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6289 Beverly Hills Dr
INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 — — FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS - FRONT & LEFT 2.2 EXTERIOR ELEVATIONS - REAR & RIGHT 3 4 ELECTRICAL PLAN ROOF PLAN 5 FOUNDATION PLAN 6.1 FLOOR FRAMING PLAN 6.2 ROOF FRAMING PLAN 7 LINTEL PLAN & DETAILS {�e SN STRUCTURAL NOTES — 1 ABBREVIATIONS — --- — -- ----- —�' SN1 DETAILS s AB or A.B, Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room S3 DETAILS ABV orAbv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius - — --- ----- ------- ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill S5 DETAILS AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed S61M DETAILS AHU or A.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle --- -- --- ALT orALT. Alternate FRT Front REF or Ref. Refrigerator ST STAIR DETAILS BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF B'Ifold Door FTG or Ftg. Footing REQD or Req'd. Required SS RETROFIT DETAILS BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room D 1 SECTIONS & DETAILS BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round_OeD2 SECTIONS &DETAILS 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 _ _ _ _ _ WP WATERPROOFING DETAILS BOT or Bot. Bottom GT or G.T. Girder Truss SD or SO. Smoke Detector -- ----- - - -- - BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door PA1.0 PRODUCT APPROVAL NUMBERS BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves PA1.1 PRODUCT APPROVAL NUMBERS C Carpet HDR or Hdr. Header SHT Sheet ----- ---- ---- CAB Cabinet HGT or Mgt. Height SHWR or Shwr. Shower PA1.2 PRODUCT APPROVAL NUMBERS CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL orS.L. Side Lights SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL 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 SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) SH 1.2 HURRICANE SHUTTER PRODUCT APPROVAL COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square _ _ COL or Col. Column INTorInt. Interior STO Storage SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL COMM orComm. Community K/WALL or K/Wall Kneewall SW or S.W. Shear Wall SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN orCONN. Connection LAUN orLaun. Laundry TB Towel Bar SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered -- - --- -------------- --- -- -- - ---------- — CT or C.F. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken \ D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry O \ DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder — — O O \ \ \ \ 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 DIAorDia. Diameter MGT Management (room) TYPorTyp. Typical ------------------------------------------ -- DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise a n n - - -- ---- -- ---- - - - — DS or D:S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) l DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base 1 I \ 1 DV or D.V. Dryer Vent NITS or N.T.S. Not to Scale VERT or Vert. Vertical U U DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam MEAN ROOF 15 FT. HIGH TYPICAL DWorD.W. Dishwasher OPNGorOpn'g. Opening VTRorVTE Vent through Roof/Exterior Ll El El L] L] El El :71 FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional W or w Washer ELECorElec. Electrical PC Pull ain W/orw/ With EIF—]E:] MEAN ROOF 30 FT. HIGH TYPICAL ELEV or Elev. Elevation FED or Ped. Pedestal eststal WA or W.A. Wedge Anchor � � FOR 2 STORY HOMES EQ Equal PH Phone WC or WIC or W. C. Water Closet (toilet) EWorE.W. Each Way PKTorPkt. Pocket (Door) WDorWd Wood THIS DRAWING AND DESIGN IS VALID EXP or Exp. Expansion PL or P.L. Pound m WH HDR orW. rWbW. HDR. Window Header �I FOR 12 MONTHS AFTER THE DATE IT EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID FIG Fiberglass (Shower Pan) PSF Pounds per square foot WP WaterProof(ing) CODE REFERENCES ARE SUMMARIES FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. FIN FLR orFF or Fin. Fir, Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 08/23/ 12 1.00 NEW BASE PLAN 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 irl these documents, prior to 07/30/ 15 1.1 2015 NEW CODE UPDATE the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,oromisinterpretations undetected and not reported to the Designer / Engineer prior to 05/09/ 18 2.0 FBC 2017 CODE UPDATES a 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 be 12/19/20 3.0 FBC 2020 CODE UPDATES Office at dfo reimbursement immediately.Nogner/E gineerrges ili h 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 4 rq J% r4 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 2074 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� c.e � 0 -o C*4 o= a� o to a CID -M ca 0 ``a rZC VV A a ^°O ' ew CNJ or �! eLin 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. W �E a 03 N 0 � 00 N 0M ) l.� .�i M LL � 2 a- S Zmcrn a (Y!J C13 Ig :��� N Z; W 00 T CT m ILno Z Co MZ ¢ ZN O V ofco) W ❑❑ 0 z z o =C J N N z a fa r-U m � U m O w o t.n) � � wra c� wE V �•,.. d 0 p N N 0 m sm o w Ch M J z q p {S Z Q E U ¢ w� -0 <OD zo z® oa H r--- 1 - �o X U ¢ ¢ = U O O E N i az ¢ p �¢ x, Z W W :3 tv o m O ��ZZ - C �m >Z Z C L oU LLa N W W > rM �o k 30 �— oLL w = . IIt� CD V L za a 0$ c C� M, �\ rn m CIO 00 < rr�^ N O O N .� 04 C)N N <C n M Z E T m a E U J Q 0 _J JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. 17\ " C M. KITCHEN MIRROR 0 60 0 ih VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w /Q MEDICINE CABINET oZ oLL co M KITCHEN O. BATH BATHROOM 2 INTERIOR DETAILS SCALE: 1/4" = V-0" NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 24" TOWEL BAR ON WALL ABOVE TOILET TOWEL BAR ON BATHROOM WALL o I " OD TOILET PAPER I HOLDER O SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. w SHWR. (=7 VALVES o = o zo SOAP � m o DISH U ion in 4 - o O <r m TUB 42" H UPPER CABINETS- 36" H UPPER CABINETS - 16" FOR LINEN 30" H UPPER 1FOR PANTRY CABINETS - OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT cc o 0 BRACKET 36" H BASE FINISHED CABINETS- COUNTER TOP 30" H BASE 4 oo CABINETS - lL F N In d O 2x r n m ED FRAMING o 1/2" GYP iv N BOARD - - - BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING-vISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = V-0" 1'4"X1'-4" "L" SHAPE CMU COLUMN I u TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 2 rn to Cl) 0 oo 10 1'-4"X1'-4" "L" -� SHAPE CMU COLUMN 9.t;,-n„ 1I T-0" 12'-0" 11'-8" T-9" 8'-3" AC PAD HB O 35-SH *- - - - - - - - - - - - - - - - - - - - - - ■ LANAI NOOK 8'-0" FLAT CLG. AFF - �- - 8" W FLAT CLG. TILE - I 124" - - � I 8 SGD I - 1711 I. a 0- - FAMILY 8'-8" FLAT CLG. ► �i I CARPET j I pi I fi F4- 2'411,, - - 8'-8" FLAT CLG. 2468 - -- - TILE _ '-0 FLOORG_T. LID -------- --- A REF.--- - 16 - A - g-74" 13 -- 2x4 DINING SPF 12 S STUDS w/ (3) 16d (3) 8'-8" FLAT CLG. NAILS @ BASE S3 11 CARPET eo S3 -_ - P 10 42" H 1/2 WALL 3'_3" 4'-2 " 9 _- OR RAILING PER SPECS 8 FLOOR G.T. -------- ---- --- - --- 7 (3) 2x4 #2 SPF _ _ _ 6 -- STUDS w/ (3) 16d I NAILS @ BASE _ X p - M J L`1 2 3 4 5 - 406R ARCH � c% P W D R GG - _ (3) 2x4 #2 SPF 8'-8" FLAT CLG. ��`b I �'�ps S3 W. `L - STUDS w/ HTT16 --- - _ TILE _ _. j I AT BASE P j ; oo - FOYER PE K LAU N is - Q D. -- -- 8'-8" FLAT CLG. 8'-8" FLAT CLG. � I - - TILE r S4 TILE i IIIIIIIIIIIII111111 - -- r- o SW H1 -- 6' 4" 6'-74' 4'-O T-234" - =- _ _ 0" 17'-10" - - i� EDGE OF SLAB 2" 35 BUILDER TO LLJ BEYOND WALL D1 PROVIDE APPLIANCE - PROTECTION WHEN I NOTE: FINISHED WALLS REQUIRED PER FBC a TO BE FLUSH. FIELD - I I----- - VERIFY. G.T. ---- 8'-8" CLG. A.F.F. ----------- - 1 O I 8'-0" CLG. A.F.F. ENTRY 54"3r22=-- Z LU Z 8'-0" FLAT CLG. AF ATTIC -'''I I Q a ---- GARAGE A� J06 8'-0" CLG. A.F.F. W cC) TYP. @ SINGLE > I j 1'-4" 4'4" STORY (SEE AA/S3 FOR STEM OPT-) S3 r- I I I ---- -- - I I I I I I I I K I I I I I TYP. @ S4 I I O GARAGE I ------------------------------- 16070 OVERHEAD DOOR 16-0" 1'-8" 19'-4° 5'-8" 25'-0" EXTERIOR WALL W/ 2x4 WALL PAD OUT HANSON BOX @ 36" A.F.F. DRYER VTE ��--PLUMBING LINE TO SECOND FLOOR '-WIRE SHELF @ +54" A.F.F. O U C� 80 2 U 90 60 = HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 314" 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 7 114" 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" 0A +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 SEE SN SHEET "�40 MPH ii6ii NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20 X 38 g 18 1 X 37 3 S.H. 14 20X5059 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1 H2 27 114 X 26 26 X 25 2 S.H. 1H3 271/4X383 26x374 S.H. 1 H4 27 4 X 50 g 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 1116 274X72 26X711/2 S.H. 22 374X26 361X251/2 S.H. 23 37 4 X 38 g 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 # X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38,3 52 2 X 37 4 S.M. 34 54 X 50 s 522' X 50 S.H. 35 54 X 63 52 'X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.M. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5,3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage, R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided With window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT, @ 8'-8" A.F.F. MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED FIRST FLOOR PLAN - B SCALE: Y4"=1'-0" N tit � ,o -o � ®J 0 s cia c.c o = fO co >< cc o N C .Cc d , , O7 m d cm y cs�d � d u m o 0 �f l 14E9f�"Ort�jBf V ego p�� .`. • r V V �0� J ul ° 0 r °'• ° A;ell •••a¢a •aa.c ESStO�b� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a N co8 M CM 0 0 .5 �0D coo N N r N �r-�a N O •/ � V J coJLL LL Ill -J In co 11 a- V13 Z 70 C O O. W k Z 0 0 a W omN o W co 1 j m w z Z LL <. U- N IJ-- O U ¢ o Z W ❑ L7 c9 z N M 0 z o M tn z to C W �J o 1 4-1 IIVV[[ w � � U � o W o N w (� r- cn w � z zoo> ti o Q0 w M M 29 'y52- z Q u- woo Q 0 o E: 9 lad O 4 _° O K CDQ CV z O ¢ z r L c� I _ � Z Y U hOJ m O 0 1 Z z ° 4 W �z Cl)J U)- a o LL z �o a NW V O oLL r� o co w �o 0 0 y >M CO m a� Q N in Lid ~ o 0 Q N 04 0 N T� N Q n CV ri lfi o Z m z E r ( c a U Q p -J JOB NO : 22-06454 SCALE : AS NOTED SHEET NO. 1.1 _ L_ 1_ 1 1- I I I I IT III? A l LIV I 42" KNEE WALL WITH 1x8 CAP & CASING OR -- 36" RAILING------- 36" H. CONT. GRASPABLE RAILING 3/4" PLYWOOD DECKING E PRE-ENG FLOOR TRUSS ( 12 -- -- - --- 2x4 THRUST BLOCK (3) 2x12 STRINGERS `� ix TREAD (TYP.) MTv 1x RISERS (TYP.) r t\ 42" KNEE WALL WITH lB,j' / /' / / 16 �( Ir5 3/4" PLYWOOD DECKING 2x6 LANDING 2x4 FRAMING 9 - - 7 _ �- - 3/4" PLYWOOD DECKING 1x8 CAP & CASING OR 36" RAILING 4 I ` 3 2x6 LANDING 2x4 FRAMING 2x4 THRUST BLOCK 2 1 7 TYP. STAIR SECTION SCALE: 1/4" = 1'-0" STAIR CALCULATIONS: TOTAL RISE = 1 U-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOS 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. 