CATRYWS Cff THE ANONOR'$ MANUFACTURER. 3, ALL ALUMINUM U CLOSURES 105-FR1t ALUMI U SHEET METAL . USED AT C OSUU 54ALL. PAW 3 ALLOY - 6, P MAY Y F N 4 PANELS ALSO BE INSTALLED HORIZONTALLY OLLOYAHVG 9TAL.IAIDN DETAILS SHOWN ON SECTION # THROUGH 6 (SHEETS 4. ALL STEEL. SHEET METAL PANELS SILL HAVE SURUCTURN. QUALITY STEEL, ASTM A-653 GRADE. SO MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT HF:A m(D &(D SHALL NOT BE USED. STEEL DESIGNATION W/PY. 92.2 kM (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS STEEL. 304 OR DIG AM SERIES OR CORROSION RESISTANT COATED CARBON SIM AS. PER DIN ATTACHED TO INSURE PROPER ANCHDRAGE. THIS SNUTfER SHAM ONLY BE ATTACHED MCoNCRETE. BLOCK OR WOW FRAME BINDINGS. SOOTS W/ 50 Hyi YIELD STRENGTH AND ED kf TENSILE STRENGTH AND SHWA COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.5.3.4. 10. EACH REGULAR STOW PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. 2, 4. 5. 6 AND ALTIESNATh'ES IN, 3W & 4W ON SHEETS 4. 5. 6 & 7 RESPECDYELY; BULL HAVE A LEGIBLE AND READILY VISIBLE MARINO NSTRUCrNG OWNER OR TENANT TO 6. BOLTS TO USE ASTM A-307 GALVANIZED .STEEL.,. OR ANSI 304 SERIES STAINLESS STEEL, Wt7)f 36 WN MINIMUM YIELD 'STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: It. THE INSTALLATION CONTRACTOR IS TO SEALJCAW.K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIN1D/RAN INTRUSION (A) NO E CONC.3P1y POL. 1/FXISTi4'P TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILOEX, INC. (Min. r-3192 PAJ.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS - 1/4• e x 7/8• CAN-4N ANCHORS, AS MANUFACTURED BY DENALI INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. - 1/4Y x 300 SOW -SET ANCNtlRS, AS (NST(68iITFA By AL POW SCREW, BOLT & SPECIALTY CO. 13. (a) TH6 PRODUCT EVALUATION DOCUMENT (PLEA.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION { FG=SOD p.EJ.) 14 FOR A SITE SPECIFIC PROJECT; U.P.. WHERE 71 E SITE CONDITIONS DEVIATE FROM THE P.E.D. - jT1ht0 PANELMATE FEMALE D & PANELMATE PLUS .WCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCFS. - 1/4•0 ZAMAC NALIN ANCHORS. AS WSWACTURED BY DEWALT. INC, (4) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A1} MINIMUM EMBEDMENT OF TAFGOV ANCHORS INTO POURED CONCRETE SHALL BE 1 SI4": 2" FOR ELCO PANELNATE AND BASED ON THIS P•E.D. PROVIDED HE/SHE: DOES TIM DEYIAT£ FROM THE CONDITIONS DETALED OU INS DOCUMENT. CONSTRUCTION SAFETY AT SITE !S THE f7777TRALTOR'S RESPONSIBIUIY. 1 3/4• FOR ZAMC HAILIN ANCHORS., (G) THIS PRODUCT EVALUATION DOCUMENT WILL B£ CONSIDERED 9NAUD If MODIFIED, A. 2) CALK -VI& SOUO-SET ANCHORS SHALL BE. E.MSI DDEO 7/8' INTO THE POURED. CONCRETE. N0 t. DMEW INTO STUCCO SMALL 6E PERMITTED. 1I4` 4--20 SCREWS USED SHALLi 4/2" LONG MINIMUM SiNO!{.0 STUCCO EXIST, (0) SITE SPECIFIC PROJECTS SHALL BE P1ffPARED ITY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND 1` MINIMUM FUR WALLS WIN NO STUCCO. ANO WAY BE HEADED SCREWS OR ALL THREADED SCREWS. W/O HEAD, ENI.TtNEE7R OF RECORD (E.OR.) FOR 2HE PRWEGT AND WMD W[IA BE FIESPONSIBLE FOR THE BUT WITH WING NVFS,. PROPER USE OF THE P.E.D. NEER OF RECORD, ACTING AS A DELEGATED ENGINEER TD THE P.E.D. ENONEER• SHALL SUBMIT TO THIS RATTER THE SITE SPECIFIC DNUWNGS FOR. REVIEW, A3) IN CASE THAI PRECAST STOVE. PRREECAW CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLODR, ANCHORS SHALL. BE LONG 00" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (a) THIS P.E.O. SHED. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND IN A,2). ENGINEER OF RECORD THAT PREPARED IT. (B) TCS L'IOSTINO CONCRETE P, nN e-m+; 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - t/4• a TAPCON ANCHORS As AWdUKACT7ilffD BY L T. W. BUILDE%, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,2 OF FLORIDA BUILDING CODE ONE LABEL SHALL aE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 17091,3 OF THE - 1/4' e x 7/8' CAR -IN ANCHORS, AS MANUFACTURED Ely DEWALT. INC. FLORIDA BUILDING CODE. - 1/4•0 X 3/4' SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO. - /14-10 PANELMATE FEMALE 0AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PPIfpftj1 1/4' I ZAMAC NAKIN ANCHORS. AS -MANUFACTURED BY DEWALT. INC. �7. ELI) MINIMUM EMBEDMENT OF TAPCON ANCtIORS, ELCO PNNEWATES AND ZAMAC NAILLN ANCHOR, INTO THE U�FNS •;✓.Qsy. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone BLOCK UNIT SHAD. BE 1 1/4•. s M� FA B.2) CALK -IN & SOLD -SET ANCHORS SFHAL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK UNIT. ND & 'd17044 67 :• exaR TAt9ca NC 24 GAGE GALVANIZED STEEi. STORM PANEL ola�nl, ft STUCCO SHAH. BE PERMITTED- 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOLILD�@70Sf, * - -- - at1�/2Pta AND 1' MAXIMUM FOR WALLS WITH NO STUCCO. +rL STATE 9 LOBAi. PROTECTION PRODUCTS, TLC. AVE IL. ECOINC rya . 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUN FLQ ( k til 4WD Shc PI SIRW EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE LIMN STRUCTURE BEHIND SUCH P [� R \\\ - 19 "' P. a ARM. 41A�°• n m INARL FL AI.314 20- f 7S y •• 0.0 4n+,Ma. «.. aw 4INIW mils: (9SNRtl1"7a4A rA6 N9E4)6lg-W/9T =TJp "`"n,..Zi� ANCHORAGE SHALL BE AS MENTIONED IN &I) AND IN 6.2). N1i rA-aDaelly . Wa wx. wrr m alli INN AARRn13NOt aLAn' P.£ STAI/96NATUNEjbI:7E + I TER A TXAX q'- 7J6 ,RmT i a 1w INSTALLATION DETAILS FOR REGULAR PANEL (!3 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ( C4 CPOUREBLO(DK CRETE "`QOR COONCRETE BLC G POURED IE lREDOURE{7, // REQUIRED.N-'-'" CONCRETE ANCHORS CONCRETE ANCHORS f (SEE S(2EDULE ON-'-'", (SEE (SEE SCHEDULE ON� SHEETS 9 THROUGH to) F-'4:1. SHEETS;9 THROUGH 10) T--� REOU'T£ 4POR m I CONCRETE Rog(( 3 4wa 1I2" i 1/4 I {/2• Ile REQUIRED. W ,A MAN. aLL CONCRETE ANGHGNS (0I (SEE SCHPDUIE ONL„-, I � ED. I E�. �� , SHHEE75 9 1tWPUGH 10} T i It F--fin_ t/4 eOLA 'Y,�_ t/4 60LT3 i SEPARATION . I (m � K - -+gBB SEPAATION EXISTING ('--TO GLASS (� 70 CLASS. SCHED�ULE { : IBaM W9R Y-e'I 'L• Max. "{SEE SO4EOULE � I NBWI aai T-BI i I G1AS5� ON SHEET 3} PANEL LENGTH ON SHEET' 3} ....-F-__. W. SEPARATOI 1 ff t ' SEE SCHEDULE I 1 ( D LHaN. 10 GLASS. 1 i I ON SHEET J I I PANEL LENGTH PANEL LENGTH - SEE SC i ( HEDULE 1.-_ .._._f...._.._f SEE SCHEDULE CONCRETE ANCHORS _. ._:- - (-...,1,-._ f E--" -- y` ..-1- ' (SEE SCHEDULE L ON 3} 1 ON SHEET 3) {SEE SCHEDULE ON - ='=-- 1 a t ; ON SIHEET 3) i „_-__ SHEETS 0 THROUGH , L [ 5� It , '• , t tMo. i CLASS f t 4I It w20.I• I 1 OF 17 f I E E.D. 1LM 1DLte , i \:f y fj WIVE 6.t/4^ac. I+ L 1 7 H E.O. I € E. s t.. . 12' I .._.�._--..� _ ._d tO13TItHO POFm / G(xaDaET£ OR I o 1a 1/2 Dc ,'' I ` t sEeliam r yr tlrt CNCPZ E am j ✓ ( j 1 00NCi#.7E ANCNOTS_ V I I 1--•CQ-i-"E i 9Y ULE ON M. Ms w/ Mrt REDLIREI7.gHEETS DSCHWTHROUGN 7ERNN,ff -- I MAR. ,•., f w/i,� ONLY WHEN S01� LEG LOCATION SET & CALK -IN ANCHORS i NCRETE ABE USED & W/ wNEN =,EXISTING� BLOCK ARELMATES ALTERNATE CONCRETE ISTNG POURED CONCRETE CONCRETE ANCHORS i ARE USEIL REQUIRED. RED. AW-40RS OR CONCRETE DOCK REQUIRED. STAGwn w/ sfl�- (SEE SCHEDULE ON (NEE SCHEDULE ON SHEETS 9 THROUGH 10) SHEETS 9 THROUGH 10) MOUNTING SALE 3/8:1• .(SGALE 3/8�1' 9CAU,E3/D+1• iGENs FLORIDA BUILDING CODE Nan Nf h VelocityHIM cons Zone offm .�.�..�..... . 44167 = m1Fina. *a 24 2! GAGE GALVANIZED S)'Eli STORM PANEL ,•m: E.D. "EDGE DISTANCE NOTE FOR COMBINATION OF SECTIONS: (SEE SCHEDULE ON :, STATE D IL E.0 4 swc GLOBAL PROTECTION PRODUCTS, LTC. SAE, T� 1ST BOTTOM MOUNTINGS CAN BE T •. a xE 0 P 4mD iW. 6i SIRBT SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY-N'UR10* wP vTP. PL T4r. PA"w H1PweR a ANw DqW, FL aAts INSTALLATION, iy ac a;\ 4t'7 "..,, TANT� m-Ant mint {964Xiw9"7646: mac (l64NIN-ww 20-175 0 " oaN1INc ft y'4 1 W-400trTt9 aan-+q- NfINN '6g1TR.A M. Pi 4,P ia SHEET 4 Oi to N C_ (n N Cu O U N C U (D .� Cu U -0 N � U) �` W ♦V O CV �_ .L '�^^ v! O cu U t -y O �„ Q ^ r Cj Cli 7 Q c' m X LL a CL r7 t�; Y F. j W 4 C � C ,r d a �: y 3: (A U .- 3 C Cc M ~ O O >> Le oW INMLLATIQN DETAILS FOR REMULAR PANEL 7 INTO POURED COBETE OR CONCRETE ,BDICKSTRUCTURES INTO M STRUCTURES ,CTURES INSTALLATION DEMILS FOR REGULAR PANEL INTO WOOD ... ;� ALTERNATE CONCRETE y WOW ANCHORS ) { TO CLASS. I COCREfE ANCHORS SClIF1RI<E ON EXS7RNG PDURm CONCR } ..,}�/ /`ZSEE SCHEDULE ON € //4wms,• F __��_�-(SEE SCHEO3) 1/4w21«Y j J% tALTERNATE LEG EE SHEETS 9 1 Q � ON- omm POURED � i SHEETS 9 TIM�ONTH to) OR CONCRETE POURED CO CI'E-- I 'k,,. <. f sNE£T 1T) rr' ({ f'-"'" Ss..N0 NW4• Olt ; ON SHEET 3) 1 op p i CAM REpU&Ea a f /' } - ff-taFA710N ADEOVAa OF EXISTING WOOD REQUIRED. - r TERNATE LEG CREQUIREDONCRETE' ANCHORS % ,/ i � • / i r t �I H t� � ' 9eemH INN r-a'iPAA�L LMm ENGTH SEAM TOO BEETff• ER ITT i J s / �3� • }d - --�.�,D TION 4 f EwsnNc Powffo (SEE SCHEOLU ON w� wt 00 ANCHORS I GI i I (SEE REMIT ARCHITECT PRIOR TO SFILTMUt f I LT CONCRETE ttEgtl SHEESS 8 THRaXIH Y. Z REWIRED .A A A 14) (SEE SOt#DULE oN f Ii) • 1 1. t OI s 1�FOR MWALLAT N, YDW ANCHORS urEwu7E WOW ANCHORS iI ! 1' IDn. .-- /! / ;- • ,. Ile SHEET 11 tf 1 c - at i rj i C ,�,Ai'x,• Nlx w9e1aN 9aFn f ,. s,. 91i4,• IR3s ,W t - OL I ` '"•"' SPACER QF 'L• SHEET 11} SHEET 11) A /i•SmS. MJaiXlt t 1/4 r -- >>'- xW ewaa m wueW NXI 1/s 1 z MAX. -� CONCRETE ANCHORS�,y •. ` 12 ItY O.C. LA6. W/ XY9 , 11F7L A 1 / I. I # e u oe I 1 Sk7[ t 1 (SEE SCHEDULE (� SCHEDULE 1 1 / I 1 1 MIX {SEE SCFFIEDULE ON , - I 1 's. Jz",., 1--""'"---I Y !REQUIRED2" A i 1 Ea; 1/4• E 1 I • - - I Min. I -- - 1 R 1 MAX. WI700 HEAD I t Skins 9 THROUGHi 10) t/4y-gAs.. 1 E.D.D! ; t+ / / 1 1 EO _ -- i i -""-- -i REQUIRED 1 14•a•-tI` e w4 s 1 t Maz. sr I - , ,f '# -- 1 E'ASTt}IG� V I ' 1 a 'T"._--.9.". Helm 1wLn S NC_eE C I I .PANEL LFI4CTHT t + R . "..•• !! WroW /N+GHDRs %L :a.=,. a... •. I 4 ( I_ i GLASS '� 1 I / t I I w 6 1/4• ac ,. _.I I i f. P + # I T + !i" MAX, LONG AUR9NUM SPACERS 12 ,/2" i I. (SEE SCHEDULE aN S j ! E. / t ( SWEET ( - H t 1 d t. y ! TI 0•C. SEE TABLE 1 ON SHEET Ii l 1 SHEET It I) T4,"ZT i AR ! j�`'1 i ABeo. f s }It , F SEE NOTE 1#`U:Ow FY1R tFMTTATWNS FOR gytt,• I I i „�f4wz6,H` 1 1 3 i SEPARATION ! �-AD TDR SPACER L SEPARATION � 1. +L" MAX 1 L" MAX I ,I � 1 1 a• LINO SLEEVES. EPARADON TCY (/7^,}, s& 9oLT6 W 1 TO GLASS, I '& (.-- 7D GAL54. i 1 i PANEL LENGTH I I / I ^'•� I j 1 ON SHEE13 .PANEL LENGTH { L s ; I t ( --j GfAn•UEE I i ON TO GLASS. I Ili'A-2OAt* Q I (SEE SCHEDULE 1H'A-2ae1• 9 H1 fa E (SEE SCHEDULE L DICE SpLEiNX.£ 1 1 (sE'E SCHEDULE L . tgt) tt1 I r r 1 I E :.. 1 LfA1MFl 6AR s-s•) .. S,a, SODA W I ON SHEET 3) t ,.:. I k 2: i.. PAM! MATE FEMALE to OR PANED. MATE SCHFbUii I I/si-2o-l• O {SEE 5109mU1E ON I S+& 9DtTS' i € ON SHEET 3) i _ '._ir PA IA SPACER. O1N SELLER J) i. _ _ - ON SHEET 3) 66 t .w_.,- 1 ON SHEET 3) 3_.._ ._sR 9a.Ts w f E ... MG,. SEPAIATXHV TO CLASS...._.. 1 ,. I 1 1/4w24t1:• <, ,.-_.�...�._ __.. ( i PLUS (SEE SCHEDULE Oi...$HIM 11) T � ! T' {SET' SCHmUti GN SHEET 3) I I,4M-1b1• 'i." IjA9{. L i �1 PANEL. LENGTH �{.... _, v. _ S"EET_3J .._...._: N......1 r v Max. I.m....a,...�i....�._ _.w-_•_7 f• 1 1....... __.:..VA.-�..�._ .:_.�._;..1.....:_: IT& 9a11s w I -,_- $. l (� u�oeAN t> �:w•I " i F-M-._.. ._ c3G>!an w Fl4Net L.Ei4aTIM (SEE SCHEDULE f - M� L8FA1H a6R T-6') PANEL. LENGTH L /`I f- T" A ML - , 1mr1, �_:.tA �.�}.. E 1 1. MAX. M- _�. �----..._._....- ON SHEET' 3) L 1 (5£E SCHEDULE 1 I 1 T-- iVaC RTe.RwO: SEPARATOR 1 ._ _ ¢r E M _._....,- _.. .� :- _.. y.:--.... (SEE SCHEOtAE 1----.---.--1 PANEL F I ,,@q6N aaM Y-ai O7 SHEET 3) F305IING TO GLASS, 1 2`X4• WOW L t SEPARA110N 1 I "Am"frt„i 1 ON SiNEEi 3) T i 1 uw9nH ,STET Y-9') ELaSfiNC_,_ I , (SEE SCHEDULE FX 9 TO CIO«'. L 1 1NA55 1 (LASS { I F1i35--tit GLASS a.(SEE SCMEDLAE_ I I PLATE 1'ffWIRED i I ON SHEET 3)S1ST1Fi�C/) (SEE i Sox i ( j QN SHEET E 1HT WZ SPACER l I ( I OF 1 1 OF c. I I L__-,'. �� t .. y- ALTERNATIVE 2WA I ` _'.-. =�V` - 1 j 1. MAx. "fry f 1 LHA%: I I 1 i-� i ..t I F i 5 ' sC1J.E 3/e..r i 1 T ,� QF ED. - • 1 I - 9PASX'1R 1 50S I LJ SDIC i - /1 O 12 1/2" O.C.: SE£ TABLE Ti ON SHEET 11 FOR MA(. PANEL LENGTHS & i I OF 1' H 1 I 1 ! O 12 i/2. O.C. I---.-...N.�w.-_.J E l : L]:iCiHf 1 ; I OF 1• j i MAX. AS:d DESIGN LOADS FOR THIS INSTALLATION. MAX MAX' 6 I _.J-- i I 4•rIm11IfM. �ITs �_- 1 ....;{s O 12 lf2' O.C. t i s` �-___. 1 # H - EF I/2. EQ 6 NO FINISHi I , H/i'r2ott, W e a 1/4• o.c nn woos CONCRETE ANCHORS tj �•�, CONCRETE ANCHORS I EQ L..FI i.t (SEE SCHEDULE ON ; �,-..:....� i 3 I' I ; f i i NUW ANCHORS #%k E' A.LQwED t '--------�_L._"`_...-.1 1 I I "' g'7y e a ,/.• a[. EXISTING (SEE SCHFOtnc ON `L,J � (�-' OF WALL OR SLAB 'Stit�iS 9 T1NRwcH 10).. SHHEETS 9 THROUGH 10 H.-.L II 12. 1/6" LQNG.MW ALUMINUTA ) i { 1 O } , STAGGERED W/ STUD I 1'+ t 4 REO , / ( CDNOT10Nj - NO POURED OOFMRE7£. ACERS DESIGN 6 1 4"AOD.C.PY FOR `•. _-_ 1 I 4tt i + ''. SRiCER 9A MAY I f1"2• LONG ff: .. 4 I { I ( 1' t T: # {fSI�EE 11SOH)EDULE ON WOW 2'x4• WOOD ` .CONCRETE, (ROCK EOXISCIONO. PO RETIE f. LtJiGDLS PER SHEET 3. �. 44 •, '�....1� .. y„ } ' : (1) 15 iMRW m A ONE SIM BUILDINGS WITH t6•-a• )_ I�____," EGK REQUIRED kk,j i 1 ,,. 