'he radius of curvature at the nosing shall be not greater than 9/16 inch. A nosing projection not less than 3/4 inch and not lore than 11/4 inches shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the mallest nosing projection by more than 3/8 inch between two stories, including the nosing at the level of floors and landings. leveling of nosings shall not exceed 1/2 inch. landrails: landrails 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 ian 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 turned 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. ;rip -size: landrails 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. uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 ches 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 ches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the eads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a There 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 � MIN. (3) 2x STI @ END OF LA BELOW HDR. STANDARD( STRINGERS SIMPSON A3 MP34 CLIP Ti FLOOR SYST LANDING FIR, (2) 2x H REQ'D ( LANDIN STRINC CONNE 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 SIN CONT. HANDRAIL RETURN TO WALL DETAIL B SCALE: NTS 25'-0" 2'-4" 16-1" 6-7" 2x4 #2 SPF STUDS @ 16" 1 O.C. TYP. @ 2nd FLOOR 6 H1 6 O H1 D2 EXTERIOR WALLS B 112 33 SH TYP. @ D2 TEMP D2 EGRESS CORNERS 0 4-SH7-4 R -Iv BID 166877 wz SPECS. I B.F.4'-4" �-51_611---7-- 2�'4�� I M 3 L o Z �� 10 BATIH 11 24 D2 A 8' 0" FLAT CL~a _ I R/SH _ o _ G.T.. SIM. w/ (1) 48x42 /` - - - iv MSTAM36 -I 3 CES t 1 TB N @ BASE D2 SH - 7'-0" � 2 - 3'-z''- 12'-10" Sim. w/(1) T ET (I ��� 36"x22" MSTAM36 'A. .F. I I y" I ATTIC @ BASE �i 4,=-� -- ACCESS OWNER'S ("V CN 8'-0' F T CLG SUITE ( C PET io �Tl I 2468 8'4' FLAT CLG CARPET in N 9 4068 :n mi B.F. LM 00 m co - - - - - - - - - - - - BEDROOM 2 o - " R/SH 8'-0" FLAT CLG - CARPET (D 12'-2" 4'-8" 4" T-6" D2 N Lli M 4 LO H1 0 5068 2668 42" H 1/2 WALL I 16 v B.F. OR RAILING PER 15 SPECS I J 1 14 S6--------------- 1 13 can -L °___� TYP. @ 2 RISH U `�' LO D2 STORY. SEE a, 1 12 " JFOR a o b TECH I 11 Q H1 STEMEMWALL 33 r CENTER I OPT. _ i 10 100E-7" 3'-4" 5'-8"lo T-T' 19 T-11" - 11 ILETO 8 -A H r-� 5� 'A .F.F. 8' 0" FLAT 7 L1 TILE T 2868 j - - - - 6 II 3 19 cN,r -I I I D2 " 1 2 3 4 5 SIM. w/ (1) r MSTAM36 @ BASE D2 BEDROOM 3 4-SH N r SIM. w/ 1 8'-0" FLAT CLG MSTAM36 CARPET G.T. •- ----- ------ ( --------- @ BASE -I- - - - 11'-6" 12'--4" 11'-2" I G.T. 0-0 MSTAM36 C7I a I d ri r @BASE BEDROOM 4 3 3 I 8'-0" FLAT CLG D2 D2 CARPET G.T. SIM. w/ (1) = o MSTAM36 s o I @ BASE 1/233SH m I 6 B H1 25-SH 25-SH I � EGRESS � EGRES I D2 22 D2 D1 H1 I L- - - - - - - - - - Z-10" 2'-10" Z-11" 13'-6" 2'-11" 5'-8" 19'4- I 25'-0" I I I I I I I I I I I I I I I I I I I I I L----------------------------- --J REVISION NOTES 12/17/2009; 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS, SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 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" ( +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 �G SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X252 S.H. 13 20X383 182X37 S.H. 14 20X509 182X50 S.H. 15 20X63 182X622 S.H. 16 20X72 182X712 S.H. 1112 271/4X26 26X252 S.H. iH3 271/4X38g 26x37 S.H. 1 H4 27 1 X 50 a 26 x 50 S.H. 1 H5 27 n X 63 26 X 62112 S.H. 1 H6 27 a X 72 26 X 71 1/2 S.H. 22 37 JJ X 26 36 2 X 25 112 S.H. 23 37 J X 38 a 36 2 X 37 3/4 S.H. 24 37 4 X 50 s 36 z X 50 S.H. 25 373X63 362X621/2 S.H. 26 37 a X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 $ 52 2 X 37 a S.H. 34 54 X 50 8 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090, 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ T-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 SECOND FLOOR LIVING AREA 952 S.F. 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S. F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED SECOND FLOOR PLAN - B SCALE: l4'=V-0" ! 0 C%4 °' W cli aso, Cf) u- 0- N Q ✓ N W..� RS ra v y.._'.,.W secs �er•Qxa o a v w U y�� 4 . fill111t111'01� 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. gym, W r a H o o m 8 AIR' N 0' Ns J �oNv N a� Q 3 LL g J 3 ry. W e ; 13Z J L ?� �- w rtT 1 � r_ y o i O W 7 @N r9 Om ff. u Z IL Cn O J N m Z Z J O U < o s ut, W ❑ ❑ z N M oco z co N z o � � Q J M 0�5 c� U wS O v ' w o o U ;v f J Wco U o 416 N 14 ZZZ M M n S p Q � J LL_ E K zoo a p E v �� a= �® o� CL X O &¢ O OU Z cD o E N t ao wo o Qo FI rw N CY - mo 0 oLL � "m 1Z a' w - NZ � a� 2< Z go W Q U � �w � aLL =� o Jz w� -5 >° co d zIa a� ° 3 0 c O = >M m O 00 T T CN LO 4-1 N LO N N <C n D 00 N Lip o M Z E T w (n c a U � Q p JOB NO : 22-06454 SCALE : AS NOTED SHEET NO. 1.2 SCORED STUCCO BANDS — 12 F/ 5 � FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 5� IMINIMIMIMIMIMI M MIMIMIMIMIEMI 3068 16070 OVERHEAD DOOR EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS _ _2_nd_F_IN. FLR. n", T_O_M._/ET.O.M.�GNTRY MDR. HGT., 4 TEXTURED U CEMENTITIOUS FINISH ON CMU SCORED So STUCCO CD BANDS SV FIN_ FLR. FRONT ELEVATION - B 1 r W I FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 12 �5 ---------------------------------------------------------- ------- FLASHING --\ TEXTURED CEMENTITIOUS FINISH ON CMU ------ I_ CJ / WEEP 35 SH SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = 1'-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = 1'-0" Y 00 r 2ND FIN, FLR. _T.O.M. ------ — ----------- ------ T.O.M. GAR. /ENTRY _ _HDR_ HGT., SCORED STUCCO J o oao 0 BANDS o0 --------------------------------------------------------------------------I---------L—J----------------------1---FIN. FLR. LEFT ELEVATION - B. SCALE: 1/4" = 1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Coverina 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 ` C%A w C � _ cc Nz d O (4 � c Z $ cc d� u w rb�RjS+E��, IFL0 OSSIO� 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. N® o E o 4 co U O W 00 N N_ 'm 5 O (n , D , 4 YI C7 U- J ";5 Q �' W LL IL_JJ lL t° t7 ZTirn O 0 (� Q'1 '�, m W Z Z Q N M K O U Z W ❑❑ N M o o � ¢N¢ Wv) Z v QJ �_ W p .W o O LLJ V) Ga s (J ) 41 o N O14 Zco y ¢ zo Z __J L! E� w¢ 'zo Q o E Z OL co oa 00 O E a,ro d p o w o 4o a Z r r_ Z$ 0. m� o Z Z m 89 g° a U a& fir � o a= FW Z r zl� ao a- 0 c 0 > (o 0 �a � � r T T 100. U N �— m 0 CV 04 � � r r ai m C`V � � vi LO o Z ZE �� rn N N C C a O N U � JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. 2.1 EXTERIOR PLASTER ON FRAME 12 5� 25 SH 25 SH CJ FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 112 33 SH 80 -----------------------------------------------------1--- 2ND FIN. FLR TEXTURED CEMENTITIOUS FINISH ON CMU HDR' Ht =ram 0 2ND FIN T.O.M. T,O.M.(I ENTRY HDR. H( oo _ 00 0 00 FIN. FLF CJ / WEEP 35 SH 6068 SGD REAR ELEVATION - B SCALE: 1/4" = 1'-0" T.O. --1--- FIN. MMr-M f1I AC1 C1 C1"I K 1r%I r- I 1ClrAI 1 r-f AC1 nrn RIGHT ELEVATION - B SCALE: 1/4" = 1'-0" __RIOR >TER ON AE "URED ENTITIOUS ;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. I 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 5N1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.xl-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 (lashings 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 C= c� ' c� o LU C3 W ar- o u a C CO CV Cy,- Q- rn s" x Cv CC W d d r y y tZ. a v rr `y`@l111l1ET�1jyr'rrr `fir G ` \ ` CN >% 4)t . To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 2s qS ' H a c,E p N U v a im SO N ro d Q M V C: _J I1 LL W ca Z �� o a Z — o Y mC:� co . ° C3 o O T C W W Z U)N� a ZN O v c0 M � Z N ch O O z o WV1 N z -8 Q) U 1—, v, LU U O oJim �y N tN U w ; r — E I I U o ca 0 ® D o w co M zQ O Z E �� ¢� ai O E V Z0 oa 'T 6 CL xo &a 0° o< Z� O E N a p w o 0 ¢p z w L (4 C Z =Y ma O OLL ZJ� �Z Z gz CD- 3 a �Z V ¢O a� =~ Q Y a 0 CD 0w a° 0 > (� m m 2 0 Q�00 L CID 't T �. � T ^ � U) N m LO O o N LO C) N r— N Q ai ca M w N iii LO o Z Z E a_ E o U o ai Q p _J JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. 2.2 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. 150AI200A INDOOR NEMA 1 150 AMP/ 200 AMP t to lights & outlets ? to appliances and GFI to WH to Range to HVAC MAIN 150=210 200=410 in 2" Conduit 200 amp 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING #4GROUNDINGWIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12, Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G. F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET (� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS 1.5" VTR �I it I I III 3" VTR I � � <\ I I `�I I � I I TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN SWITCH DISP( EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) I TELEPHONE (OPTIONAL) TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT S" VTR PLUMBING RISER SCALE: NTS KITCHE 111 EI[Illl.,rrrrsss� NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR CROWAVE RANGE HOOD PER SPECS SPEC 3 & 4 KITCHEN SCALE: %4"=1'-0" WP A/C PAD GFI DISC. A I I' I "ENTRY DB & GFI TO I GFI BE ALIGNED — — — — — — — VERTICALL I \ IN, DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS m = w w uj Z �OZ) m �UI=- > _j COACH LIGHTS COACH LIGHTS OR PREWIRE AS \ OR PREWIRE AS PER SPECS \ / '� PER SPECS FIRST FLOOR ELECTRICAL PLAN 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 t L----------I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - SECOND FLOOR ELECTRICAL PLAN N C� c�•>o C%& 04 C G d� D C -CC V N CLI TC C u- a. yL O) ar o • = .¢ its w ai o p CD A .a Etj 0 N 0 cV t` GV 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. y W a FJ o 0 � � U a) ') a 0 S .: N to�r4 2 vt w _l w lL 5 = t0 -C rn �� °a' v �' y�o_ �'c4 CVO o EIL W Z �O'o' m w N z° ¢ lJ— �h �^ N M VZ O c) � o C W �¢ ❑ ❑ U � r z N M O � M N z a � Q J — cl- N W Un N M o yI - w � U —� OLU g vi �f6 � U ' R _ E 8 Ito . .. _ : z V CA I� o W M c7 ¢ 0 Z LL ai E 0 w° <® CU V — t d < U x U U a 00 0 U p O o m CV It 8 ¢° o ¢o ww ¢ cnr c m� o, z ''<w � o J wm � gm cn ¢w zz go was8� n. � wE <� a �w _L o <Y ao � v 0w z'Q ° 3 0 0 Q L > C') (r rn m m (D co d T �. 0 r r a Y N L i m d N .Q 04 Lo 0 CV Q N T n Em w � 00 N LO o Z z E f ai Q c a 0 16 Q n JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. 3 Fes.dMW----d�-�r�---- W CL O Cn N n LO 4'-0" ROOF VENT axe 5:1� 2 SLOPE 5:12 SLOPE' z Lu ZONE-2 9 0 ATTIC SPACE i C r 1170 SQ. FT. Lu o r I lfi I 5.12 LOPE 5:12 )5:125:1+ 2 SLOPE uj 0 J — — — — 5:12 SLOPE 5:12 SLOP + E' I � W (ZONE-1 i o ATTIC SPACE '316 SQ. FT. Q I I 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. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ, FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4'=1'-0° 6 v % C� C', C O d 'O 7 W Y.. 0- ,tn A y cw C7 cc .. CCco .O _ C eO Q � v C .r I , k " "\N Ol%�'t8o�i `fir ��a o 8S Lo ayaa Y_ F YaY, P �c spy' 'r1�0ii f t t IWWr k'%�'� 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, s V o M8. o N N 'COP Vr W N 5 Lo < g r� > HN m o z 7 cj J M LL 52 Lt. u u a w °c io k cc'N W o rns N Cl) Z J — U o = O �i W ❑ ❑ (D M N M O Q r✓ M �N O w o V) U L i v ) N � M m Q Y ®® .4 � r a Jz M ¢ z u o Eca s� wz aN Z0 oa U CL &4 OU 0� N ¢ p ¢ a w w L my m g o, C' oa go p— a F Cj w Oz C) u a Vco z¢ E� >M 0 a� m 0 CU 00 (ID Mot T m L0 ~ o 0 .� N C O N T N <C co N �,; tt 7 o z z E E U a JOB NO: 22-06454 SCALE : AS NOTED SHEEP NO. 4 pn n V9 n v n nsv n v e° n v v vn' n n - n v vv:n�v vv:e�v vv:n�.vv:n�v vv:n�v vv� 45 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 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 LLJ LLl J 4 11 CONTROL JOINT DETAIL G WAU 1 9,_n" V-4" 11'-8" T-5" U-2" T-5" 2'-6" x 2-6" x 1'-0" w/ (3) #5's E.W. TYP. @ L AC PAD PORCH S3 f ■ ■ ■I I ■ W 9 --- I INDICATES FILLED C LL 1 F 0 T I w13000 PSI CONC. GF�OUT I T FROM FTR. TO BEAD( w/ (1) #5 I I 0 IU ■ REBAR VERT. ABOVE: SLAB. I I F 00 5'-10" 6-10" 4" I TYPICAL @ ALL PLA ES SHOWN. HOOKED F1 G DO EE/ENT I I o I 5XT. ABOVE S AB. v I GRADE 40 STEEL I — C.J. — ■ ■ ■ ■ 00 _ I :- HVAC CHA E 00 ■ (PROVIDE 3=1" BASED ON 1 1!2" IRECESS FOR SGD M LOCATION IREFER TO MASONS S3 �� I - I I I I ■ co SCOPE FOR WIDTH. co � III ■ I I CD I � p 0 I I I C.J. F. 7 I I Ia. I S6 TYP. @ I I TWO 3Y2" MIN. 3000psi CONC. T-8Y" I 4'-1" STORY 10 SLAB FOR HERNANDO COUNTY ONLY. 3Y2' MIN ■ i I 2500psi CONC. SLAB OVER 6 MIL VISQUEEN III ■ VAPOR BARRIER 00 — v I i F— IU d Np I S3 S3 — — _ C.J. — ■ I l i III N I I in I I III o I i I I ■ ■ I C? 7.-3" I v N — — — � — — O I I ■ PLUMBING GG I I STACK C.J. _ S3 2'-6" x 2'-6" x T_0" _ 13'-1" 10 V-0" w/ (3) STUB UP #5's E.W. I TO 2ND FLOOR _ — — — — — — FOR A/C O I I I I I I I 1 1 1 1 1 1 1 1 1 1 —b' 3 1 /2" C I = w S3 S3 ■ I ■ ■■ 9„I 179" I I Uj �0W 1I'-6" 3'-11" N I PROVIDE 1/2" X 9 I o > m ■ 1/2" RECESS FOR a ¢ a- ■ 00 I 4" FRONT DOOR p Q (� a o TOP OF CONC./ PAVER TO -� I z 0--v I ��M BE 4" BELOW FIN. FLR, U �� I wJ t > W I I 2-6" x 2'-6" x 11.-4 4'4" C.J. 1'-0" w/ (3) oo I — — I 0r #5's E.W. L S3 I o I I TYP. @ ■ I I ■ ENTRY W 0 I A u-1jj I s3 I TYP. @ SINGLE J I I STORY (2) #5 VERTS w/in S3 (2) #5 VERTS Win I HB vFILLFILLED CELL ED CELL — — — — — — — — — — — — — — — — — 16'-0" 1'-8" 19'4" 5'-8" 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 O Cn LL J z U) MONOLITHIC FOUNDATION SCALE: Y4'=V-0" 0 c•a C (%4 -c o Cn o fl-R C') c � X thto vy a• o �Y0-4 0V: EL n> . c tcc o a, u e� } ai A p � E � o �o oz ,tie P r •. O� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W �E , W 0 co N 10 ��ai M z �= #C LL LL Z W� Z CO C� rho C103 N N � �o O W 1-- �2p m Z Mul Z N F F O Z O U U W 011 Z N o o z � � Z r= J 11 � r` � z LL CI') LU O N y to C wigLU L r � U i; N ¢ • N e� o co w m z o z LL Q E wo >� Q tz - oa w� I- o E XO O¢ ao 0UU 0� 0Z O N Wz o `� wz �� r'a ci C mo ZE - Wo az 31 fl- o� O< o U az m w W wLL z �~ c O 0 d' M N L.J.. m v c9 00 `VALA T d- � r r Q CT Y ' VJ m L0 a"r O o N LO 0 © N Q N �— ai m N E 00 L i 0 Z z vi E T `m c ca ITT U -j Q p J JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. 