1WCFIQRs CONCRETE ANCNOR4 „Y i REQUIRED. REQUIRED, CLOCK t' MAR(. LONG ALUARBVI)A/ SPACERS O a x4 WOOD .. ....1..3 �:/': , I I)( ;t 'MIL LIEN LRW3G tinSN tlftld R A 11kSRIaO11lI1 FRCI AN WO00 ANGHO9.s ''•"-'^,_--•-•-- ._-I REQUIRED „n } (SEE 3QNEDla.E jI. PLATE REOORR. P . ` D. ANCHORS : j } MMMY2 fiR v aNNG1FD oN SIDLE 11)w (SEE SCHEDULE ON, Po � '"* 1k+ IDSCl4ULE ON D_ n: -•---» 12 i/a' O.G. (SEE TABLE r1 ON [ - '-° I• a«L +91YAUTaN ra IXAE6 0i10A11m X+E wP1QD SHEETS 9 T7#ROL1Gtt 10j SHEETS; 9 &: 1a.) ; - I j 57POOERED W/ STUD i2) AIiNDR6 WTFFD T1WJ HN7HN�ar8N1 9A O°At( MATE FEMYVE m OR SLEET' t t} ,r , I ON SNFFT 3 SLAY eE RFORX:g8149)4" Im lA7E REQUIRED 1 € I o (9 1$CNEnUIE QN TH E POUOWM OLRa1RlONa A1IS '^ �' IN,TE 9NAU ffi::IS9M MAmiRRt AST a 1/i' 0.C.4W - 1 .SHEET PNMM ADIRECT OUR WSPACERS ORti } } ,,.,, f • m AMYip % Pxt SCAE 3/A.1" SCARE 3/B.T` "y-,"t 4 - •l11 Ca moxmiu a svm PANEL uwm 0 (N N nmLl LMAX 24 ONCE PAMM UNIVIN S.WMFIT wAIWO rop. L�ELHOTEe NI.OIMrDOa ST74E 31a-1` y 7s" C UN AND FLOOR MOUNTING ■ (Ce'�.I/` (3) S11X@I PAax wKTALOpI IS OMY tH I ii:" Wxv 6FAeER Oat E1R /wA &MCI aE As E ONLY oN '^-� BUILD --OW MOUNTING \ �/ W" mou ma1w[O AN FX&WIS w'OW. mAA[ wWu_ SCALE 3/apt• .ART` z 6$tA.uRat aF I s/r Caia 6wL SI A RD Oar "PERNATIYE 3W E °isaa sTr""DaIMR9 Am '1Ne= (TM'ei a ASrMFLORIDA �`SCA,E 3/8-l' ALTERNATIVE3/-1 4W M pM11NNINl/ SCALE 3/8.11 {i} ZVIRAUSPON ONES WaD Ce.Y FOR WwD BImOWI 1 IIN111NT SCAT 3/L(.t" D ■ ■ 24fe7 i. 3 k 3-PEW AtiHM E nHNN P�•�TcP A. Tf(/'F'.l .��'<ERA Tij�A 11EiTAr` �:' NOTES, % �.: Vwl. �L.''`"9 ss FL�IDA BUILDING CODE Nan High YabaD Hurriaane lone � NOTMC'EI11+a`'••,`� _ FLRRIDA_ @UILDINC CODE Non h Yaloal Hurriaona Z#ne NOTE FOR COMBINATION OF SECTIONS: 1t NO. 44167 FLORIDA BUILDING GODS Mort h Yaloa Hurricane Zone) 8 / • 1 i. INSTALLATION ARE ONLY VALID FOR MAX. A.L ti t = "off, ntem. m 24 GAGE GALVANIZED STEEL STORM PAIiEI. F.P. Q O. 44167 i1 TOO• INC, 24 GAGE GALVANIZED STEEL STORM PANEL FA' Na7F fQ>T Ct3lLINA7taN OF .^*CTIONS 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. - 2. N(), 4$167 ° 1t1�o• 24 GAGE GALVANIZED STEEL STORM PANEL N" TOP I BOTTOM MOUNTINGS CAN ANY DESIGNSPER PRESSURE ON p T AND PANEL LENGTHS •c DRUM.. ef' DESIGN PRESSURE E*AT1NC (pat) AND PANEL LENGTHS a * S * ? aMHwI 6I: COMBINED 1N ANY WAY TO SUIT ANV AS PER SCHEDULES ON SHEET 3 -A .• STATE OF �. NOTE FOR COMBINATDjf OF„$ECTtaFiS: s ,T•Y mJ2tI2HH9v TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR s w INSTALLATION. 2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD. S O,A, FL `+ • C: .� nv"wN sr z E D. • EDGE DISTANCE I�E G INC. GLOBAL PROTECTION PRODUCiSM TLC. 6cE COMBINED 1N ANY WAY ro surr ANY ALTERNATE 2W) :, STATE C L PROTECTION PRODUCTS, TLC T PI W FIC C Q 8AL PROTECTION PRODUCTS. U.C. (SEE SCHEDULE- ON TOP & BOTTOM MOUNTINGS CAN BE ssY'•:. A`J DD' n " 4ma SAT: at STREET INSTALLATION. j-I�L3 467E S.W. 61 sTN3i ti� •••• 4w S.W. Ell smw 9 Ta. L fi ARI uw rs n,. FED. PRvq nalroN SAYE TL 3Str4 - .. OR1D ,. �� IMt A DENSITY OF Ob5 Op iHOERNWd.. NE No 2. / SPECd '4 NAL ' a�LNa� A Ilfl.lC SHEETS & ,) COMBINED M ANY WAY TO SUIT ANY y • •.,..,.... 'Cy. _ • my :. 7 - =0 -6T97 20 175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD a� ,...,,.;,• ar''+'in - fr. #,, m.. m vw,wA4 awmm, N A„41 OA«E A. 777hH 2O-1 5 'TA/Ii1/11111HM« x9 tp tl, W aPA WgI4A WT4ia R ANM AMW. FL 3014 20-175 z «., a7F1'im tAMN. n t � ,1N (+A4M9P- SAIL DR64XM �./' Fx.m, LARRPt A1,^+"x - PeNNE, (W)4w1-7M6, FAX- (N4)N4-dT67 7 _ Nms' Peialq i,-tSH aaWE: HM47Mw^]aa F.IMh j�+)aN-a73t INSTALLATION. JO(y(„E t _ 4M,r eNaPr.N. «.. qW 1INMING Na MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC J E1 - LW -a if9 4«-P. 4«eslw r,.r 4wr GRIF.WMO N%' RE eM/S4MnWa OOAVE ��7,Mi.Pt a We Ran wOAWi IHz,S J DENSITY OF D.55 0R EOLIAI.: tAMNNRR 1E W#TDN.A Y9I" Jy. 1gJi. , + SWET 6 a ,a ,. AnfININBL�TVRElOATE. Id A'fddRlt» P.C.gR.Lt 6 aF i6 I LL SHEET NO, SH 1.3 a a 1 i I /� •©I•t37 NAX. A,.S.Di DESNiN PRESSURE MAXIMUM ANCIKIRS SPACNO. FEAT E0..e AS SHawN! ON SHEETS $ k T APPLICABLE � ANY �' TtB31 MMfaAUM PANEL LENGTH Ott) TAPL'Wd LAO SCRE'N PANELAIATE FEMALE ID PAt1EifM1`E PLUS � 73' t3` 13' 13" 93" M.i�) 7J' 13` 13' i3• tY t'A(BOT11)M} 8 t/2' b 1/2' _ i2 1/2' f' b i/. (NOR•) S'-0' OR LESS B' p" B' B' R+oTf9tq 73" t3• 13' f3' /3" {�) +i3, -iS � Liss f3" 13' 13" 1 3' 7 ' 3 1J' t! 8 1/2' w (TOPJ t!' 7S' 13' 13' 8` IM (BIITTOel) $. if2' 8 if2" b 1J2' 8 f/Y 8 i/2" (TOP) B14' / 1 21Y / 8 t 4' f (BOSL.4} To #" ! /2 _ (Top) 1#.. 4. J 2 f 7' 3W (ROTtOMj ' 13° 1J` 13" ,3° ®iJ2' (fi1OTiOY) (ll CD C_ U) -a--A U OL'� �•- C O 0- O Oo MAX] M A.S.D. DOW ERMURE RATHO-fga.f.) MT2 CQRV.=Nj21NQ WAMMUM.ANCHOR 3EAQjNQ_SQffE= MAXIMUM &U, DESIGN PRESSURE RATINQ fiassaf.) AND CORRESPQNDING MAXIMUM ANCHOR SPACING Cii -0 i _CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR, UFE FOR REGULAR SIM EL G) I IM GQHCRUE k CONCRETE BLOCK MILIMBES SCHEDULE EN RFAULAR STORM PANEL . 3AFM & E—Z HANG STORM PANEL M SYSTEMS {VALID ONLY FOR PAWLQINSTAWTPDNS AS PER SECTIONS I THRU 6, ON SHEETS 4 do 5) U � _U) (VALID ONLY FOR PANELQINSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 8) O V � t O O W CL to O O LL POLINED '^ O VJ O / ._ 'O O CIi L CU L fA N O Q T Q CL3 C _> v JOONCftm CONCRETE _.._._...._ ... ° ]t>At a = am 141101140S,AL". DESIGN IAfW MLam PA Ei A.S.D. Do" LOAD LO a0 PSF OR LESS 6'-6" 40 PW OR LEW W-a. > 40 PSF TO 50 PSF-...6.2• > 4O PSF TO SD PSF W-2• > 50 PSF TO 60 PSF 5 10a A MAX. PANEL LENGTHS ARE Ott VAL30 FOR INSTALLATIONS > 5D PSF TO 60 PSF W/ 51M,ID SET ANCHORS & w/ SPACER Al 12 1/2' O.C. d MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS a A t . 00011411111HH _ WJ SOLID SEf ANCH6RS k W/ SPACER AT 12 3/2" O.C. a A rr N CEN ':,y FLORIDA BUILDING CODE Non N3 h Velocl Hurricane Zone uC S FLORIDA BUILDING CODE Non With VelocityHurricane Zone Sj •• : f" 4#Wb 711.tiin. tC IA.... : r BpPa MtEbD; WC. rJ. 9 41$7 z 24 GAGE GALVANIZED STEEL STORM PANELam" e� ., : , 44167 : 24 GATE GALVANIZED STEEL STORM PANEL Duo s,. -* tt , * z �w " BAL PROTECTI011 PRODUCTS, U.C."`f'T��'0 � D'. STATE OSAL PRi)iECflON PIi00U4."fas. IM a� M o Tf(T - _- IL ECOiuc, IL EC�iENe. VIXa 4eeb &% S1 stl44T -' Q, ` ,• a .' r 41ta0 atL di ]tflEPT •"••--" t 03iiUi ao uc an w er ieA NNw ae 1¢, w ,t ie swMe, n. Salta'• FLD Riff . Txri n 3Tttr "]rr'tt`+' ...,.« `�, la•., aaat ge-,Ne o,-earr PH N:.. (1751NIq-ww, FA i+biHBa-m8T 2D-3'iS rs an w. e. Lae, wow: aw+o. n arN M� • • • n. , �s a:-,ure. m.. user m-no, (aatMaa-ts, FAw taraa')eea-mr 20-175 N te-benarld fin. emeatGRIMM w Orr �% cy,«r ,• w. Awrwr ONAVINb r syN7 tt.L1Ed A :TCLPr sIY P.E, a tHHItIERtt i11eEJDwE ttN,9ER A. Jr., P.E. ad 1tfMt 1 t tb ' ". ,daT to 1d INSTALLATIQN DET ILS FOR LIFE SAFETY PANEL CJ 3 MAXIMUM A.S.D. DESIGN PRESSURE BONG to s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4'e TAPCON,_„ POURED 1/4'e TAPCON SING POURED 1/4'e TAPCDN POURED 1/4Y TAPCON._,._,_ _ NO POURED ANCHOR O 9" O.C. i RETE OR ANCHOR 0 8. O.C: NCRELE OR ANCHOR 0 8` O.C. t '� OR ANCHOR 0 8' O.C, OR (VAUD ONLY FOR PANEL 3DINSTMIATIONS AS PER ALTERNATIVES TW THRU 4W. ON SHEETS 6 & 7) f/ REQUIRED. BLOCK % at= / RCS BLOCK � caHG�tE BLOCK t - _ I ; � T� t € 2 12'' 1 " t 1 " / / J2 /2 ` a MAX}i E. i -TI E.