5 ��.�w,\�AI� .IIIk1ENYo®Y{p TYP. @ 1 CORNERS D2 0 80 b n M 00 Er) 13'-0" 2 FT3GE D2 12'-0" N 0 A @ 24" O.C. MIN. 0 EX S6 � TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL CE FT7G FT6 1 L1 0 iv CN TYP. 1 1 LO BRG. WAL 0 0 A FT8G 1 V FT 11 LL- -' FT13GE --1 BRG. WALL J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL 129 35 22 A (2) FT9 D1 A (2) CJ3B CJ1B 9 D1 the' 7 D1 FG3 A TYP. U.N.O. d 7 N '�-- m m r M U U 5'-0" M m A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) 5'-8" B4GE RS H ND ENCLADD CLADDING WI DFPRESSURES AND OSUUCTIIONIS FORM ANRROO OHEIGHT ! T25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-112:12j (SO FEET) (-) VALUE DENOTES SUCTION a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 49.57 -49.57 1 -49.57 10 GABLE -38.22 38.22 60.99 -60.99 -60.99 7$.58 / ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): VI,(/ ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELDZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: I O I I O SHINGLE: Y16" EXP. 1 CY16) or %2" EXP. 1 (3716) I IQ I TILE: t%2' EXP. 1 R16) NOTE: 1. PER CODE ASTM %$ F1667 RSRS-Ot REFERENCE TO 8d (2 ' x 0.113") NAILS @ + 13r 3r ° ® OI d 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/s" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. (NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. f ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING TO BLOCKING (2) 12d NAILS TO—/ '----ROOF OR FLOOR BLOCKING EACH SHEATHING END 2X4 BLOCKING AT (2) SYP#2 TOP PLATE EA. ROOF PANEL JOINT AT 48" O.C. MAX tSTA30 EACH SIDE TRUSSES @ EACH END OF WALL 2x4 SPF STUDS --- @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 SEE PLAN FOR DIM. SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP—DOWN, WALL TO TRUSS SCALE: 1/2" = V-0" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 1 Od x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 1 Od x 1 1/2" B HETA16 1810 9 - 1 Od 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 E META20 1450 7 - 1 Od 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 - 1 Od x 1 1/2"& 8-1 Od H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS _ _ J HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 5795 5/8" ANCH. /(26) 10d A-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 112" 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" x2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR _. N LUS26 1165/1060 ** 1005/915* 8 - 10d x 3" JUS26 1000/1080** - - 8 - 1 Od 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 14-1 Od x 1-1/2" S VGT - M 4940 3555 wl (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F wl (24) 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 -1 Old x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Old x (1) 5/8" ATR wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & 1 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 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 112" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)1Od 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 (A) OR 2 PLY ;ARRIER 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) (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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O (A)� INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-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. OR cc co 0-1 CONT LEDGER rCD 0 co o t tffil CD Clz Q ) z U) t or00 co qql- ) FIN SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV-B SCALE: Y4"=1'-0"' `i t' W m ate' cu RJ p l� cti •;,' ar CV f,, a tiG 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 po (2) TYP. 25' -0" ( i�w , (",v( 1-- , , urv, OVERHANGS OVERHANGS RSH ENGINEERED PER ASCE 7-16 OSUCTIONOF BROOFLE OHEIGHT 5 2 ftND CLADD CLADDING WNDFPR PRESSURES AND S FORM ANGN VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft / (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 —T-----T— \��-� �.i 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.5$ ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k A I� ry �I ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \ ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ®I I QIr/ I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ( I ROOF SHEATHING: l O l I Q I SHINGLE:/ys" EXP. 1 (24/s) or 15/32' EXP. 1 (3s) I I t I IQ I I TILE: t%2`EXP. 1 (3�s) — I I I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS + t r 13r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN is/2 ", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1Od (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 1 Od x 1 1/2" B HETA16 1810 9 -1 Od x 1 112" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 1 565 535 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 - 1Old x 1 1/2" RT16A 1020 1160 9 - 1Cd x 1 1/2% 8-1 Od H FGTR 4725 3400 w/ (18) 114" x 3" SIDS 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" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 * 8 - 1 Od x 3" JUS26 1000/1080** -- 8 - 1 Od 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 - 1Od x 1 1/2" MTW12 1195 1005 14-1Cd x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 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 & 1LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x2 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 24-1Cd x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-1Od SPT22 735 8-1Od SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od 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 5'4' 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: 4"=1'-0" c� c� e� C%A w C2 s c i t2- m ,- LA_ ex. V% lC,C• �..,, N ca j a�i osQ cc L � — d N � � c �v c5 �7 Vw In L4 �"ry ��f` � • � I 0:� i„ ,5L�,.A� 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. o E 8 Q0 M 0 N O � O Cc,C ti k.A O Co c\I O A 3 y (o N l n N C h pM� r¢ Q 9 J LL 3$c u. w a , u-. (L a o Z rn v v%M13 ty.! � t_�_ 0 � 0 7 � ] W ro ` rn �, m Lu ` Lo cn Z J 1: N z O U U) r d W ❑❑ CD rMi z N M O O z — O z o n- N N � /) M �/ V O LL W U0 0 w o V) �L� � I_ _ U E x U o N ¢ 421 ®O7 o O M M J o w z < U_ A - cb E E Ou Z �1 ¢1 N as z® w� N F— t0 O E gU U ¢ ao 00 o U O XZ N¢o ¢ L rp U0 J < . Y U m � m o 0 Q W �z Cl) 8W K i g° 0. S E H r O O z w w ¢ .0 a = 0 O cyj I..L d' N 00 L r =3 r �_ QY U m Ln ~ O O N Q C:) N Q N �- ai W N j 00 N U') o Z z E T a 4- U _j Q p ° JOB NO: 22-06454 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 . Safe vertica oad Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F8-1B/1T 8F8-0B/1T 8RF6-08/1T r. AO © © O O O O O O 8RF14-1B/1T8RF14-0B/1T 81`16-OB/1T C) O O 8F441B/1T8F40 1B/1T 8RF40OB11T 8F321B/1T • FORM & GROUT SOLID •,, ��, � �r. o CV w :'. O #5 BAR CONT. SF16 1B/iT 8F12-1 B/1T ® O O V 0 8F20-0B/1T 0 W" LINTEL DETAIL SCALE = N.T.S. iF TYPE,DESIGNAION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T U ¢ tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif precasilfntels = 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. Rebar 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. #SR M IN.. (1)(1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL A Q a a C M,U. #5 REBAR AT TOP a GROUT MIN. 1 REQ'D O C „ 1-1/2" CLEAR G a \. C.M.U. ° 5 REBAR AT = c~n W - c BOTTOM OF i W z w 00 � o LINTEL CAVITY wO V U) w xw L OTTOM o¢Ci0� v REINFORCING PROVIDED IN LINTEL ¢ ¢ (j m z Z LL O w ¢ _' C7 � No -n M a1�7 > D <% #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL NOMINAL WIDTH (VARIES) u~) L 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) POWERS STEEL BOXED LINTEL NOTES (ALT3 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 @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4"x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" EPDXY ANCHOR OR Y2' J BOLT W/ MIN. 7" EMBEDMENT @ 32" O.C. & 6" FROM EACH END STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN _ �TNVALL 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING 1 WALL SPLICE DETAIL REVISED: 11/04/19 SCALE: 1" = V-0" O 8'-0" LL O 4'-6" LL 0 4'-6" LL G)MIN. 5-8" LL (D 0 13'-0" LL 5'-10" LL �DMIN. 17'-4" LL LINTEL PLAN SCALE: Y4'=V-0" C%J c r% t0 N ry C= �4n .O C-4 L y q, 14; ra m -m Lr co V d) to � N a.. C O O 6nfill/ V-3 r- L Off' a, 0�� f �,sd1!!!Tl i i 111E00 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications Contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W �E o g o O 0,0 " N N N rnti,-�T2 Vwi (N 0 L C JLLw m o Z - ° w o W in 2 Z M ) ¢ Z OU v W ❑ ❑ LR � M_ Z c 0 0 o O Q Q "S - a r.. M U) Ln z U W `o LL � � _1 w U - � O LLJ S l!i ry V to U W J 1010 qq 01 ;F; z U y C U)®0 ° N �� co w M C13 z o ZZZ Q o z on O F @ _CIL OE n a ¢ 0, 0 O 0 0 G N Z41 L p ao W O az r� ¢z Y w O m0 Z ca r Q W Z Z p- i oQ go a �w U wz ~3 o xF ;o co V w ozl ¢ o� 3 �O 0 = N M d' m cc cc cD N00 L i6 ,r d' � � N IZ U m LO H 1� N Ln N N Q 0 T ai CU Z, N :3 00 j� U') o Z z E T- N E co d U � Q p a JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. 7 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE 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 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7, MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402.16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1,2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. T CONCRETE: 15 F UNIT WEIGH OF REINFORCED CONC 0 PC 2. 1. 3. UNIT WEIGHT OF 8" C.M.U, BLOCK: 55 PSF 2,11.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5, STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEi 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOADESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185I 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-1-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. 4.2.15. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6,0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE 11 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: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4. 2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131" 10d = 0.148" 12d = 0.148" 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6, MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7, 4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.83. 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 1'-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - Concrete overpoulr and mortar along the foundation perimeter must be removed be ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318;1,6 - An exterior vertical chemical balTier,must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +i- 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.0- TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS, FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1f " DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N N ` EV C14 93 Uj 2. e� o ci c C fb t� N c Ca- 3: a� 5.o;c c rz c C E � n cb � .Ps T' 'tom " ` us UJ 7. (f F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1". - , E F- 0 «a;8 M �M1 OO WC WIII ? =,", M, ul m r a� �^�� S Q - L- w CCUIyLL , a w a 0 Z rn a:~ -I- m o o W o °' 02^� W c' m w LL Z co mz d J O N a 0- O O U U ¢ c, Z W -1 El V M CQ z N M o g z W z o a t(, N z +-1 o .� V O 8 V) c 8LLJ ,- E m I zlf... � ¢ 0 ® m �m co W M zZ °5 Z z < U_ CE L o ;= 55 Wo Z - 2 O X410 a¢ Do 0� © E o ao Qo &z � U)Y z U mM o O ¢ Z _ U m Q W J 'n F, � z Z 50 a U ~� yE O a 0x � 5 o� 03 c 0 WE 'M O ai rn m m 0 ^, i TT � r r 4 CrY m U ~ O o N 0 O Lo N Q N T ai N 00 L0 o z m z E T-- m` c c a U _j ¢ p JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING I' ...... ...... • • s} [ Imo........... 16GAx1-1\2" LONG 3/4"-1" CROWN MAX I 16GAx1-1/2" LONG 3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN " .. ' " STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 0 0 51-011 Q - STUB -OUT FOR 0 1'-0" o o GAS METER 0 O FO N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL *"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1) SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C, 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 5000s 1.8/1.7 wood panels panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1(8" gap —� FILL CELL co w CONT. #5 > STD. 900 BAR HOOK STD. 900 HOOK BOND BEAM SIMPSC w/ (22) • NAILS 1 CONT. #5 BAR #5 CONT. 5/8" (1 THRU BOLT FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION /—TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" m x } gap a 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 2x4lPlywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Mangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER t. DOUBLE JOIST CONNECTION topflanouthge ofcuts. - Birdsmouth cuts. N.T.S. N.T,S. - Under 2nd floor column w/ loads hi her than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below,* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. 4 nail each side at bearing. g 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 beam below Load bearing wall must stack over JI blacking and wall or beam below.* --� Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c, for all joist blocking panel *Non -stacking walls Squash block 10d nails SECTION @ INT. BRG. WALL require additional consideration. — (2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 6#I A 1 2' ROUND HOLE MAY 67=ROUND DO NOT C'UT HOLES BE CUTANYWHERE IN LARGERTHAN1Y2" THE WEB. PROVIDE AT IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" • ° 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 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series De th End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/1 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 BCI90s8 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 7 R TRUSS OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc A/C CHASE 4" PVC SLEEVE THRU STEM WALL 3 <� FINISH GRADE Backer block (12" wide min.) �I I II I II I ICI I II I III I _I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM ° a . •°,. SEE PLAN FOR °• a . • • ° FOUNDATION INFO ` d' STEM FOUNDATION y \ Filler block, Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " `depth I -JOISTS BUCKETS N.T.S. GRADE V r— REINF. SEE PLAN 1 (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN 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 t- a j. d 1�. ! PLUMBING LINE PVC OR SCH40 SLEEVE il—III— II d dI- • .. 111111,; Ilr �— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION v d a PVC OR SCH40 SLEEVE r—PLUMBING LINE d d. • Q'd d - d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d<. d f ea G a d e d ° v a a' ,— a SEE FND. PLN. SIZE & REINF. C= r�r C lei- 1LU W C f0 C.1 fV N N Iv a w i».fit{ yPi[.- fi .tL 6y�P ,,., .. cN y0;�c XA f�r'`rclkFts aal&;a\1r�d. , s.lA 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 a � 8 'CO .,�„ co a)N 0 �N E.I n�pi Qj M V � LI. W Z L g p , . 1C [6N� �[ W��6j °'. m Z M Z d J- ~ a N � VW O U x; ❑ ❑ 0 Z N M _ o Z � N M z =o V)LL C9 L U O w o N � �Nco V ~ - pE f Q o N O 40 W M cm zg O z LL Z 0 O } N QN 14 E 9 Wz 2® on CU H R0 S OCL co E &a a� 0� az CNz 22 woo <o rw m� U O, Z _� QW > 0) ? F og z O az �3 O Q Y X 0 �h w� s� za a0 o� o3 .o Q >M rr 0 C' rn m 12 W 00 � r T � N a- (� "' m LO 0 N O N ,-- N Q r_ ai /� N w L o Z Z = N E t—cn c a- 16 U Q 0 � JOB NO : 22-06454 SCALE : AS NOTED SHEET NO. SN 1 cn 3 w I - N iE iE M ti N o c o_ zt .a 0 J 0 91 v rO C, a an 3 O i S. cn S i 0 J N N lz E2 .a U E U i O a 0 0 0 I\ CS 0 N N 1� LLo S -o a U 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ 2� / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 114" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N COMPONENTS TO BE IN ACCORDANCE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM I p r 1-1=L� I D7158-CLASS G or H, or ASTM -�-J—III I -1 I I —III —III —I D • I I— I —J Ili 'I -CLASS F, IN D3161 I 12 I — — r ACCORDANCE w/ TABLE — — — I � I —I I —I I I III —I I =1 � I —III I TYP. R905.2.6.1, FLORIDA BUILDING 1 =1II III=III=III-111W ICI I' ( ) VARIES -1 I I,� I I I II_I Il llII'" CODE 7TH EDITION (2020) 8„ �[ RESIDENTIAL ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGH�� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESAk SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT �8" C.M.U. TYPICAL 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 P51 CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE E L r00 _ D 6 MIL VAPOR BARRIER a p I N — 1 t>+ • 11 T COMP. SOIL. 11 1 1I ° (COMPACTED TO 95% I I 1-1 _ MODIFIED PROCTOR III ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1-4' (1 STORY) STD, 90 HOOK SEE 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--x BLOCK WALL BEYOND 14 O.H.D. RECESS It z_ M � d „ .6 4 � oo T�1 SEE A/S3 OR J/S6 �I I I I t— I ill' FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1" 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. LOAD BEARING OREXTERIOR 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:*FOR BEARING WALL W/ UPLIFT ONLY 2x S.P.F. STUDS @ 16" O.C. -Vr 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES 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/ r 2"°x3116" PLATE WASHER (TYP.) co I[- ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 11111-1 A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR a @ 24" O.C.) 2„ ° ELEV. 4-3 1/2" 0 �31/2" MIN. a ° ° 4 0 � v 2x4 CONT. A.F.F. 0 ILL ° C a a N I' °O r .. rl�l p • GARAGE DEPTH VARIES 31/2"(min. - 4" )— — III I I —I I I — a 7i,Ill �. � �I TTF H �� TRUSS BOTTOM CHORD OR 2x4 #2 SPF5/8"OR 1I2"HIGH STRENGTHBLOCKING @ 12" O,C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL)GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFTABOVE) 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" ,THE STEP, SIZE OF FOUNDATION AND 2x P.T, BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESHATTACHMENTS 31/2" MIN. 1/2"(min.)- 4" (2) #5 CONT. 'n 1 m111r 4" 1'-4" 8" GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL n STEP" SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" `" 2x STUD 8" C.M.U. 1"x P.T. STUD #5VERT. 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"x31/4" TAPCONS SPACED EVENLY 04 2x P.T. PLATE ASSUMED FINISHED GRADE 11 00 I I I III I I' �- � CV —III III— III —III III_— r I Il) ;;illlll I�II III �i�=IIIIIII III �I�II IIII ll -:ICI III ��ii-=1 i III =111 ,III,n � ..I I�-II,I I,I �111,—III _ii FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" C ° ° oo 4 SCALE: 3/4"=V-0" 'v GRADE 1-1 , t MM-71(l) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 13 M e. d �'T =III � 11 .�'•' I I a' d A .. 1- BLOCK WALL BEYOND O.H.D. RECESS —i i ram'— T SEE A/S3 OR J/S6--"' -I I I I Ill r,.U[,„ 1 I i r FOR REINF. INFO.L 3" MIN. CLEARANCE 1"4" (1 STORY) 1 "-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. M 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. rVC TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 0o31/2"(min. - 4T—� _L(2) #5 CONT. 4"U.N.O. MI . TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/CINSULATION PER FBC AND ENERGYFORM SUBMITTED WITH PERMIT2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C, 926 APPLY 3 10'-0" (R302.11)LAYERS WI TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSl CONCRETE SLAB W/IIIIIIIIIIIIIIIIIINA SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR PT PLATE 20" MIN. LAP [24" MIN. LAP]2X #5 REINFORCING FIBERMESHWEEP SCREED INSTALLED BARPER MFR INSTRUCTIONS OR #4 REINFORCING BAR z #3 & #4 LAP SPLICEGRADE40 MIN. Fy=40ksi M _ _ _ .D . D FINISH GRADE O° 25"MIN. LAP [30"MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] I : 6 M]L VAPOR BARRIER —T I I ° —I 1=_O°R �=1II—IIIT#5 17/8" REINFORCING BARi��ITIT #S I APRPI IrF COMP. SOIL. (COMPACTED TO95% MODIFIED PROCTOR ASTM �_ T�i-�I J—TI7 —�I—�D1557) 1� , 1�I,���_4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE. 3/4 -1 -0SLAB INFORMATION. P.T. 2x1/2" GYP. BD. 2„HOLD GYP. BD. 1/2" FROM SLAB 0'" JCONT. BEAD SEALA� e¢ INTERIOR °a -31CONCRETE NAILS W 11/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAoo E-6 MILVAPOR r�BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ {10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM o END OF 2" x PLATE W D • • . . . a �� 1= '' D cn ���I I I I I (- I -- D• a 10"#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S,FRAME-DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORDSEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING wF-SCHEDULE SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE 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 y1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAMTRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C.ATTACHMENTS —INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN wSIZE VARIES PER PLAN CONT. BEAD SEALANTw/ MIN. (2)#5VERTICALS ;�FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 T o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH , LUBRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS — — 11T[= (2) #5 CON11 T. I I �I ON 3" CHAIRS (TYP.)8„1,�„ CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �WWF OR FIBERMESH�.t,o TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4 -1-0 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)WWF OR FIBERMESH SEE A/S3/J/S6 —i „ ? �Tr= 8„ FOR REINF. INFO.OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION.,�SLAB STEP & RECESS a0 S.G.D. r M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALLEXTEND FILL CELLS TO FOUNDATION PADCONT. FOOTING STEEL MAT REINFORCING.GRADELU 1% F W Q 0 owcwi�W iI ,l I S - • �- • •�LlU c) FOOTINGlBEYOND PAD REINFORCEMEN3"MIN. CLEARANCE (SEE SCHEDULE)FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL NSCALE: N.T.S.S3 E ca9 cv C W � w - p cc C.D N ?t '0---0-N - N d G -< N oz L �= cad:, •— o v i i aegis°fe 04 df9 )h: Noy e r ;t E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W a IF �E 8 P N O S' c0 ' to rnN�� u a 6mv C J LL lJ! >, Z �� Z r o ILW �2�rn oo Z `\I N Z d 3,. Z N O U 0 a W ❑ ❑ M z N M g z N z o � <C a M a z4-1 U' o (6 Cn W O N �N w o U J U o N c u) ¢ In o o N III o c �z z co co J az w S � Q. E O �< �� wz Z® ❑¢ ¢p o U U- o o °_ N It a, as wz C/)cz Y Imo° z, a) J � cn cn o. 8m z z go d W U <o x � � x3 o 5 a c° 3 I. �O 0 = N > (� M O wI ro ca 0 (D (6 r � r r CN CL ca Lf) O O CN o CD N Q "' ,- n 6 W E C\V o Z Z =s00 E T cu c U J Q [] J JOB NO : 22-06454 SCALE : AS NOTED SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP 3" DIA DOUBLE 2x TOP PLATE VARIE5 ( ) —� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/81, 8" TONEAILS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ❑ ❑ ❑ EVENLY WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALRfOR � ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" BLOCKING @ EACH END W/ 10d @ O.C. FROM EACH HEADER FACE BLOCKING (2) 2x HEADER PER PLAN x BOTTOM PLATE W/ (1)10d @ 8" O,C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT, TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER +' STUD W/ (3)10d NAILS I CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD6 --- SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT �1 H UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� TO DRAIN TO OPENING DOOR OPENING EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D 54 SCALE: N.T.S. Sq KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 11 d a 4 a , d 4 c a d 4 4 8" STD, WHOOK g° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION IL NOTES: 1❑ 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. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES Orr FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL LU LU p FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB J-8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE f GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE •;: — GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d 4 4 SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S[I PARTIAL INTERIOR ELEVATION SCALE: N.T.S. N 2x CRIPPLES @ --' 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2X8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-314", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE roP a 9ARAGE IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1' -4 (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (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 i. GREATER HEADER \--(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ' 2x STUDS TYP, 00 OR 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 ("Q SCALE: N.T.S. �SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 12 (TYP') SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P,F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST LAYERS 3/8" THICK EACH, 3RD LAYER 1/8 THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 rB'LOCKINGWI 2-16d TOE NAILS 1/2" EXTERIOR GRADE SHEATHING CRICKET AS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD 2x TOP PLATE � � V 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24' O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = -= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF " 48. SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL �J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TUP 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 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON 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) (4565# SPF) > (5645# SPF) > (6970# SPF) G (9335# SPF) N. 8" :)OXIED A.T.R. & NUT OXIED A.T.R. & NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE /— 2X BLOCKING / 2X8 P.T. BOTTOM P I TE� C 5/87x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 SP2 SP4 " NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 v G' 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (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 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY �R� SCALE: N.T.S. ,\ e.t 433 -a =c m- � o -- �m0- 0 Q �o d 03 CD o s[ W ' o CC cc _ C a = d R = 1= � U L 0 ,F- o .-C"ll ��• y � - ` ram. � �'' o ± d s'�" 3 Wiz; >r• rQ% CSSi'_1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W g 6 C r N 7 00 p� J. N O yc. ii aj M u- -� '� W `� u t. rl Z- o Y, a Y o tl � =.�N� O O r W co m Cc 0 Z L M Z 4 J �¢ O U ' W ❑ ❑ o z N z o� � J in N M N z � U Q) O w � w LO - U) (z U J EMIN of = L y o w M M qZ �oS a !L ro E o 14 n. p wz zm oa (O t _ 2io X U Up V g U E �� 0 � N � <o m� z o t- C/) 41 m a w W RON 01� a �w 3 �H �L � z Q 0_ ox o co 5�- g '0, °, In > fy O �• N rn co m V 00 a Y '�/�/�� v1 m LO ~ O o CV .� Lo C)O N Q N T hi m w N 3 00 o Z Z E T E -a a3 co d U _j Q p c J JOB NO : 22-06454 SCALE : AS NOTED SHEET NO. • S4 SIMPSON HGAM1( 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 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX, 9" AND FASTENERS. (MIN, FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL \ 45°± / 45• ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP "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 H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3} 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR E2N1DOd TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND fa NAILING SCHEDULE FOR SHEATHING `— 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 PLYWOOD OR 7/16" @ 48" O/C FOR THE ,,,-1/2"CDX OSB SHEATHING ATTACHED FIRST ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L"BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" x 8" "J" BOLT @ 48" 0 C 2x4 "T" ON TOP OF PANEL 4 (2)16d NAILS' @ 48" O.G. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO --- MOISTURE BARRIER SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER MOISTURE BARRIER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r M ' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES ao 1 1 I, 00 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d LLL•������ (�j NAILS @ EA, END AT EA. TRUSS JOINT „ 2 W/ 1 W 2 x 4 LAMINATIONS ROW () �) 3 2 x4 LAMINATIONS W/ 1 ROW () () I / ROWS F 3 2 x 6 LAMINATIONS W 2 OW 0 () () 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @48 O/C FOR THE 2 O16d NAILS 2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONK. �a 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 [� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNSr8 ADDITIONAL INFORMATION. 1INIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL ti (2)16d NA (2)16d PER JOINT ,.,... ,.. ,... , .., ...... ,.,..� �.., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" ISH SCHEDULE kTTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4.#2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD "2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 LEDGER MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d ( NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP, SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. SCJ SCALE: N.T.S. CJ'S MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL--/ L BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS [E SECTION g SCALE: N.T.S, �CJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-- MINIMUM (2)16d PER JOINT \-- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C WOOD TRUSSES SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) Q z -1 aW BRACING w/ (3) 1 Od x 3" AT = • 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" O'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) \—STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o � z CORNERJACK x w z O 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/ 1 Od NAILS @ 4' O.0 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -i FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 -0" MAX 20' CONTINUOUS BOTTOI CHORD BRACING 2X4 MIN. '01 i 151111111111111111 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 / 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T,S. FOR WIND SPEED SPECIFICATION s� o a� -o > w , .3-9 N -N to �>: �-tea = 6, q• v = 2 11 t L c1% r s P4 E To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. c Wa M, W ;, 8 Q N ( . 0 ib �° N �No�zSz5z e J LL 5Lt a... a ' Z r �o o� z Nzo co ILZ '- N O C) O W ❑❑ Z N o o z z o Q r Vi a 0 0 (L) .o O^ l N V) � ) 'OftL U 1�..r LU J ol'`•-. U o N C U) s Q N C1 z M y °¢ z Q _1 U- C6 E Q E U . w o F2 3° F z 2 > Q� ze o a O E E z 00 o< d z N 4 .2 Q C o o U y0 0 o� z }z —�^ < °a In [� ~O g Z zo J U -z w<. 2� o w� 10¢ >° aF OV Ct' O C a) > M r�r/ LL 0 m N Co V W L T � r r Q Y N a U) 0' LO [0 O o C'4 O � N Q `V r t` ai m N 00 ij o z E r CU c @ CL E o m o C) J Q Q J JOB NO: 22-06454 SCALE : AS NOTED SHEET N0. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PE-R— CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL xf: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 LU o� �.-�— 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 LU LAYER 1/8" THICK. LL —INSULATION PER y CHART ON FLOOR PLAN B R S6 S6 ---METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. n AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE ..dFt iV ° ° °' . "a .q o FINISH GRADE oo M �— I I —I I I I I— I I=III=1II_l� I I ° 6x6 w1.4xw1.4-11 I I —III —III —III— I I a WWF OR FIBERMESHI' �I I Ii iI I II I III : ° . _ �. I I II — I�I-I I II F Q ' I I "III"I ITI I I_ I i )' \—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR "—"' (SEE DETAIL) W/Y 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 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION, SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION, SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N 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 — °O SEE FRAMING WEEP SCREED r PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w! (8)10dx1 1/2" O/C FOR THE 1 ST 2'-O" OF NAILS @ 24" O.C. INTO TRUSS END WALL Wi (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED I U. INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302,11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE a .. _ ^A —I11 ° 4 ° �.� SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE f 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#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I11—III• —81. I �rlj gl�l�l�lir�� " CHAIRW13"MN. " Il CHAIR W/ 3" MIN. ANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. c B 15/32' OSB l EXPOSURE qx SHEATHING PROVIDE x BLOCKING AS REQUIRED PER D ❑ 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 FF SHEATHING LU w 2 SOLID 2x C BLOCKING @ ALL M C SHEATHING O EDGES(SEE OPENING SECTION X-X a U C x gw x E 2x STUDS w BEYOND. SEE PLAN ❑ O A \-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I M MIATInAI MlAnMARA 3/8^ "S" = NAIL SPACING S 314" 112"- SINGLE NAIL EDGE SPACING S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING tft1[611�:K1 Sic p4 0/4i � 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.) Op NjFRi R 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu - PENETRATE SURFACE MORE THANYa". ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. uI O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J ❑ w/ 8d COMMON NAIL Lu LL Fw O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ O in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. d xI-00W U)i of m uJ x 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ? N WO - MEMBER IF GABLE END c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH 4 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 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / 2x BLOCKING HORIZONTkLL @ 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 W1AXW1.4 WWF OR FIBERMESH 4 E d ° a. N '.° M TI I I_I I I —III I I •d. ° a.. 111111111� �I II ° 9 a• -7' I' I III�III=I (3) # 5 REBAR ON 3" CHAIR 4" M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2 (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 cv 0 c.a 0 C� «% 7 LJJ CL. 9.R p c O� G..,6p6�C3- N RS f1l...' a.. �N 5[ W d- c y o ..,a M A 'o 4= N c9 p 8 �•:' 0 .. -AJi., C To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �E ctNS O p ZP 2 Co ai NM0 c LL A.a ,� w _ w Z io 0 o- wca9 o M, 8 W ch cO Y. m w W 0 Z M Z N OU W El n z NC4 o� z z o —o Q N M N z CO o tAIIIIIIIIIIIIIIIIIIIh 1 l LL T C3 LU U Q) O w 0 N C �" U ,U tO U f) N a u, d o ¢ N 0 ti o �w � M M ¢ o < 0 2 �® CD-E E w° ¢ =O ❑a CB i— 6CL U °tea U SOU o� CZ)<- N Wz r L o Q O m cp C y U O O , Z ui ) J 2m QW z cn 3 ¢ OLL T 0 =W 'S �j• �. y W = E_ mi CD 0 ao S. v `I< c C)0 >CO 5i m m L r (Q d' d- � r r m Ln 1 O 0 N LO O N Q N �-- m MM N o Z Z W iri L17 E T N `m m a0 of ¢ o JOB NO: 22-06454 SCALE : AS NOTED SHEET N0. S6 (MONO) s w N x m N IR v C Cr 0 SCALE: 2' = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ 0., 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 4" AND 2' 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 SYP CUT TO FIT i %RS IN WALL 2x12 SYP BEARS IN WALL x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 cr� 2x6 SYP ROVIDE MOISTURE PROTECTION LATTACH ALL COMPONENTS 2x4 SYP BLOCKING STAIR TO CONC. W/ 4' XAND NAILED TO FLOOR WITH GLUE FOR STRAP 2x4 PT NOTCHED INTO STRINGER TAPCONS @ MAX. 32" O.C. (SIMPSON MTS12 w/ AT STRINGER CONTACT POINTS \ (14) 10d x 1 1/2" ATTACH ALL COMPONENTS 1x4 GLUED AND NAILS) OF STAIR TO CONC. W/ Jq" X NAILED TO STRINGER 2 4" TAPCONS @ MAX. 32" O.C. / (I EW "A" SCALE: 1" = V-0" SECTION VIEW "B" G . --- SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER E 2x4 SYP BLOCKING FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLUE (14) 10d x 1 1/2" STRINGER CONTACT POINTS \ NAILS) MALL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED a' PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 0 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4 PLYWOOD ON DECK 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 x8 SYP GLUED BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO NAILED TO STRINGER FRAMING 2x4 DRAFT 2x12 STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED 2x4 PT NOTCHED INTO STRINGER AND TAP2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUCONED NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS •J H 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) 2x DRAFT ST SECTION VIEW "'E" SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS X GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H E SECTION VIEW _ SCALE: 4" = 1'-0" -3/4 PLYWC ON DECK '-2x8 SYP AND NAI FRAMIN( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN SECTION VIEW "C" SCALE: 1" = V-0" �- 1x4 GLUED AND NAILED TO STRINGER \ FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO -2x4 DRAFT GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK STOP PER