• it E. ID.• ii E3i! ? N i I 1 t t. ...fit} ; 1 1! ' L� m B7_�_ i d i' Mln. 1 q n 1' W. 1 I I i N Ca Q. p1 1 a'P-1�7• i PTO GLASS. ` t/as-Iwt' i ,n, f 1 a1-�rP IX-y 3 t a'wm�1• I r�LAS5SR�qiT-- wR i "'^"K=. — --- -.., _"- a r G1A551 I._ Ar i 0--- -- - At u n e I �' L/ 3.= - Y ! d- - .=.-._' BdE Las nWa ^' IOt I av�wcxe+r £ y , ; �� ; utxw,aur-r) ! D :j._j..._.___...--- ! -� $ N L -1- - ! n _ _ t R 1 i Q t� T6 N - --=-- - — %--L 1 It 1 t " MAC. 1' Lfox. 1" tLAX II 1• MAXi n I A .P I � PANG. LENGTH - n I PANEL LEiNGiti r d PANEL LENGTH P ELEVATION s n $ PANEL t ME (SEE HEYAr1Oi I- (SEE H ET 12) p I CSEE EIEVATK81 It • Min. .j StlEEELEVATIONz1 ON SHEET S2} i1- SIT& '' ON SHEET 12) ii 1 j ON SHfiT 12) -a••+ .W S (U $ 8 +1 to 06ASS. it i 1 rt•+ C n To GLASS. I d i d _ ItLW T I i n g 1 I I f 1 1 •i-+ i ! i 2 1 8 11 1 f 1 I � 7 f I pp U E.1s. � � � ED.e , EI).• { � Eo+ ,+�% i 1 N N � I n * SEE TABLE #1 FOR MAX. A.&D. DESIGN LOADS do MAX. PAt•�L LENGlt15 Vai�Tt SPACER IS • 5E£ TA<A.E �i Fit MAX, AS.D. DESIGN LU4D5 &MAX. PAh&1 LENGTHS WHEN SPACER IS t autJl t i I I LoaUr=1 USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, NG ONLY TO ALTERNATE 2W ON SHEET 6 1 oc I 4 J a /% i i gO �,r�r...._.i__.. EO �. _t�.t_...-..L___-i a > F\ _ CU 3/4, # I ._. i t EO �'"` w4 a�En a Ms EO ~''__sS apex a• B:s. 3 Ill > L�yJ can eats r � Q TAKE it A� a tx 1/saa,f o tP t/'Pu. W ABA, OEM LOAD MAX" ANCHOR 0 B" OC. ANCHOR 0-9 o�.c AEMiwti a B• oc. ANCHOR o o" oC. -' M to O /4"e TAPCON t/4-0 TAPCON ; 1 4'e TAPCON 1/#'P TAFCON LENGTH POURED CONCRETE OR E%STAG POURED CONCISE OR E]OS1+NC PW�O CONCRETE OR DING POURED CONCRETE OR j (, 44 PSF OR LESS 61-8" BLOCK REQUIRED. EtE116�aiOCK REOUE. `-CONCREtE BLOIx EffWwED. `CONCRETE BLOCK RE01RRm. +-• > 4o PSF TO 50 PSF 6'-2` Q 4.�,�k17_I.$EiEL 9 R P.6H W A TciRkum > 50 PSF TD 60 PSF W-i0" / W A MAX. PANEL. LENGTHS ARE ONLY VALID FOR INSTALLATIONS EnN{ ido{N7tNdS W/ PANEL MATE ID OR PANEL MATE PLUS ANCHORS $r W/ SPtaa>ra if2`ANCHOR I" sm "�/at" _,pNH1HNHrHrH SDM.E 3JB-t• �Q •' JCEN$ ''• FLOW BUILDING CODE Nan Nth Velo9 Hu1TEcans Zone " ( 1, 44167 FLORi➢A BUILDING CODE Man Hi h Veibc Hurricons Zone) a N 44167 "10'0 td1°°0 "� 2a GAGE GALVANIZED STEEL STORY PANEL ff.a a * # GLOBAL PROTECTION DUCTS U C.DIANN ] , STATf DF fATua OWL 24 GAGE GALVANIZED STEEL STORM PANEL ' z ATE t ITLr C O INe_ 4 090 :y ,s9 OR ..� DAL. PROTECTION PRODUCTS, U.C. z 9'•. * a 4em S.W. at smeT iir JbNAL a Mm Law &W. d, STREET - W%PTJ asD.c''•., Og10 �'t1 f` Ar.ws 1MaoawearaNmtnzaw Pe1aE.. OMt,n. tf 20-T�5 'rt�rIIAL l � � Iy: ECO000anw�w wwr11:• as+brele.��t4 T 20-17755 Ids+ rsa (oda3mA emit TOLL. ,aeM frt-1ue . ra , aoB m a ( ksd-r5ie. ( )e9d-dPd CM-000671e mow. ae. r nww IAMAAIw Nm. CMaeW r 1d Rwlr r 4P... 4w+n Yi IMWw IRa r'ryl MILITIA - - MAUkn A 1aiR Y PE �P'"""N ,e[ aRQ ft a fe P.L � YeV.TER A 1Xin a.. P.E P"� eNiir t] at 1e 44 r INSTALLABON p�ILS FOR LIFE SAFE PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES f/#'P TAPCON POURED f/4"e TAPCON SixNC POURED AN04OR 0 8a^U. I CONCRETE � M414Oi 0 p• RAC. I CCONCRETE ONCRETE OR REOUIRED. REO1d1EO. z CU E.D. t ^ 1 ! v J .t�ael.t>J C� idiA. l N 1 ..._.. 1 4 n To Riiali5,El t 4 9 atA55`5"'n__......—.._.. t _, B I 1F]pAl 4.91 r-e' 9IA55 , L 1 8 1 *L" LENGTH Aco.. ," i5EEON 1 11.) PANIEL LENGTH p j ...._ E• �� mTKI i I� I --jjOL GLASS.To t 7 a8-- U +-+ i 1 tl j EOM t i EA7*' IIt CONCRETE 0 01 FFiiCONCRETE BLOCK CONCRETE I ` 1 li tAT ac BLd2RKom i fenraml I l I r O tfa'f PANLI,MATE _ t/k•e PANEIMATE. PLUS - C� ANCHOR O 12 1/2 D.C. ANCINdN (DEYgwD) WALL �InU��IN SCALE 3/e+^.S" µ,µeaanflHHM �NL4N�`�'EA A: Tulf/T ys y 1�� -� CEJV .' %yes ^s FLORIDA BUILDING CODE Non h Vsloci Hurricane Zone ttr * %IT f am TM17pC0' R _ 24 GAGE GALVANIZED STEEL STORM PANEL 1w� ea Q i STATE Z '-. *�� Jn/aeaa �oc: jP1DRtQ 11L iiCOENc. GLOBAL PROTECTION 1PRODUCTS, LLL:. aM 4iF 0"' $� % 1RaaxK sa]0a re Meaese4 b w D+/r,A.33,444 _ HaNA 1µ1,NA m.= ]ea at -tow. ra Etw m-,a1 PHONE ")Wb 734a rwx h OXMI-drat 20375 #ILL '"" wx . AK Na r w i AV MG is ft Q PE. 3EY,f1eWMJaltr/kM:R WLTLW A tarn N..: Pk. , aP a dHEfl 1i w ?a. J SHEET N0, SH 1.4 POURED DMUM � OR ��C07tU��tEIxNCREtETO RATING � 80a}-Tb At1DF C011f. ILIAC 1 PLUS DESIGN ,, RAITING i 1{� r.�2�t/YTtlt�"ss'/six t 3/a' To POURED CONCRETE 12 SWING FW „NI«itM„ CASE G (ELAN) LOF SCALE mi ANCHORS Ile MAX AILTERNAIM CIQ RIM A. PATING Fzj OF 11iru (it) mts 411 pw ARE EA HOUR &ff L or to LMAIL I Is A is FOR ANCHORS BLOCK 0 LL P.E. TOP) ".1 ;Of tJ@M id k 18 FOR ANCXDRs TYPE a pPpBNR TOR dNSWIA710115 eft0 MOOD FRAB Btt.9Hi0tl. DIpOIOED � pCMEOCRE. r9R. LESS I" RipCrJFD ON 8RJ1FOUtE REOULE AHp7QA SPACING aY uu]IPLt7Mb SPACING 01oeH Rw >ik!!>wF# iM THE FalDltew FACSORS. FDR ft48 Or�ATd%1 w � REDUQD sPAeesi bpOtaeD tiS'e1G FACTOR SHALL NOT DE Lass ttlw iMNI11tA4 sPAGw MmYJTkb FOR EMaI ANCHOR 1wE ON iHs ftultvlxE. v". ,lrP NEa1Dl1 me tAPaN YllelfL IllaleR YttOl6 8.3 3 J eorNne. •Ma.ewtin a•a 3 D PenNMant crmw4 aNP: oy 3 3 1n AA718L BIDE ofllwla Qi�1) MtFFgR 4 I/M adt - Y aPP rm MAX, A5.0: OE3KNN PE .AS ON S EETS4lT M+3GiL8:3M.AtktiORg SPAL'it� FOR CO. St10WN H - APPt,ICAEAE: ,�. 7pH MAX8IUM PANEL �� TAMYUN LAC SCREW PF NLE !D p M WAD ESP3:BNG. i3° 73" 13' 13' 13' iM f3" 13" 13' 13' $' 1W {80TTOM) $ 7/2' 11112. 8 t/2` 8 1/2' d if2' DOE) - a 1/4' 12 t/2• 8 t/#` (BOLT.•) 5•-O' LBOSR � 1' / 3W (BOTTOM 13' 13' 13• 13' 13" (TOP). +f$ 70 13' 1J' 13' 13` 13' 4W tBDtTOM ) /3" 13' f3" SO' 7W (LOP 11` 13' 13" iJ" a IJ<" iM (9DLT0Mj $ 1/z" $ 1/Y a s/2' a 1Jz' p if2" t p tJk" 2R t80TL") ,yyro• 4 tY / 5` T1Y / T1 /2 - 3w t3O') T-•S` S° $ 1 " /2 3M (B9LT0M) 5 t ' 13" 13" 13' 7J" ta" 4M (nOTiOMI) LN%. A.S.D. P�SSURE (p,d.r,} MAXdAIM ANCHORS SPACING FOR Idi E.D. PER SQIFDfIt£ Im1PP1.K.AB1:E a � MAXW4IM tfl>OIR tn•) MAX. A.S.D.. Pam- (pa.f.) MAtNRNt ANCHORS SPACING FOR ON F.O. PER SCHEDULE BELOW APB MAX$RRI PIt718M (rL) TAP,:ON SOLID -SET � p(� 2AiMC-NNUH CALK -IN TAPCOM SOIW-PET FEMALE � ZNk1.O-NN➢N W.lc-W & � � ttIEM w w w w To ro oFi1�M� ro m w to w ro + �-kd LESS t3` 13' t3' 1S' t!' 13' 13' i3' 1J' 73^ f3' 13' i (TOP) 5,�, OR t.Ea# ,#,:"'�' +&t, -dd 13` 13' 13' 13' f3' : 13' i3' 13" 13` 13' tJ' it 1/2 S (TttP) OR LESS t3' i3' t3' 13' 13' 13' a3•._ ,J' 13' t3' t1' 13" 1 (BOTTOM) 13" 1S' 13' 73' 13`. : 13" ,Y 73' 13' t3' 11' it. I/2 t (BOI70tt} 43` t3^ TS` 13` t]' 13' t3" t3` 43' 1]' TS" f1" 13' t1 1/2 2 tTCP) t3' t]' iS' 13' tY..... 13" 1!' 9S' !S' 43' 73" 13` 2 tB¢PTOA) t 3 13• i 3 t' 3 ta' F 3' l3' 1 S` tY AY 13" ii ! 2 (BOITDIf). t3" 73' (7'Op) ! 13' ,• 3 f3" Y3' 1J" ," 3 i3' 13 1i1z3 / iTaP ) •• - f2 t/2-..2 f/Z tl t%s° b 1Ja' 2..t:fZ 12 if2: •• - b !