CONTRACTOR r2x8 SYP DRYWALL STOP PROVIDE BLOCKING MUST NOT TOUCH STRINGERS —2x4 BLOCKING FOR 2x12 SIMPSON A35 F1 BLOCKING 2x4 PT UNDER 2x12 OR LSC EACH STRINGER FOR FOR NEWEL POST TO ANCHOR TO. (2) LAYER a' EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OPTION: 2X4 CUT ON OSB OR PLYWOOD BELOW ALL NEWEL POST BEVEL GLUED AND OR 1 4'X16" LVL FROM JOIST TO JOIST. USE NAILED TO SUPPORT ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR W/ SIMPSON H3 @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. SECTION VIEW "G" SCALE: 1" = T-0" F SECTION VIEW SCALE: �, = 1'-0" NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = T-0" JOINT -TO )ISTS) NAILED AND )TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H-\ L / M "--\ 2X BLOCKING PSON MTS'112 w/ 10d x 1 1 /2" NAILS — N OR RISLR VARIES ECTI ON VIEW "H" SCALE: 1" = 1'-0" cv e.d c� r c A L a' U> W oLQ ftn V C — -o ,C Cc a cv W N :_ d Eo, Z, cc CD C, N Q_•Q = E 'O o � ee ° o fir'"%, o • era _ r rZ o a IOU arFvg `L t �'�: sPCJ lie isle To the best of the Engineer's knowledge, information and belief, the structural plans and sped iicat ons contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition, Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. v W v o IQ N o V y - (0r i N�ov N N 0 w Q C J u- w CoLL L- ' 4. w 0 J, Ez S2i Z may asV, s a W o^ CD p W - 0 m w O U z N C, CO 0 z � 0 � ¢¢N 4 n_ �:; M CD _ 0 u- X N W � U ,U g LA may, N wa ) U cab I U o 4 U) ¢ N A r` c w m z, o Z a U- LL a E E O tt wo QO wj >o QN Z® oa Co o E N �0 ta <o 0° a Q 0w L Z m O ID - or U "m oLL Z 'z W. 3 aw O � o U d W �3 ire=k `& aLL �.a � o wa 3 0 o a10 = o< za o o3 0 c 0 } (y) O L co '1 T T T Cr N CL U m LO O o C'4 � C)CD N T N 6 w CV 00 LO o z N z _ ri E r- ti `m C a U Q p JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. ST DOOR JAMB (REFER t1l 1/2" DRYWALL DOOR JAMB (REFER1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT TO PRODUCTTO PRODUCT APPROVAL FOR CONN. ; j, APPROVAL FOR CONK.`%,APPROVAL FOR CONN.j '1 X 4 x4I FURRING 1x4 P.T. 3/16"0 X 3" LONGFURRING 3-1/4" LONG X 3/16"0�; FURRING TAPCONS (2) ROWS 3/16" x 3-1/2' TAPCON. INTO TAPCON @ 16" O.C. & 4' 2X8 STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING "DETAIL 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 2" EDGE DIST, ATTACH rr 1x4 P.T. & 1x8 P.T. 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 1211 O.C. 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT TO PRODUCT DGE DIST. APPROVAL FOR CONN. i%'i' ' i 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN.j6/,///��j �� (2) ROWS 3/16" x 3-1/2" ���/,�% �j, x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16 O.C. & FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0` 3-1/411 DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf 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) 7/16" OSB 2 x 8 BRACE/ BLKG. 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 x4 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 SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH ,t 1/4" x 31/4" TAPCON (1 1/4" MIN. - -1/4" MAX EMBEDMENT INTO K.) 2-0„ BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG, BRACE BTWN"'. VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS. EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-g ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 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" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPEL INSTALLATION MAX. $ #5 REBj (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK (1 Ell NOTCH WEB AT +5A FIRST 2 COURSI ""' — ,APACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y2" 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 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'YV 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 i J LFILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION DO NOT DO THIS ,R THE :S ♦ FILLED CELL INSTALLATION 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 (*') #5 REBAR (TYP,) 00 r TD. 90° HOOK (TYP.) 0 SCALE: N.T.S. 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 rF01 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER i THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* zX + �Fy�ry + + 2X4 SYP I I�rI EACH TRUSS 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO SUPPORT SOFFIT @ FIRST COURSE 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED x 2x BAND JOIST W/ FACE NAIL 1 Od - @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL r SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" f TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN F. :° RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH °- '� ? A ' ° #5 BAR k.p • , s ° . .• CENTERED W/ ..' ° • . �s 97 IN TOP o v '' KNOCKOUT / c14 ° CHAIR BLOCK MONO FOOTING s i SIZE AND REINF. PER PLAN _ _ • AND SECTION DETAILS - - CLEAN FILL ° DIRT z A. ° STANDARD o e 90 HOOK cv #5 BAR IN FILLED CELL,sk i STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING SECTION DETAILS D STEMWALL SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR '. ® CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N", STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT, FOR SOLID GLASS ANCHOR FOR OVER HANG MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") y #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION rM o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING APPLY PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL REINFORCING WITH MIN. 3" COVER gr 011 �/ SCALE: 3/4" = V-0" SS ¢ SHALL TO (EVERY OTHER FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w Uj NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE A o v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o A c P SIMPSON HTT4 w/ (18) 10d x 1 SEE SHEET D2 AND FLOOR PLAN FOR w a v /� REINFORCING AS FOLLOWS: * B D JOINT. D TF R R HALF F MORTAR IN E JO T 0 NO FURROW. PLACE LOWER HA 0 0 SEALANT —� — I= A — — — — — I. I I��IT�� ( -IT g � 1/2" NAILS TO STUDS & (1) - n 5/8 DIA. ALL THREAD ROD MORE INFO w a F— 1 — — — �— , , I ITI—IT � . , #5x6 EMBEDDED INTO * N REINFORCING INTO PACE. PRESS PANEL REIN 0 CI G O L A R _ i; 6 MIN. LAP SPLICE W/ D I I I —I I I=� P ET EPDXIED w/ SIMPSON S N S I 0 � c, z � � EXISTING FOOTING (2)#5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL _'. . ".:•>;'} REINFORCING PANEL _ = A I EPDXY MIN. 6 EMBEDMENT & 3 MIN. EDGE DISTANCE ¢ _ rn rn N FILLED CELL F SMOOTH. DO NO FURROW, , DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. . . . . . . . . . . . 6" MIN. LAP A .N D G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST . SPLICE NOTE: _ M A Q REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET, AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT A ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 3 #5 REBAR. (2-STORY 16" MIN. (1-STORY) () ) A S ECT I 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION , MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = 1'-0" RETROFIT FOR MISSING ,a FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" N c14 Cam+' o Cif W j = M tj M m 7N�C In N '77 O f0 b e a 1' a E y o' tj m b w. 1°.'N -I RO /V o CN s• 4a�a e� •s Li x S; i a To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F W I- oc ECD Ce) 0 un aW Q I U) r—z C J LL 5 J Z 5q� O O W N N o W o 00 m te, ,,'�1R� o J LO N N Z a M J V Z o0Uo x ;= W o 0 N 0 o z co z o ad J — N M v � o Lij a lc� V 0 w a r— c� �— _ 8 U 'o ti m Q 0 0A r_ o w 0 m N o z z U- E zo 0 >� Q N itQ o E V Co o wj Z© ❑a w� ra CL h°° a` O� o E co ru N °�z o ¢ wz �w L ' CID Cn ❑ 0. U m , O z Q z to J � F� R Zz zo - O9U a > ?� a0 x <¢ o }o V a zIa � 3 �O 0 = � CC rn co 0 00 � r r Q Cr N r ) U v, ' O .� 00 O .Q o N N r n ci m T 00 N Lf) d z E r N �, a ci 0 Q JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. SS 3 I n N s M 7t N 0 Cn 0 .o Q R 0 ra 0 I N 0 _ i) 0 a Q E 0 v i N LZ -) VI .o d o O 0 J cD L an 0 0 0- Lo 4 m 0 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 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-Iuu `W "P' I I I\VVV YY 4"I-, 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 W. PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� 1 DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD �3 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) * 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER JACK USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR__T PLAN FOR SIZE & BASE CONNECTION SEE PLAN EXTEND SLAB 1 1/2" --1 -- • (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" PORCH SLAB SEE - WHEN DEPTH 7 FOUNDATION PLAN - EXCEEDS 30" /�- I �1� RADE 1 111 -4 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN Lj FOR COLUMN INFO WOOD OR MASONRY ABOVE MASONRY z 0 Q W J w w w U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED ' MASONRY KN COURSES w/ w/(1)#5CONT SEE CUT WHEN DEPTH - • ' - CONTRACTOR TO INSTALL #3 STIRRUPS AT 4'-0" MIN 3" x 3" WEEP HOLE SECTION FOR --- ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30"' 1'-4" TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL 16 SCALE: N.T.S. 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" A -A ALTERNATE BLOCKING SIMPSON LSTA18L. Od NAILS CENTERED AT SIMPSONHUC410w/(14) 16d INTO HEADER & ( SEE PLAN FOR CANT. DETAIL aC� INTERIOR BEARING SPLIT TO SPLIT TO TIE BEAMS TOGETHER I (6) 10dINTO BEAM -SEE ROOF PLAN FOR MORE �- 3 i INFO ( SCALE: N.T.S. WOOD TRUSS SEE FLOOR PLAN FOR A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL SEE FLOOR PLAN FOR LUMSIZE COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN STANDARD HEEL HEIGHT SCALE: N.T.S. &ADDI�IONAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULEIPLANM REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SCHEDULE/PLANM 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 - r PORCH SILL 15 SCALE: N.T.S. 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 • w - -- 4" c~n PORCH SLAB SEE—'-- i IL FOUNDATION PLAN =-'. ". w w z 2 #5's CONT. T&B w #3 STIRRUPS A N _ 4'-0" WHEN DEPTH EXCEEDS 30 ° LOWER OR Ilk GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN '7� 1; SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILINGSCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. COMMON BM. TO POST ATTACHMENT KA� SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o, o CORNERLt SEE FOUNDATION PLAN FOR MORE INFO 5" XX COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. EK MIDDLE BM. SPLICE OVER CENTER OF POST 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 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 COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. USS/ %2' CDX PLYWOOD OR 3/6" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES ---------_.. - SEE PLAN MAX. 24" STEPS - SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR ,- LOWER SLAB SEE PLAN - SECTION SCALE: N.T.S. 2X4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ V EPDXY ANCHOR OR J-BOLT OR %2' TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT I MAIN HOUSE SLAB (2) #5's CONT. T&B W/ #3 STIRRUPS AT 4`-0" WHEN DEPTH EXCEEDS 30" GARAGE MONO 21 av { W Cn o i w s E9 p_ cc m CZ N R p s•- ec al »c = � v r2 �+ o .o a0-AT, (7 W. �� A C=4 LL u4? e To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. x H IN �E 4 S 0p ° N N o 0 Sg Nco �, _ co 60 @ LL LL a aZ mc`:v d ai .` % r go- 2o h j fo - � 0 W 05 co W Z N Q Ln Z — N M Q O Z O U o h �F, W ❑ ❑ z N M og z s I v =gI V) z a via l /{ [' C TI V• w _(D o Lu C) -91 r— cn �i C U O N Q o 0 oco c".) M z o w z � u a E E OV zo o f z >o Z® od co �O Uo O O< Qz O tr �z N It wo ¢ w < oz U 'o Z 3 0< Zo ¢o WwLL Q �W A o J L. }° a CID M 00� 0 O = CM 'Cr' cu cu 0 00 L T :3 r r CN f� V1 J ~ O O N � O N N Q �— N (i� LO o z E r is a U _j Q in JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. D1 (MONO) m M (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE USE SP6 FOR 2x( WALL, USE SP8 FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR FACE OF HEADER/STUDS @ 24" O.C. EXT. SHEATHING MASONRY WALL ® BELOW AND ALT. CONNECTION. 2x CRIPPLES 16" @ O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP BLOCKING INFO 0 SEE PLAN FOR CONN. W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN SEE FOR 2 OF MASONRY & 8d 5 BLOCKING NAILS T/B FLANGE r 0 1. APPLY SUB (3) 2x # SPF (2) 10d TOENAILS AT EA. INTERIOR HEADER DETAILS d FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2x STUDS © ADHESIVE TO �� 8 O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. � SURFACE q 2x4 #2 BLOCKING THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x FLOOR SYSTEM .. .. SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48 O.C. EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2"CLIP IS TO BE SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP EACH SIDE • • • • OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF • • • • CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB — — — — — — — — — — — — — — • • G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. SIMPSON LSTA30 10d (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1<1/8" RIM BOARD END OF OPENING w/ (11) NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL •° VERIFY W/ PLAN NAILS 3" O.C. @ JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) WALL SHEATHING W 12d TOE NAILS TOP (7) 10d NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c. SIMPSON MSTA36 STRAPS w/ (26) 10d TO RIM BOARD & & BOTT. CHORD 114 TITENS SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. AJS BLOCKING PANEL @ 24" WINDOW JAMB TO O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. SEE SS FOR RETROFIT GABLE END RIM JOIST END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED SECTION CORNER CAN NOT BE INSTALLED CONNECTION INFO TO MASONRY WALL E - 10d TOE NAILS EACH SIDE OTHERWISE DETAIL CAN BE IGNORED FRAMING ATTACHMENT 1 BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR JAMB STUD SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR A� SIMPSON SP2 w/ (12) 10d NAILS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION (2) 2x8 OR (2) 2x6 TOP REQ'D TYP 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. OSIMPSON LSTA24 w/(18) 10d NAILS B CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED 4 SEE INFO BELOW ON CONNECTION PLATE SEE PLAN OF CRIPPLES IF LONGER THAN 8" T P. %a. 2 - 2 x 4 SPF O SIMPSON CS16 w/MIN. 12" END SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. SEE PLAN FOR CONN. TALL. CONTRACTOR MAY USE RTT CLIPS) NAIL BACK LEG OF 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) SIMPSON LSTA30 w/ (22) 10 CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TOENAILS FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. THEN DOWN THE FACE OF 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. D SIMPSON SP1 w/ (10) 10d NAILS HEADER/ STUDS (2) 2x HEADER SEE PLAN FLUSH TO OUTSIDE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER 2 2x HEADER o G INTERIOR HEADER (1) 2x SILL PLATE W/ 2 12dTOENAILS. SEE PLAN FOR I I I NAILING AREA(TYP.)HEADER ��(2) CONNECTION SEE PLAN E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERSO COL. SIZE SIMPSON MST37 SEE STANDARD HEADER EACH END WI 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ 2) 12d TOENAILS. ( STRAPS w/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR p AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION 2 x SPF EMBEDMENT PAST STEP. BASE PLATE SILL PLATE w/ SIMPSON LS30 w/ (6) FLOOR SYSTEM OR 12d NAILS AT 6" 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE 2-STY. FRAMING O.C. TYP T & B SIMPSON SP6 w/ (6) 10d x PRE-ENGINEERED � SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE WI (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF (2) 2 x #2 � 1 1/2" (USE SP8 FOR 2x8 C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / SILL (MAX. OPENING WIDTH 4 FEET). BAND JOIST & BLKG. OR LVL GIRDER SYP U.N.O. WALL 24" O.C. ) @ 1._ IF OPENING IS GREATER THAN 4, SOLID) > JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE WIN WALL SYSTEM A.B. TO 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, I I (BLOCK \ TOP PLATES r� BE SPACED W/IN 6 FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 w/ 6 10d x 1 1/2" IS () SEE PLAN FOR I I 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. COL. SIZE I I 2 x 4 #2 SPF STUDS B O INTERIOR HEADER TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE _ = SIMPSON HTT4 w/ (18) AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS :: FLOOR TRUSS/ I -JOIST SEE PLAN 16d NAILS & 5/8" ANCHOR BOLT w/ BOX HEADER E F SEE PLAN Np F F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ 7 O 10d NAILS & (4) 1/4"x2 1/4" TIE BEAM MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE o.'.a. o.°.a. o.°o. a°o. TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT g" SEE FOUND. PLAN FOR FTG. REQ. HH STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS IF '� tl . o TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. e .:, I "'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS w/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY I NT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CO N N . 2nd FLOOR STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER 6 2 STORY COL. aC� GIRDER 7 �I (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. A.'j. .Vj ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) SIMPSON LSTA30 w/ (22} SIMPSON SP4 w/ 6) ( 10d x 1 1/2" USE SP6 FOR ( 2x4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED 10d NAILS BENT OVERTOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO PLATE THEN DOWN THE • SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. FACE OF HEADER/STUDS 2 ) 2x HEADER SEE PLAN DOUBLE 2x4 *FOR OPENINGS LESS THAN 4'4' WIDE, SILL MAY BE SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. • TOP PLATE ATTACHED w/ (2) 16d TOENAILS AT EACH END NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADERlop 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS 1 2x SILL PLATE W/ 2 12dTOENAILS. () () 3' kT 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @ @ END OF HEADER. SEE 1X 2x EXTERIOR H PLATE HEADERS 2 12d TOENAILS. A L4T F <'� 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB O O OPENING LARGER THAN 4 ft (2) 2x Q •. 8 T TOP SPLICE �GjjN OA (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE w/ SIMPSON LS30 w/ (6) , END OF SILL (MAX, OPENING WIDTH 4 FEET). IF OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ° , ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET OPENING NAILED TO STUD \ � g LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2x4 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT NOT EXCEEDING 6 FEET, TOP OF 2x8 TO , ' EACH END REQ'D JAMB INFO ,'' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS SIMPSON (2) MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS ;� \ \ W/ (2) 10d NAILS NAILED TO STUD PACK If 1� FLOOR DECK FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c. �I� AGAINST 2x8 2x8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS PER PLAN 2x4 W/ 2 ROWS SIZE &CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. a@ 2nd FLOOR HEADER CONN. a@ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. spa d c14 y u+ ®..'.. ®.ma, �. . L1cr, g C= M 7 co r m N t IA q O R a. a W 0 U \10 � 0� •"' �Up ;dd�l!/t`PY3311��44�`°� 6 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 a w � Q O M G ZOO 0 co N ik ;�'�� ) C,, V LL u- W v J u LL a W Qi �N m O W o m a w W N Z Q Z o Cl)�^ N -� O c¢i o Z " W O ❑ M � Z N o z �o z o Q V) z 4-1 � V O—� w g N c w �V) .0 c� r E e o N O o10 w M m Z 4 U_ a� CD-E E U o a-z Za 0, X O 0 O O N t. a p wo a ¢� @ C: Y j o _ J <� Q m < a z z go a O U `jo nw �� aLL �3 }O O co a �O .s = co om 0 L CID It � a Cr0 N tl W m LO ~ O O N � O "- r cv aC n (D W N 00 j6 L o z Ecc T C C a E 0 _j a a j JOB NO: 22-06454 SCALE : AS NOTED SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT ° WINDOW BUCKTO OUTSIDE EDGE OF `° ' ° MASONRY WINDOW BUCK r' 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED RCODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME Tf 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 W" SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6, Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST WEATHER JE BARRIER & ;ARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) S2 SELF -ADHERED FLASHING 1-LI1V1 IIIYV 2x FRAMEWALL TILE FINISH- 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH FILL WITH GROUT SLOPED MUD BED - VINYL SHOWER PAN IO O E AM 1'-411 PFR PI AN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" 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 SELF -ADHERED FLASHING Q SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER Z J a w d rn O7 w U Lu >z w 0 U) DOOR ROUGH OPENING - 3/4"A"BEAD OF CONSTR, ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING - SELF -ADHERED FLASHING SUBFLOOR RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD E0 =LF-ADHERED FLASHING ETCH �HERED FLASHING 1 2 4 5 r LOW LEM NO N016604�� PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A WINDOW UNIT FLASHING REQUIREMENTS -- SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. -- SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. r WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied MEN -�� 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. 1 7,11 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING SELF -ADHERED FLASHING --- LASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with ~� the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEFORE ASE P PERI TO ESCORE X OSE ADHESIVE AS SHOWN) contraction, ASTMC1281, 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: 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 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER , j 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. -� Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3-1/2" INCH FLANGE THIS NATU DO Nt DRIP ACCE SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAE) C DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER SELFFURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS FRAMING SHEATHING ANE WRB WRB 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 twa s.rl cLu LW T W P N Ca - 'in z3 ev � Co C . a � C V CV 0 N ti N LO 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. OEVEU) o R Q p N U N m N c � N r �. 0 a) r� Qj M V Q J LLLL, IL LL W a Z � m Z o oM "� w 0 g O i M Z ILCD - Q r aN O U v O Z N b � �O(n vCD z o � 4C v -- N o CS W LU O^ U o a U) m ®® r- co w Mco o Z ti E o -0 Z>Zry d EV ��� Zp co of 1. o< �=Wz 1,° S� N Ir o ¢ r L e� Cry o O OO m o O� Z, co J Z<m b GW Z. [n � a g� Z. 50 1 Na c. ¢ o �E k =3 c� a v O 0 M 0 m � co r d' �-. � r r C)7 Y ~ Q O - N 0) � '� N Q N r h E CU N 00 �j L o z Z E r c CL U J Q Q J JOB NO : 22-06454 SCALE : AS NOTED SHEET NO. WP1 I Mounting Brackets (10 Gi +V2#x 4-112" set-1 r back Crass Support (Mar be cut to W) 112' ilia. ,Ai325 Ga (TY0 Snit (16 Gauge) 14 Self -Drilling Screws C Unit Sottorn Edge Hurricane Strap ya (`i'ypica I: 3 in front) Va®i5i'1.2t't Front Sdf-�k`Irig Pouts (May be cut to W ) L+i`t't Bracket (16Gauge) # 14 Self-Drillps Screft Thru WackeuAr Back Cass Support into Alf[ Uniit $ci tom Sloe (T*[c - 3 each side fcrrhtrrri one uso) UVE 1,111lit,i 5pfs ,, a rAlatlatiur ±a * w.s4ax a z po*uW wide -6-Tilizenouratc air Sam Raw I3trwi aw le upon teyueft Florida Department of Business & Professional Regulation Bulking Codes and Standards productApproval Application Detail Pagefvrt 18 o=l $QQ$ Entityor 040 .Data Date Pending iyp-& Version Manufacturer contact. EnalheerA Llonse Validated Sir VolidaloXi thismitted FaC Approval Aobrotdt argue Affimretbn 2020 Stuart Vent Pro luct'e, Inc, Michael Graham Hermes F. Nocero P.E. Looks Bo4man P.E. I2M(V= 121182020 122812020 _ Approved Category: Stnraurai Components (677)441-Mil PE-73T75 (334)3061600 Subcategory: products Introduced egg Remit of rftcalmadv4nlcorn Nsw Technology.. tampuance Method: Eveluatim Report tom_a Florida Registered Arohitulora Licensed Florida f Oes Wal Enginoer FiL#58�:138`PriitAailr t ... . „. r ;. guallty Assurance Approvodfor Use Approved Fr.Uae Iffirlsot" Design'-. .. Awe. PmdudMotlef.NumberorName ProductDascrhrtlan ContractExokationData. In HVHZ Dursld,Hyni assistant "'sure 1 smanvem Motley#1540-510 Dual Functlao Flood a no VentlatIM Vent 12/31f2083 Yeo Yee NtA •IoaAio0 2 SmadVent Model #1540-011 Duel Fuactlm Flood and Veidltationvent 12f312]23 Yes Yes NIA *1WA00. 