/a" s 1/#' 3 tBDTRMA} - ,i-"1 2 /2. i 2 J2 BY 4`p14'81 /. #•..914". /. / 3 iBDrTOM). . T t/2 4 {TOP) $ p a 13' t3' ta` 43' 13' t3" 13' 13' 73' f3` 73" i3' StrOP) 13• r3" 1J" 13` 13° ,x -tb' 73' 73" t3". IS' irfi2 tide} 1S' 13' 1Y 13" t3' 43" ,Y 73` t3` 1 ".....1 J 3 ' 1 ' 3 (BOTTOM} 73` 1S 1S" F3' is 14, 13` t3" 13' 13` 13 r1 1/2' s oM (8dT[ ). . 1S' i3` 13' 13° S3' 13" t3" 13` 73' 73' pt[OP) i3' l3' 13' t]` t3" 13' t1' IS" 13" t3` 13" ttf 4 {TOP) 6 i/4' 8 1/1" b 1/4' tl 4/1"' - - - - e. 1/Y 8 1/t' 8;(BOTt: 1J4` a 1/4." 8 i/4`- - - - - a t 4' 81 4 (BD?T..j. _fY.._ 5' 13' t0 t 13' Y 13' T" a.. ?j2. 5 t/2 13` 4 1/2 1 (TOP �,�13`7 10 13• d° 13" 13` f3' 8 I/2" 73" p t/2` 9 1!Y b t/2 13' ='-$'S1/2'Y/2'4 t3" Y 13' 73" 17' 8 t/2 13' d if2 fO 1/2 i t/2 l3' 8• 1 (BO'TTOAj f3` 7 1/Y i3' i1` 13' f0` 73' 10' 11' 8" 13' d tn• 4 (BDTiOY) O 1/2 t3' 7• t3• T" Tf/2.:5. 1/2 i3' 4 ,/2' 2 DoP} 13' i]' 6 t/2" i3' 8 t/2` 8 1f2" tl t/2" 7!• 5 1/a" 2 {#pP) 11' 13' 73"8to SS'9inOlfa7 1/2 t3"tl 1/2'2 (110TTOY) 13' 7 7/Y13'2 (BOTTOM) 13" 13"t3'ai/213`8tj2 iO1/Z 71/2 SY6t/Y J (TOP} 1J2' 13"13' 13' i9'i3' tII'i1'8"13'81/2'!(LOP}t2t/2'12t/2$t/4'a i/4'2f/$t/#--b1/4'a t/4' 3 {BOTT9IA} --2 if2'1/2at/#' 6 7/t`t/Ytx ,fY81/4. 8t/i' 3iBOTTOtIjoS t/a'73 1/2• 8'4•{1/2'3'tl//2`3'4{LOP)t4'-i'? 1/2' 3'p'a•Y #' a' 4'4 1/Y3if2'p1/Y 3•4(T11P} LW7- (BOiTOtl)p"5 if2"71J2'01oTLdi t3"13'13'8 1/2• lY8 i/Y0if2-7if2`tJ"8'(i(W}/3'8 t/M 13"lY 13" tb'13"it'8•13'd1/2`$(Cdt) A3'13'/Y0 t/77J2"t3' dlYi7f71f2' S iJ2` 13`k13•/8 - d i/{' p (polil" su tRNFtir /t Fne ANOHORB r,1� a SPAOMG tva RISiAd]ATYXA Pam rwa9 Eawe e IeNWUAI AtW/9R BwaOeCS ALA MlWIR1M EO6E 913fANCE ME eiOaGtiEa ON T7ffi BCiF,J1tAi MR ED, LESS iriW BOICREd rta S'CFIFaaE REOIACE ANCHOR S1MW16 tN MhTPUWd6 $Fld.'Wb SNOMN Oft IA.E m M IffiLOWRNO FACTORS. P13R /1aS OPERATION T9 � P6fESMtE, REOM SPM.`ihG ,)BTAd1Ea 19Yn FACTOR 51111L IAtr � 1E55 nMN MHWM SF1C#4D eArvrEn E1G1 AMaiOk TYPE a rles sE]¢a1e4. AID iHi //41 1/#'a 1/#t tf{'L tIa's t/#� VPmI enaaet 7xBc-tour rAu-IB f�WRI ANESiBt SPACING (M,j 3 ] 3 3 2 1JY 2 to ae,pa„,$r� Ld,3 3 3 3t/Y 3 blTraN[2 (fS-P ltbal } J 1fP 3 1JT- S in 1 J JY A4RBi. >� CesaMlc,E iAaTOR - t- P yY aet o30 3' alto ale � 31 w SPACINGS ONLY VALID WHEN SPACER IS USED, SEE �3.PDR IA4R, A.S.D. DESIGN LRIADS &MAX. PANEL WHEN 5i'ACER L35ED. D•�•"�, (SEE SECTIONS a AUF191ATA'ES ON SHEETS t3, 14, 15 daSEi}----- 3' MAX R-iAjl� R-fiAjt3, R-SAJta, It'-1Bji3. R-2Bji3. R-3Bf14. 3' iwl ; f` �°' R-iAWf75. R-2AW/15, R-SAW/i6, x-i�VjfiS„ R-2RW/15. R-38Wjt6. ," "�' t t i t a 1R i { t j i E li a o-2ox1" ss. eais w� r t i 1# I -L• (USE FOR PANEL (1 1 f 1 ( oVER r-e7L� PAN13. LENfi1N t1 V i I P a }REGULAR STORM PAN- p'-8' 0 #440. -aG.O .f. �LAR STORLt AN}i I I � W I I + j (w/ GtENIM MID PMk3. tE]IOM �. SAFEn' SfOt9d PA�EL - � �`'� � 0 +SOLO• -34.D r PMRi iE1Rii17 >�T) 1 i- -i'- I -t T I I 1 U� 2'-B" ABL PAtiEL. EFS•Kn3t t S.S. SOUS W i y AT ALL MOEA(TatOS - ! t fi .f AT E4. [ I I 5 4 yy I,t � i t I i f i I i f a hh ! J t 8 - � L naNat1RAN€LBOI O # ' yJ =� t OF®' � MiBNG MO AT AT .: its '�®_KING NLSf AT 1 3' MAX.. LEFT PANEL. RI(RST PANEL 3` '� H45TM1ATIOkS ONLY VA INSTA�,,,�T�SiI'!_.��AIL>� INTO ��,i3..�,�E Ii P NA EL�C1� WOOD ST�tUCTURES t- f Y� .'ram 4 i i �. HEMER WOCO 1#AOflt stEO tMDOD. HEADER � NFADEP MAX AS.D. PRESSURE �TMj LIAXpILBi ANCHORS SPACING FOR LIRI ED, PER SfxiDRAE BELOW � ILA1OI:dbi 1FN0171 L. MAX. AS.O. PRESSURE (P.-I.) MA%MWA ANCHORS SPACING MR f4N ED. PER SCHEDULE BELOM' '�'� g � IWtIMW PANEL t) 7APCON SOLID -SET PANEi1,iA� PUTS lAIaAC-NMLRN CN1C-Ot 0 � TAPCON SOLID -SET PANE7iNTE P. PLUS 7AMAC-NhAM CALK -IN To ro ro ro m ro ro ro w ro ro w 13• ii' f3' 13' 75 7S' t3" t3" 13' 72" 73` 70' 1 ) 5'-b' � 13' 8' t' 3 t0 t' 13 E 1" /2" i3 t 8 2 /. „ /2' s t /2' 13 t,Y1 ! (Tde b'-a. OR Llss SS'13" 13' 13' t3" 1J' tJ' 12' 73' t0" t (apTTOAI) 13' a ,/Y' 13' 13' 73' 9' 13' 8` f0' 7 IfY 13` 4' t (tiOT1OM) 1J' tY t3` tJ' 13' 13' 12' 13` 70' 2 (T71Pj 1' 3 S' i3' t01 f t 3` d t Y / i3 ` 81/2' 71p1. /2 /2' 1 3 #12`2 / ITO') 13' 13' 12' !Y 18' 2 (BOTTOM) t3" Y f3` s3' 73` p rf2' 13' 8 1/Y to1f2 T t/2" ?3" 8 t/2'. 2 (a0T101r) 1:3' ib' 12" 13' (�) 1 2'10 F2'71 / : 3 t ', a 1/a 1 a / a Ile '.a. 1/4- 2 t /2 12 1 - tl 4' i J b f,a' I 3 BOTT9►+1 - , i 2 f2 2 r: 8 1/4' fi t i' / 2. , /8 8 1,14r st Ja p 1a'a ! BOTTOM) ) ,a" a" a e" p` � ti* a 1/a- a• s" s• *�/a" a (loPj Y r s' S t%s" .' r/Y J` $ tJz• 2 1/2° 4 _ SEE FAIFLr t e FOR ,ouslQRs 1YPE a �Acaw evm eb"iAtf%Std41a aiTa tY80D rRN:4: Elta8ew9. MedMW AttplIXt aPAaMBp Atdl gYblllAl EO6E Oi4rMICE iV0 dAORwTFn ON THIS tIC10pUtE. OUR E.B. lEsp THAN INpITATI'O bW SCIiEwA.E REOIX,Y AW2wR SpAGr1G: @Y AXA.RPLndO aPACr4O illwrlt ON SaS¢i%dE Be THE FW].Oeea FACTORS. Fee 1Hp (�rATwHro yE POSSIBLE- IIEDIArfD SpMCab bBrxrlm uswG FACTOR 317A1t NOT a LESS T4YdN , eteKAreD MR FApt ulaReR 11'Pf aN Lila SaENAE 1J4'P i!4'P i/4a t/4i 1/4i t/4'r Aim TYI� siPDNI 1wl.,a-eir rattc-etEw ntlical MeaedA Aftcxdt �Aww (tA) 3 3 3 J 2 ,/Y ] to UKfAtKE (LOLL ,{bp 3 J ,JY 3 iJY ] In 3 tj1' 4 ACitA1L ®BE COMM 0. FAeiaR - J• a+a ale ,m - oa] 31 � t.94 LAD tAe lAa •+ BEATINGS ONLY V� WHEN SPACER T �FGIR MAX. A.S.D.A.5.0. DESIGN LIa4DS Si ANEL LENGTHS SPACER (S SHEETS tom! tYPa�a Fdl e14TAWATgxB iNICt M � AYD MBIBKIN: WARIM..NSInk ttRAgt9G (ka). J f� Miwa4 9aJ oe*AIKd1aW gaia4ia e6# �} _ 5. t&OE D6T#NE1i ARE 1NOICAtE'O 9N 'OIS SCHEDULE. MR C.O. LESS THAN efdCA3£O ON SCHEOUEE 7REnOCE ANCtaR SPACING 3. BY tpAnPl'Ikd 3'pALTNC BixPdn ON ]CIfEO4CE BY 'Dff Fq,towalc 191CiORS. AtSI/1L BIN. OBOBeE �4T PIICTOR - t 1/P' 163} NUR 7}6 OPERATION ro 8€ P065R1E. rfml,cEo sPAttuG oarAM1E6 7fMNn rAexae tRwt INaf sE 1.Ess craw Y ,n` p o3d 7rdwaRr squaw B1olcttEo FOR EACH MIi]N11 TYPE ON 1tB5 StltEOUtE I O INTO WOOD STR T4� 1 � D HFMER HEADER RED T t'f TAPCOr 1 L IJ t 0 B' t i 1 4'r TAPCON CF10R 0 B' O.C. tit if 2• 1/k, � (.� � i/2'/4• 8 t EfO577t4&..n I 1 4wmt• n _ _..__ $S: dafe e I d I i 1i3OOI MA%. 1 � -J 8• PANEL LENGTH $eE ELEVATION it � (SEE £LE•GTWtI ON SHEET 12) p ON SHEET 12) I i 1,!— m'w,`Dus�, 7 1 �I bn---sEtP�,wAiTi eN- i i I O. 3 • a ,Ar be z'x4` WOQi. i 't PLATE 4 � REO1RRt31 -..� � z'xi` PLATE REOIRNEO)fe"a I '+ 1� , 4"i. PMNELMAIE PLUS ANCHOR O 12. ,/Y a.C, �ANCHOR PANE1MArE PLUS O 12 iJ2° R.C. 1 R a 4��r�it a � M4Ii.AtillNtzS SCALE 3/8»i' N11t11U1/Hlrrr a�?��vGENSLc'l � ���•��EL t. INSTALLATION ARE ONLY VALID FOR MAX. DESIGN PRESSURE RATINGS (p.s:i} AND PANEL LENGTHS AS PER ELEVATION ON SHEET 32. - D, 441TI7 _ * STATE � =�o'• F;OR � `> 4, A 'h FLORIDA BUILDING CODE Non With Veioe Hu cone Zorn ' TLiFCa' °w 24 GAGE GALVANIZED STEEL STORM PANEL r'• ewatt "` � GLOBAL PROTECTION PRODUCTS. LLC. � D,�° I L. I L� O I Ne . S.W.� 2. FOR diEYi wDap FRAME CONSTRUCTION: WOOD S�UhI pL E� / �� THE �]��`a t4dt 2O-17s MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY QIF 0,58 OR EQUAL HHNuI 1141 P.E. IIFJJ.J91pr1]UfIP,/Dli 1ew,1.: w+ww.ro, m-NN arlmr: (d3Pj6tlB- {es4)nN-an r WiATERA c¢#edw .. ... ...m �.. �........, w Rrs, RsrnnyyRl •. ]Ir 1, EI M 11.. ,R Os4z�1• s 'F `, ANCHORS SECTION at a ALTERPAIM EZIW ON SHEIVY il' Min.? l4• :6n..f t (SEE NOTE 2) ' 114 NOTE 2) ji f � i -•n h-'/2' _1C41tVr`1 A - SCALE 3/32" ENGINEERING ENti1NEERIND EXPRESS® PRODUCT EVALUATION REPORT September 15, 202D Application Number: 17869.1- R2 EX. Project Number ) ro Nu r. 2031543 Product Manufacturer: AR American Shutters and Glass Manufacturer Address: 1640 Donna Road Vkd Patin Beach, FL 33409 Product Name & Description: 249a-Galvanized Steel Storm Panels Large Mi sHa impact Reaistent Scope of Evaluation: This Product Evaluation Report is Ming issued in accordance with the requirements of the Florkta Department of Business and Professional Regulation (F"a Suitdl g Commission) Rule. Chapter 61G203.005, FA,C_• for statewide acceptance per Method 1(d), The product noted above has been tested amftor evaluated as sur omorized herein to show Compliance with Otis Florida BuildingCode Sevamtl Edition (202D) and Is, the purpose kdended, at least equivalent W that required by 31Te Coda. e ev lu tfoh f i i following Florida Sulding a a a this product slla I be required f g pertine+a. to Ida B Ictr'ug Cods modifications, or rovislons. Substantiating Data; . PRODUCT EVaLUAMQNDO-G MINTS riT EX drawing 820-31543 titi®d 24ga Galvanized Steel Storm Panels (HVHZ 8. Non-HVHZ)`, sheets 1-5, prepared by Engineering Express, Signed & sealed by Frank Bennord9, P.E. Is an Integral part of this Evaluation Report, . TEST REPORTS Uniform stattastructural performance has bean tasted In accordance with TAS 202 test standards per test reports) Mr-ASG-17-001 by Biactwater resting. Inc. Large mklWle Impact resistance and cycle loading perfommnce, has been tested Tn accordance with TAB 201 and TAS 203 test standards per test report(s) #ST-ASG-i 7-ODt by elackwater Testing, inc. . STR���C��EE NG�L CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysisto qualify the fallowing design criteria: 1. Maximum Allowable Spans 2. Minimum Agowebto Spans 3. Minimum Glass Separation 4, Anchar 3packg 160 SW 121HAVENUE SUITE 106, DEERFIELD BEACH, FLORIDA-334'42 (954) 354-0660 1(866) 396-9999 TEAM 0ERG I NEERINGEXPRESS. COM ENGINEERING EXPRESS.COM * LAST PANEL CD TO IE INSTALLED AT EACH OPENING Stall ALWAYS IE PROVIDED Wf REAR tWiDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1) ' E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL. + Cont. TRACKS TOP Al BOTTOM. (2). ENO PANELS SHALL ALWq�S 8E OONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SItWI BE PROVIDED AT TOP GF SUCH PANELS (3), IF END PANELS ARE CONNECTED TO BOTTOM 'TRACK, CONNECTION SMALL CONSIST OF 1/4•0-700/4" M.S. W/ 7/8"00/32' WING No OR T/4"oX3/4" Min. THUM85GREW INTO TAPPED BOTTOM TRACK. LOGT[ON OF FASTENERS MAY BE AT OTHER OF TWO EXTERIOR FLAT RANGES OF END PANEL. :(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (Le. A STOP BAR TS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVEMAY IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACYC OCCUR AT ANY PANEL LOCATION, i' INSTALLATIONS ONLY VALID FOR. WIND SPEED LIP TO 170 1 40. ENGINEERING F, Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used In the design of this product. Separation from glazing is not required for installations outside of wind zone 4 and essential fadiftfes. Impact Resistance. Large Impact Resistance has beendemonstrated as evidenced in previously Noted test report(s), slid Is accounted for in the engineering design of this product. Wind Load Resistance This product has been designed to resist wind foods as ipdiofied in the span schadule(s) on the respective Product Evahratlon Document (I.e, engineering drawtog), Installation This product shag be Installed in strict complance with its respective Product Evaluation Document 0.e. engineering drawing), along with all components noted therein. Product components shall be of the material spedaed in that product's respective Product Evaluation Document ti.e. engineering drawing). Limitations & Conditions of Use. Use at dud shall be in strict accordance ilia respective Product Evaluation Document .e. engineeringdrdrewing) as noted heroin.a with aBPecth n M (i All suppcdng host structures shall be designed to resist all superimposed loads and shall be of a material' toted In this produces respective anchor spheda1a. Had struplreConditions which are not accounted for In this products respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. A)iaimNonenis which are permanently hinstalled shall be Prqsecto9 against corrosion corda rtnadan, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVH2). Respeafiilly. cx wr",o•• Frank Beanardo, PE ENGINEERING eXPRESSO *PE0046549ICon. Auth.9885 160 SW 121- AVENUE SUITE 106, DEERFIELD.BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM* ENGINEERING ExPRESS:COM ENGINEERINGEXPRES3.COM P P^'K N-0 '4fAia. EiN-P'f"iV:i -:-N1 X­ ui1 ix L G^.iWIL �a• Y'r 'i.�'. :x:-alit) Y.:a - A.r,cno tscrplr<1v ,.E G1 E�EEOED wF.Y1El BR:3i N - '^N TF J fl` RF !WL - _ y.-0rtia•Ai ' "^ t"A pit W a t IT -_ 1j�y3r}L Pl.-�,`� s. S tb 4 T__ it) '_ 1� u�N.^ IA"RLL3�tl .. .... Irt •dl -AN 1) O . I• . � ii w : r_• a w Hd u� w> qq C- r,. A 0 nl 7r:=i.P��= 1 <w rnF JF a- i" j6j Z m'. V.A eft' A s Mi R A r: is:.a ! . a r. r Yt .GnP n Ain •ic I" Y >4 N n w r'ci7 r+ w .R B _ €eat [4•33..Ea b14. `re t Ry..a •a•, . r L - " rll. M.+TJI try r i 1 y.„ w T LC Hd L- i.0O4' . n•r CKUv_ I:N F. a_ - H+t; 11 H-LIYH�. V y�. ALT_RRAT_BUILDDIIT '• � � I i tP 'Pi 4- r�aIC4'FN 'n lL T14 (t ^F ' 5Uli CCRINir. WRM6UNT5CCltON !i /u1 1R q rFla N :w Pd "Rr(A :rr. T4,1•:hi �' U - - .-..m..n W ,y Ty' II � �. T4'-_tt] 1'TT:l �g11111tNII nSYRVI .YCIIt1N liil 'Y �,y.y ".", •.lu;l) Z vV �g 't VIAILNWMS_CiTOrt r. Jl`Yt AI.CI-tUJ•,1:' .•YAE M. fit _ awe Lt�,I ..a w !:v-..+ r :-rti-,w -t�i Inn.•• �� ar d nTtbNN ttPT 1 -F DL ��` :cis 1. I r _x;•'_ k N d-n,t-v �'. R N -I - Ya C..K E t 'iLi y,PICf'�t NTCTI i- - +PqK- 3r0 ,YNn•... :nT: DAsi IYPL MAr NAHY LU fi . _,.F.'inUOT.RE error ✓, � 1 Y .I I i-I e LU 4 [xrV n:a Yn tY L - � a$Dj m a sAnG:f.. _..14 :IIlU :C )1 mvlNlq gg pa IIEA pp:: P" 1: l'.I IY.I• tl�iF6 r1 .11 �C r r . I.,iil G .. Hr" r,-Lyli �� z % - 1*1 ui •J i � q; +F;):{i` TIE arEi $ByID C YYY :1::i N Jl - T!Y ' IXIFMAIIA'PAWC IE NOk T L 1 Ee w. = IniAT:L; i z 3R,P -n rTrlh::.'20-31S43 ft .'Fx`I•s-r.rkl .�.:F.:-n^.}..Ta•P ' •t`::'iel;--'. PAB.116CRFMmNe t C DSURE 0=T - I!Y p f�f a /`t..OPTk1NAL OP/B�TrOM L _ALL 'TI Gt14'I I Lei E C �. Tt4FT1,(l.-h'"'�N'•""i']R xi _ Sri T YVTT2. • h 3 .. L IL� IMiIC EGU1 _ [PT r}2 , -!K!'. ' iyi:s rEC. ttM ifl USErE •1S/.AE{- n r--P '.Y-'e:. r L.N N F•. 3:1 : Wit. ly riNlH,MN I IMON .k ••,. '�,.J �f. I• ' . g"' i. 4YTAPCON 9 CC4JORETE BLOCK t ANCHOR O tY O.C. REQUIRED II 1/4"0 TAPCON _1. 14a1' HEX WAD TEN 14:1. HEX TER ANCHOR O 12' D.C. i CREW O 4" FROM REOUNEO 1 J tt ! O 4' FROM 'T EDGE OF .• �f EDGE OF i a i/a BS. eOL.TA 1 ♦ i Y 4" 0.G .TM1 • i Ji f j -»-,_: "► EXI57YNG 1 TQ GLASS, 1 k...•,-.te# TI BVUM POP O1A55'-'( € ALUMINUM Pop 6tl.5S TO QLA$S. a I RNET I B 1 rmsr ss. satn�q �"" 1 will r/.Y-aoGt'_ N I MAX -yM�J JV 0. # -_."' 'I PANEL LEHGT1i tM y PANEL LENGTH AppL T3 wA+_q ( G g. 1 9'eaJw a i e"-SEOI B j ' I ARATfd+ TM4•'kI so1G B i BOX( D TO GLASS. € OF 1,• E ) 4'h2r82" OF V t l t REW f i iMNI. E • '. --(7 i I 4Y 7APCON ANCHOR � i/4"s YAPCON POUF 3 I a x4" W0 ANCHOR O 12• O,C, OR REDUIi COMCREIE BLOCK - RE'CARRED. WAIT i/OLfh#S'!p(,` ���y�� ��Mr �.. 416dJSIR..3.(RJ.a. SCALE 3/8-1" SCALE 3/8-1' t� N tit �, tiYGENf(T. = FLORIDA BUILDING CODE Non High Velocityy Nurricane Zone H4T6S is MIN. PANEL LENGTH t .441 om1B I LT€ca. Re. 24 GAGE GALVAt82E0 STEEL STORM PANEL FA SHALL BE 2`-6" 1. IINSTAUATiON ARE ONLY VAUD FOR MAX, A.S.O. DESIGN PRESSURE RATING #/- 40.0 p.s,f. AND 6'-O' MAX ,•a STATE iie ill ORAL PROTECTION PRODUCTS. U.C. a PANEL LENGTH.. .• .eo. it SIpELT 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD ��fi '`L()Rttt ,. �% * ei VK, n_ =14 i4, RP' MFk ! R f,. a0. Ntt.r n - 20-i75 MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC : A s RU+ """ • �'0;1. �A N.. , wa an.+wR pso 05P)NI"M DENSITY OF 0.55 OR EQUAL. Qi4lii�• rFHNNNIf'�ItUr¢J9ATE C'nA RN«. e.R Rana.. RRIc NHYIAW k.: -. NRLTfR A l P:E ' : 14 4r i4 ALL AMERICAN SHUTTERS AND GLASS 24 a GALVANIZED STEEL STORM PANELS HVHZ & NON II RUNT TYPE-'.; MN JF x--�o- (LOCATION (LL�OCATION MAY VARY) m � a � TOP t-0OUNT N (CONN TYPE ASRE(Z'O) OaMM MOUNT (DON N Lmax BELOW TYPE A5 REQ"D) (SPAN OBSTRUCTION) PANELS MAY BE NOTCH ED-AS<RENQUIRED,. _ OPTIONAL Y'Q0 STITCH PROVIDE', THAT CONNECTIONS AND BOLTS WITH WASHERED WING NUTS FASTENED O ANCHORS ARE USED LVHICH.SATISFY SPANS ABOAPE BE DO it 57RUC-MI OVERLAPS @ MID5PAN NSE: APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N:7,5: ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS °ILY - P&fidG M CAA RB65 ' =: MAXIMUM ALLOWABLE N11 DEIGN PRESSURES: A Si 4N AS NOTED IN DESIGN DESIGN NOTES: SCHEDULES �, 4 POSITIVEAND NE-GATIVEDESIGN PRESSURES CAlCU,LATED ED PER 'ENGI _ ~ i M SFOR EPARA EEPTNGTEMSHALLDEDE WERMI ITH SEPARATE'ENG IN �B RNEGTM'A COppRDANCE WITH THE GOVEA N COD COR�ANCE E HI CE7Af D CHAPTER DETERMINED IN AC 1609 OF THE PLORIDA:BUILDIPlGCODE SHALL BE. LESS THAN «_ ,NWu : OR .. AL TO THE PCSITNE OR NEGATIVID ESIGN U PURELAPALITVs E5 I5TED:NE FQRAN Y' Y. f.U. L REi A -..n-> _. A, ,,. 4i... II. ASSEMBLY AS SHOWN. �• £; t'ait GENERAL NOTES: i� 1. THIS:$PEfIFLCp7ION.HA96EEN DESIGNEDANDSHALL BE FABRICATED: IN ACCORDANCE � O1 kr CSW WZTH THERE(jLiIR911SM9F THE FLORIDA BUILDING CODE SEVENTH EDITION (20ZD} FOR USE INSIDE AND OUTSIDE OF THE RVH2, PER b D iA5201, 2Q2 AND203 TEST'ROTCKO LS. CONTRACTOR SHALL INVESTIGATE AND CONFORMTO ALL LOCALBUILDBIGCAOE AMENDMENTS WHICH MAY (n. APPLY CESIGN CRTI'ERIA BEYOND AS STATED HEREIN AYRE E H OU`A ADp NAL bn'E-$RECIfIGSEALED BNGINEERTNG. N 2 N093-1/34: ZWCREASE IN ALLOYlABLE STRfSS XAS BEEN USED IN THE DESIGN OP THIS SYSTEM. 3 THEARCHITC{TfENGiNEER OF RECORD FOR THE PA_R_ $UPERSTR4CM1FRE 47]TH WHICH THIS DESIGN IS USED SHNI BE RESPOH$€ALE FOR THE UrTEGRINOF ALLS4PPORTING'SDRFADEG TO THL90ESIGN WHICH $HALL aE COORDINR7E0 BTTHE FER._IG CONTRACTOR, 4. SEPARATE SITESPEC3FIC' SEALED ENGINEERING SMALL Se RE UIRED IN Z' ORDER TO DEVIATE FROM. DEfLECnOFJS, OA SPANS COf17AD�E0 q HEREIN• CONTAOTTHI$ ENGTN FOR ALTERNATE SPAN CALCULATIONS AS - Ltd EO MAY BE R AIRED. E DETAILED HERFJIJ L5 GENERIC AND DOES W T PROVIDE ,•T'y' IN ION FD INFORMATION ATl Ord FOR A SPECIFIC SITE FDR'51TE LVrID1714NS [lo.,CRer" FROM THE CONOITION517ETAnLED-HE REIN, AlUCENSEDa GINEER ORREGISTERED ARCHT7FCTSnLL PREPARE: SITE SPECIFIC DOCUMENTS FOR USE IN LLI Ng I{{.��� `:Si /N VI 0 . p' ,� CONJUNCTION V(ITH THIS DOCUMENT, 6 DESIGN PRESSURES NOYED HEREIN ARE BASED ON MA%IMUM TESTED Z -din y >C, PREB5URES DIVIDED BY A IISAFETY FACTOR. tl) 0 7. AL1LL E.FAS6R8.TS$iin ORGREATERSAEGRA083UpILEES NfiTED OTHERW€SF;'FASTENERS-SH� RE CAOMNN'PIATE4 DR OTHEfRWr N ALLCDMPLY:YJTT 'SPE (FICA NS .S .TE ALA.OSN N G TIQ. Z 2t FD ANION' I, FDA ALUM1HAP eTRULtU711A . TAT 3 By 1111 ALUMIFIUM ASSOCIATtON� IIJC = & AHY APPLICABLE FEDEM4 STATE, ANO(OR LOCAL CODES. (} rq K O M P E SHA 4 D D B. ALL5T R AN ty LLBE 2 GA STEEL . 24'' B. STORMPANELb SHALL-- FORM TO- g5135TRUG7U AL' UPUTY- T. , p5D 6ALYRNS;EO WATLPIG WITH A-FIIN MUM %IDM1a.1 KSS I tlALL ALUMINUM EX1mU5I0 N55HAiLBEbU63-Yd ALUHINUM ALLOY, ee---�I LU _ LLt S EXCEPT EXPRESS LYPRO. DEDN EN 11 ADDI7101AL AS $ VI ER . N1IFICArONS 3SR A FSRFIATTONS ARE INTE �pED OTERATIOIVS, ADL¢TIONS. AOTH I s MAR%INGS TO THI6 DOCUMENT E HOT FERMITTED AND WVALEDR7E TNt5 CERT3F[CARON. PANELS SHALL BE Pm MANENTLY LABELED WITH A MtHiMUM OF.(1) LAB EL R"EVERY'3.D FEET CDNTAININGTHE FOLLWNINGINPORMATION ' ALLANEACAN SHUTTER9 ANO GLASS WEST PALM BEACH, FL TA5201, TA5 NATA5201 FLORIDA PRODUCT APPROVAL NUMRER:. VISIT f GALC 10)31648'- ■ 01 F R11 MOT a+�NEatW6IXPP MCDM6TORE ■ FWRALWibNALPLAitA RPPOr{lBa nEB44RCW ' h1I vmM ALLOWABLE SPAN SCHEDULE UMMIMIMUP - F ICI �LA'mli7tl[�IEi®i1 Dtf 3tt3itt�tt3ilE- CA IOCA'1...11 r11 i t t£�..AMR©Its' ....... i�IO... ° 11■1■■ t£Nt�1ii z�t�i1F'+�tF:�iTF+IIi¢i1t�salQlt�tf•-a`7i R��I��I®Ott�IQ47�•.litt*rd1il01fi�ESAI'I ■■Mrz�lml(a;',tlll�.11��fi�v'aic-�Ez-1�c�r�Ic;al RiilCilIS"iA I�JilFa�iml[�ill3�� w Ii3g�iITA7tt3ilEu7l�•a E�E�IIL��E71P::siiE�IIE^S� it E*d"4EaitT'^P^sl�raiiFt�E".aitii�dEi�l�i1� ..VITAS " IE9Ai1Il riE�1li%Ik11E�1E211E GONG ON6 AT OR MmTDM, RUNS. LESS MAN THOSE i TAR1$A 1R TOP-IENGYH5 N4fYU N 9CiVFAR,lr'NOT' ACCeFrAsLt, '. 2. NOSLPAAATr0NFR9M GLAi61s AEWINBO VN>aAF PAtdI!k iENGM1S GPEATat THAN TWAT NOTHJ FOR RCSADCUK MOUNTING NATION ABOVE. cUMs T, SIDE (l.OE11RE4 IA4O ALL AUnLpW7MO[Ki15iNTAELEArk QLAS ESR$¢ INPER,CLOWAES ARE rJULI`NOT A� FOR UI 'As" so", 22t V4TH OFN6 Sa+akATtOM L mf L"F AN C .AE¢41AEa GAMH GLA55'SMAL BE PER, AI 4. mA APPLIES OR a. I2iAs(Yll/tl OR WIl}UJUt StTTLH®DLTS)AND 24PRPWE1.5880TN WIrW YANCI; PASTENEA5 $' L..S" ON 8.25` O,C 5. PANELS PLAYGPANJ6 MOUNTING ONSITI N nDNAr;TLro ONr oRmNRCADSUAF5 PEA OPENING PBi DETAtL'N' USING ANY MOWITS61fs COND[ilON S4QYrti 15FTNESE ORAM'iNGS. ( i. F w GLASS SEPARATION NOTES: 1, ENTER SPAN SCHEDULS WITH POSITIVE DESIGN LOAD TO DETERMME MINIMUM ALLOWABLE SEPARATION FROM THE OPENING YO BE PROTECTED, L SCHHLULE.IS REQUIRED FOR USE WI1H POSITIVE LOADS ONLY, INTERPOLATION BETWEEN IAADS A ACCEPTABLE, OTHERWISE USE NEXT HIGHER tt�sEAs LOAD . AMD) u 3. FOR INSTALLATIONS OUTSIDE OF THE HVNZ AND OUTSIDE OF ESSENTIAL FACILITIES W ASTM WIND ZONES I THROUGH 3 THE GLASS SEPARATION gLITF SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS ED. O r;1 OPTIONAL INTERIOR FASTENING DETAIL N.T.S. MINIMUM STORM PANEL SEPARATIONFROM:GLASS ill WIND 20NE4 &i55ENT1AL fAOkl17E5 l H12, ) MAxSMUM : DESIGN `l AUOWAa1E 1 AT NS LE55 ST RONSGRrATER PRESSURE SPRN(tmaA)THAN .i 301AeOVE GRADE THANDAe)VEGRAOE ( -30 t J 130.9 in e.116M 2363n + -3S / t3oDn f in aa6 sob NI e f40 1300 in B O6 in i 2.10 in /45 .. 13OA In b0610 .q_ a16 in - .. ! 5O - 0 n 13O i _ 5 e 2.164n A M + .55 J 396.6 in 6.08 M 235. wio 03.21n 6.091. ' 2,53IN Y- J 66 59.8 hF 6.11 In 2.7 2ht 3 / -76 38A in 6,121. 2.54 in +1-72 21,01" 6.1310 2,98 in SPAN SCHEDULE : U S 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WrM POSITIVE LOADS LESS THAN OR EQUAL TO NEGAME DESIGN LOADS. 2, 'PANO. FASTHNFRS' ARE STUDS USED IN CON CTTON WITH MOUNTING EXTRUSIONS NUN Act M N USE (`P" TRACK. STUDDED ANGLE. ETC:): USE 6.25' O.C. PANEL FASTENER SPACING TABLE. VALUES FOR ALL'W- AND-W-MEAOEAS (INCLUDING BUILD OUT CONDITIONS). 3. LINEAR IN'rERWLAtION 6EIWFEpr LOANS f5 ACCEPTABLE, LyfHERYl1sE USE NEXT NIGHER Loa'. : fL; QMONAL EGRESS PANEL DETAIL �J It 'or, FASTENING M `j DA9a'• F'-2.9Bo" 2.250" 7 7115 Z„r„,. y%? 0:094"I -0.0 d" I R 0,750" AI4L"62s". .. '�' in:12s" 4,054' o'9: 1a GA_ ._`c3,:,p tI all. g 4125H € ffi QQ0.094 $. .094" +q �- ,.G 120"- TYP, *'ui. TYP m fit, D O T1 Q62" 462, •094' N _ A m 1'.930 1::930, .LJ� - 0:375R� : Dfi �O.t25" ,., r(3�z: rR' �. D. 6z 1�. 2 ' z.49a { 9tlrxz c �j� p � YP i 35 2 000 wU -••� 2024e 1.1a0,t o-11' HEMER. "U' HEADER e�aUIL0-0 AOLx ��4-PNI C URE.- �� I 3.360' MAX � D313gg" }}�r,22 nh lkl i N 5x0" 01365" .31"655" 0196": 00465" D:376'" a o16:b55"'�33: .z 1f` -y H- tS.aa6" 0:35p' L.W7" UT w, 12,500" PANEL COYERAGE� �� 0,179_�I. ��lH�-I�r�. 0.190 -+I t•- I+ "fix 1 > 0;52q. 0.259"I 1442 n_ $ 7T �fT i DI �u.s4sr Iso .zw" $35 4 G ANEL DIRECTION 0.090" T- D,090" HAY BE O.0$5" 0:710" 0.305" ,y a ,I 215. AD 35" Z�OOr�0:090'� 0.215 I ry i TY R. TYP. a 0.700" �^BINLD-dlT'P IRAGIf 1FS P. 4.044"�,�'�'Tr�p�� N 1NNCMIT 0457° 'ul 5 - Ate' L'J-` 3 A110 f.'a REYH..f gy .11ER 0.D66 MIH (Jx ' 0376 9 �15655° D.19o'�� 3 -Kit rY� I n :np •T+r Q 4 12 4 s R2iER5ED: � �i' fl'•"' ••' E.._ 2'.�5' F1.T 'T r( 7yP. "F" ANtlLE iiACX "tENDE01 n. fgNl i,. t""I nt-aril 61'A rd '9 ;t. II-r:.,.vlt_kl SJ:,III.I>F.111 t/'i ±j ai i 1t'"-zs"MAX. 4' MRX'I. (\ tORNERCLOSURE bETAIL N $ O.SS']- ..;. 1 v,•neTe • ' ,25"MAX, MAX. anLYTT- -• .., w a fi O P.t B I - r rs nn ,r DISTANCE Tsf -I Ptt IINI rTPHII tit Ili - dN l R t II EMBEDvi­ RIM, lF f 1 WM'f 8-� ' • I OIxYca OP a a3:= , r .te . 'Tc,F= m f r: n rcx+1r wnu 3.820"„I 6-MF --s_ S A�ri.P�fc 0: OVERLAP MAX. 25°MRX. .; n.mm 1il N Nw1W1 rnrnur ur nit .- Jn:HF'in:r.E 3 T ° N.T.3 l,see" 8 5 :./. uax •: .EL S.S00" ,f- I �a uV �Jy aul I ,. d r2 � �.G' MIN, a4 r a en I.MAX, n:mD' L a ::_tt Lq tv.r. PxeTn F fee ir/i:-1 L �0 R LOBUR ETAtR L45C1R ETAi - f �. L.l,..n Tv �m)k'A 'I"]RnJni', " 6^. EMBED n w d:inrr.. r- T " L F r 1 -� �TRAP:NOUNTCtOSURE DETAD: n Ir-n:!;T:::.T 01MNNRPP.FMINNNNBDPE 20-31543 �. nA®oEBEwvrmrnl ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS O 12.5" D.C. f N �II'�-1➢Ei&�t•ICs➢I�ti�t®tZ�91� MM1MMMM 9MKMM Im E®N MG 1 1. _ - • EerRrr�yrr k13iYp��� - ® ° . MR.i.AJma®®®Ii.C�PJ® }� ��®E1�FI$>o®®®�® _ "Mum I® " �fflM MMMON � �� I�a®E%�F�®® I®�I�l�ts�m�m�m�s� 9 tit NIi HH#NANI)(I Pt A' (N 41i.S4iJ f+ld Tnul'.. A� J i N {{ O 314^ EDGE DISTANCE U J I� NAX DESIGN ANCHOR P PRESSURE TYPE PSP HPAN.lip in 611P til'An IN file'-N' tiPM1M 1P "I 111'-NIP EaaR TYPE CS t? C3 C4 Ct1p N TYPE CS C2 C3 C4 COMM TYPE C] C2 C3 C§ 1/q" x 2` EMBED 3 3 Ali nf:rtt'iJ 41 48 52 72: 12 S lb ff' SSO 199" 12.5 3b0 150' 75 12.5' 160 160":67" 125 15.0" 6.0 BB'. 12.5 16D 150" ei 12.5' 18 146' 69" D 125 160"160 75' 12;5 140 14 60 2 ]2:S' 160"147' 6.0" 12 S ]z5 lib O" S D 6 AD" 7 G W. 6D 2. 1 5 125' Sb❑ 16a 1" 6 4.7' 0' 14.7" 60 J29' 13.5' D ]4 " lfi .7 ''-b.0" 15❑ 147" SO" C g Figrl "[N6rD 1J2 33 WOOD SCREW 41 48 52. 72 12 S 16. ' 16 0 a 30 1 12.s 16 0 121" 7 D 52, 5' 16 0 10 8' 6 2" 12 5 Lb.' 14 0 1 81' 12.5 16 0 97" 56 32. 5" 6 1 0 97" <Sd" L2.5 12 S' L25" 15 SY 120 16.0 1„t 1 1 6v 9.6 70" 6 4 S ,6 x2:5 12;5 12:5 160 16 0.' 160 9..6" S6" P.6" 6 B" 95" S6' 12.5'9.6" ]2:5" 12,S' 15A" A.A" 5:6" 0 .6' 5.6" iS 4 3 q x3-1 q"CM CO 1) / 4. 33. TAP ORIP'[FA5' 41 4U- p 52- 72 12'S IS 0 ] 1 25 150 '3 3 2 .S 360 9 2''. 12." g 1 6IX' 1 25 16 ' Sl. 4 4 S iS 2 1b 0' 91": 3 1 0 i 12.5' 125' 160" 10,5" 1d,U '91 12.5 iZ :5 160' 9.1" 6q' 9 71u'x' "FMBED .VB 93 v1lINl H'nItAS'H 41 .000 BUSHIRC 48 52 T2 L25' 60 ''-86 7.0 5 5 ES, 16.9" 7,0" S.4' 12.5 i2 b' x5:4" 5.9' 6.0": 6251, 125" 1§.Z " 55' d.l ° 6,25' 123 40" 625" 123' " 6.n" 625 32,6" {.7' 4. D" Q'25 �, -O ,rf I rn I I ANCHOR NOTES: n •L• O y- C !. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES �Q SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED MAXIMUMALLOWABLEALL N IN APPLY. 2. SPANSCHEDULE SHALLAPPLY'. 2. ENTER ANCHOR SCHE[X1LE-B.45EDONPANELFASTENERSPACING,THE 'EXISTING STRUCTURE � �} 3 MAT ER3A aANCHOR TYPE. SELECT. DESIGNLOAD GREATER THAN OR ALTO NEGATIVE DESIGN LOAD ' ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH LITTER SPANS ELECT LU CONNECTION TYPE BASED ON ARPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILSON SHEET 2 FOR IDENTIFICATION OF OMECTION TYPE).. Q 9. 'PANEL FASTENERS- ARE STUDS USED IN CONJUNCTION AL MOUNTING EXTRUSIONS RS CO N [ WITH L M NTVALEJ ( F"-V STUDDED ANGLE, ETC.) USE 5 3S O.G: PANEL FASTENER SPACING TABLE VANES FOR J -I - AN @ ILDCUT O T NS P (1 ALL H'-AND"U-HEADERS (INCLUDING NG U C, MOLT O ). Rif, AL 4. ANCHOR$SHALL BE WSTALLFITIN ACCORDANCE wIFH MANUFACTURER$'REEDMMENDA71rXN5, 11. REMOVABLE ANO'tORS ARE: DEdfALT PANELMATE, ALL -POINTS & BRASS BUSHING, 12. MACHINE SCREWS SMALL HAVE 1/"MINIMIJ ENGAGEMENT ' OF THREADS INTO THE 15ASE ANCHOR AND MAY HAVE EITHER A PAN HERD TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) . V.N!O. OOANBMfRFIKRMaAWPE 13. MINIMUM EMBEDMENT AND EDGE DISTANCE, EXCLUDES STUCCO OR OTHER WALL FINISHES, 2D'31543 11. � DESIGNATES ANCHOR CONDITIONS WHIN ARE ROT ACCEPTABLE USES. - 15: DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON f+ ^Q) W C_ N 0 W U N CL 0- C 0 O c .� c _ C n- O 0 O O c- = O W `v O .N �^` W O Q !✓ C- .� � � Q r I` 0 N U N c� IM X COX C) L N (6 It n S l) 3 > _ CU 7 Cr .Q W E r l� J C4 ~ U O t5 t` -� O > W cn W R_ U)) V `J I tO i i Q U CIO O ^^L 6- U v ■ �_ to W LLI c G Q Z 11 SHEET NO. SH 1.5 BP-5as5 ocw-t a�S LL Fa„t�2073 63�i9 Rwe�}iflisp ;R