3 SmatYed Mod6f#1540520 Insulated Flood Vent IM,12023 Yes Yes NSA +10)k1DO 4 SmarlV in Model#1640-521 Insilelad Flood and 12+3r20a3 Yes Yes NIA +100A100 5 Model #1 4 SmartVem Motl 540.53. 1fi$qu ereg Fl Vent d' Garage Door Flood 2/.I i 12023 Yes Yes N7 A F1 A i 6 Smadvent Mode1#'1540.570 Wood Wall In sulated Flood Vont 121314D;t3 Yes Yes NIA «1400F100 7 SmartVen[ Mode #1540.574 14 5&qud: Garage Doer Flood Vent 12ISir2023 Yes Yes We. WA Florida Department of Business & Professional Regulation Fete,1 al Building Codes ond'Standa rds i1412b21 Product Approval Application Detail 29A .. _ Milt or �[ geyq ➢ate Pending Date T ..p# VA09M 111-tacturbr Contact. Endnea&Llperea validated By Validated S,t,,IU,d FHC Anororal Apr d stahts R-lelpn 2020 Drexel Metals. Inc, Jason Shumate Zachary R: Fdesl Looks ea -Men P.E. OW102020 WIVIV204. mr2ono20 10113f420 Approved Categotyl Roofing (502)30-1511 PE-74021 (3341�300-1800 Subcategory: Metai Roofing lshunete@dre-t.com Carptlanc, Method: Evaluaton-ROPon from a Ftarlda Reglsterad Architect are Licensed Florida Prorasslonal Engineer ktLklleTS.RB protltict8^ _ _ ', `' ;:-:_ •; ..: .. turaiarq Assurance Approved for Use Apuoyed for Use Impact ➢eslai ' Sea k.. Product Model Number or Name Product Description ContractLSmlWon Data ID KVMZ Outside HVMZ o s Pre r 1 Drexel Motel t2oofind systems DMC 100NS. DMG 15055; DMC 1755, OMC 2005,aI213I r2025 Yea No NIA +0f-180 DMC 5V Florida Department of Business & Professional Regulation rags 2of4 Building Codes and. Standards 1252022 Product Approval Application Detall Code Entity W Data ,Qgtg Date Pendirm Date Type "rates Manufacturer Contact. Enairreer&License: Vaiwaled By Validated SUOM Itted FBC Aoorovar Approved Status RevlSlon 2020 Therma-Tru Corporation Steve Jasperson Lyndon F: Sohml(t P.E. Ryan J. King; P.E. 04ME2021 1201t2020 041Z2 Wl O6N82021 Approved Category: EKhI Doors (800) 643-7628 PE-434M pi'3) 767�555 SubCategolY swinging Exterior Door Assemblies jasparson®the tru:co Compliance Method: Ealuatlon Reportfrom a m FWr(da Registered Architect or Licensed Florida Professional Engineer FIXM488-R6PrcraOnta, S1ualRy A3autanct? Aonro for Use Auisrove gr Uea Im�aet pest ,lit Sea'# Pwtluet.Mhtlal. Number or Name Product Omrlotion Cprliraet Exniratlpn Date In HVHZ Outside HVHZ Resistant tPmssuro 1 a. Themes-Tru Firmer-Cfasalc and Smooth -Star Nominal W398 Aquoblmpact" Opaque 12/912022 No Yes Yes NIA Composite Edge Fiberfil-S'rgle. Door (I nsWng/OutsWing(X mniguratnn) 2 b.Therma-Tru Fiber -Classic and Smooth-Stzr Nominal6Ǝ&quoki"mpact&cjuot; Opaque 12l312022, No Yea Yes NIA Composite Edge Fiberglass Single Door with Sciel$6(5) 0 nsminglOutswbng, XQ, OX Or OXQ ...fig-li.ns) $ c: Therma-Tru Fiber'Classlc and Smooth -Star Nominal BƎ & uotl ct&qnot Opaque 1213112022 g_ mpa q Op qNO �00 Yes Y as WA a 'te a Fibe lass Do ble -th'or C mhos Egg 18.. u p r id without Sidehtm(InswmglOutswirs MOr OXXO configurations) 4 d: Therma-Tru Fiber -Classic and Smooth -Star Nominal 8'0. "lmpact&quat; Opaque 12131/2022 NO Yea Yes WA Composite Edge FIergloss Seigle Door (Inso4ngToutswing; X goniguratton) 5 e Therma-Tru Fiber-Classlc_and Smooth -$[at Nominal 6S#3RO "rmpaet" Opaque 121312022 No Yas Yes WA Sideide(s) Qm wdrlgic)utsW rig; )(0, OX or OXO configurations) n9 ) 6 f:Therma-Tru Filer-Clasalc and. Smooth -Star Nominal 8Ɔ&ggot;Impcnr*uot; Opaque 121312022- No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or wkhaut sYJaltes (inswiing/Oubowing; XX or OXXO configurations) 7 g. Therma-Tru FIISer-Classic and Smooth -Star Nominal 6803RB "lmpaot" Glazed 12r312022 No Yee Yes WA- Composite Edge Fiberglass Single Door (I nsvhrgiDuiswirg; X mnfiguraccn) 8 h. Therma-Tru Fibe,Clasalc and Smooth -Star Nomina188#3988quotrmazetilq;ot Glazed 12131M22 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sidelite(e) (Inswng/Outsning; XD OXorQXO configura9 ilherma-Tru Fiber -Classic and SmoathStar Noinallions) m 8039:8 &quatimpact" Glazed 1213112022 Na You Yes NIA - Composite Edge, Rherglaus Double Door with at withoutSidelnes (IrrswirglOutawng:.XXor OXXO configurations) 10 - ruFiber-Classic avid Sm oth-Nominalb J. Therma T o 5tar #9 u 1 c of Glazed 6& 90&q of mpa t8qu aze 1213IM22 No Yea Yes NIA Composite Edge Fiberglass Single Door (I ft.Wi routsvtha. X rsnflgurabon) 11 k. Therma 7ru Fiber-Oassic and Smooth -Spar Nommal8&439;0 "rrrmpact" Glazed 12/31t$022 No Yes Yes N/A Composite Edge Rbergiass Single Door with Sidei"me(s)(Ints,4rigiOUtswnng, XO OXor OXQ' configurations) 12 I.Therma-Ton Ftbar-Classic and Smooth -Star Nominal8'0 "innpact&quat Grazed 12/31/2fr22 No Yes Yes NIA Composite Edge Fiberglass Double Door path or without. Sidelnits(Inswing/Outswing. )CXor OXXO coringurations) 13 m: Therma-Tru Fler-Classic and Smooth -Star Nominal 8&430.8 "implecAquot; Glazed Molded 1213112d22 No Yes Yes NfA Open Composite Edge Fiberglass Single Door n nswanglOutawi g; X coniguration) 14 h, Therma-Tru Fiber -Classic and Smooth -Star Nominal6',8 &qudtimpact&quct; Glazed Molded :-S1 12r31Y2022 Me Yes Yes WA Open C4mpo ge�iberglass;5fngle Ooar lg4th -. -: Glazed Molded Open Sldeilte(s) (InsMng/Outsvrirrg; XO, OX or OXO configurations) 15 0. Th.nma-Tm Fiber-Clg..le and Smooth -Star Nominal 6g'$ "impact" Grazed Molded 12t31= No Yes Yes WAS Open Composite. Edge Fiperglass.Double,Door w ith or withoutGlazedMolded Open Sidef'rtes Iinsw4ngtOutswn9 XXOr OXXO confrguratiptrI4 16 p. Themes-Tru Fiber-Cl-ic and Smaoth.6tar Ngmm.188M39,8 8quakimpact&quaC; Opaque 1213112022 No Yes Yes WA Composite Edge Rberglass Single Door with Molded Open Sidaitte(s) (I nsw4ng/Cut5wnng. XO OX at configurations) 17 q,'Msr ma-Tru Fiber -Classic and Smooth -Star Nominal 68439:$ "Impact" Opaque IX312022 No Yes Yes NfA Composite Edge Fibemlass Double Door Wth ar Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Ray.I a M021 Coale nE tih,g Data g Data Panama Data WDO Ve�O smnufacturer Contact ISIRIOer&Ucitsi validated By --r ed SubMired FSC Amroval Approved Status Revision 2020 POT Industries Jens Roacvaki MlnmFpade aCCO-'.CER Mlamlbade BCCO- VAL 11I1912020 102$f2020 11A34/2020 Approved Category: Exterior Doors (941) 486.0100 (788j 3f5-2S90 su6calagor•NI!Bng afixirD... Assembles Iroanyeldgpgtindumnee:c. Q.mpllance Mampd: Cadiscetl- Mer- i-king am Cue* Assurance Aooroved for Use Approved for Usa grtoaet. es soak Wodud ssodel. Number or Nam. product ne :erlodgn. ��et Exbir�ian.Data yKZ-outsido HVHZ Resistant Rxxarq 9 9G[}5570(Large MI-Ro.lmped) Vinyl Slkfmg M.s Dpor O4H4f202'I Yea Yes Y" NIA Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFL20461.1+ A. SWINGING Therm aTru Fiber -Classic and Smooth -Star NON4MPACT) 7r,0/-67 pat 12/31/2022 Therm aTru Fiber -Classic and Smooth -Seer (IMPACT) FL204 8 + 7..0/- 7.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star MPACT) FL20470 80,0/ 80,0 psf 12/31/2022 B. SLIDING Ml Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/ 40.0 psf 1112024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/ 00 #1105 (8 7) FL0248.3 +31,01- 5,0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (15 +t FL8248,10 +30,0/-33,.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/ 00 #1124 (1 X7) FL81248,11 +34,4/-38.3 psi' 12i31/2023 D. METAL LOUVERED DRS Curries DI%A lion of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.01-60.0 psf 10/8/2023 PGT Series 5500 FL239,2 MIA 7/3012025 B. HORIZONTAL SLIDER Mi Windows ,and Doors Series 188 FL15351,1 +55;0/-55,0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 F Ll 5349.1 + .01 0.0 psf Pam"' 4/3/2023 PGT Series 5520 FL243,5 N/A 4/3012025 D. MULLION Ml Windows and boors Series 5764 FL15353,2 NiA 12/31/2024 PST Series 5500 F L251.1 NIA 5/26/2026 E. OTHER 3. PANEL WALL James Hardie BuildingProd. Cem lank La Siding and HardiePlank La Siding p p g p g FL1 19 .1 - FL13192. 3 2 2 A SIDING NIA 2/ / 1 312Q23 B. SOFFITS Alside Solid e _ and Vented Vinyl Soffit y - FL152T2,1 FL 5272,2 1 +' psf 75,0/-�`,� f / / � 3 12 31 2 2 Alpha Aluminum, Inc. Solid and Vented Aluminum Sofflt F L15544 R5 54,2/-54 2f 7/30/2023 C, OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLA'YMENTS Tamko (fbr Shingle Roofs 151b Felt Underlayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Rood POLYSTiCK TU MAX FL5259 N/A 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Fridge Vents FL15918,1 - FL15918.4 N/A 9/9/2028 Florida Metal Products, Inc Vent RV 10 FL21580,3 NIA 12/31/2024 Lomanco, Inc DA,--4 E ahust Vent FL17202.1 +97.5/-97,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849,28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849,15 - FL7849,20 iVIA 12/31/2025 F. METAL ROOF Drexel Metals, Inch DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17879,1 1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NA 12/31/2022 All American Shutters 8t Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2022 5e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ _ ANCHORS SP Structural Conn, see chart Simpson Strong -Tie see chart B. TRUSS PLATES IT1I1I Building Components ,Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C, ENGINEERED L4JIVIB�R WeyerhaeuserFL8 Rim Bayard: LV PL LL 52 1- 5 7. FL 527.5 %llA 3/31/2023 D. MATERIAL Cast -Crete Corp, High Strength Concrete Lintels NOA 20-0830,15 NIA 9111/2023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5/25/2024 Florida Department of Business& Professional Regulation Paget of Building Codes and Standards It26rA22 Product Approval Application Detail Coae Emmror vim D= Oate Pend Ina Date IYM Verstbn Manufacturer Contac Validated By validated SubmiU dl FBC ADoroval Aoprmd Status Revision 2020 Therms Tru Corporation Steve Jasperson Lyndon-F. Schmidt P.E. Ryan)King, RE. 07123Y1020 07N2J2020 07/2912020 10(132020 Approved Category: Exterior Dogs 1800) 843-7628 PE-43409 (813) 767-8865 Subcategory: Saangmg Exterior Door Assembles jaspersonCthermellmoo Compliance Method: Evaluation Report from a- m F&Wa Registered Archied or Licensed Florida PWreaslonat Englnear Quality Assurance Aoorovedfaruse Approvedfor Use Impact Design Sea# Product Model Number Or Name Product Desertation. Contract Expiration Data In HVHZ Outside-HyHZ Resistant Pressure 1 a.Therms-Tru Fiber -Classic -and Smooth -Star Nominal $',8"lmpact"Opaque 12131t2022 Yes Yes Yes WA Composito.Edge Fiherglam Single Door (o w4nSfOutswing; X configuraton) 2 b Therma-Tru Rber-CLass(c and Smooth -Star Nominal 8&M.6 Squodm;p of&quat Opaque 12A312022 Yes. Yes. Yes WA Composife Edge Fiberglass Single Doormth Sidelte(s) (ln9wmg/Outswfng, XO, OX or OXO configuratlpn8) 3 c: Therm-Tru Filer-Classlo and Smooth -Star Nominai6ໞ"lmpact"Opaque 12131f21722 Yes Yes Yes WA Composite Edge Fiberglass Double D=Wth or tM$out SWelifes ()nswinglautsaaing; XX or DXXO oanBgurations) 4 d. Therma-TruFiber-Classed. And Smooth.Ster Nominal 8',0"lmpad" Opaque 17J31f2022 Yes Yes Yes NIA Compasitefdge Fiberglass Single Door (I nswingfOuttswing, X aorifiguta£ion) 5 e. Themma-Tru Fiber-Classic.and Smooth -Star Ngmmal 8'0 "lmpact&quoY. Qpaque 1 Zr312022 Yes, Yea, Yes NfA Composite Edge Ffberglasa Single Door with a'.fice(s) lfi.nWOulswing XO, OX or OXO corifigUral(ons) 6 f. Therma-Tru Fiber-CWssic and Simoach--Star Nominal 8&9390 Pquoklmpad" Opaque 121912022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or wlthodt Sidelites jlnewnng/0uh Nang; SIX or O)(X'O configurations) 7 ,g Therms7ru Fiber Clossoemd Smooth -Star Nomin2l6V,8&qu6t;lmp2ct" Glazed 12r312022 Yes: Yes Yes NIA Composite Edge Flberglass Single poor (InswirlglOutsv ing, Xconfiguration) 8 h: Therma-Tru Fil ePCtassic:and Smooth -Star Nominal8&#$9,8 Squatlmpaa" Glazed 12M112022 Yes Yes YPe WA Composite Edge Fiberglass Single D;ror oAh Sidelta(e) (lnsving1Out%,mng, XO, OXor OXO Wnflaurationa) 9 i.Therma-Tru Fiber-CPussio'and Smooth-Ster Nominal8'8 dquotlmpacY" Glazed 121312022. -Yes Yes Yes NfA Composite Edge Fiberglass Double Qatar with or without. Sidelites(mevoinglOutsviing XX or GXXO configurations) 10 Therma-Tru Fiber-Cheigo and Smo th-Star Nominal 8' 0 &quct;lmpact&qu(,t Glazed 1213i12022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InSA.21Outswnng, X aonfgura£bh) 11 k. Thermo-TrUFbar.Claaslc<and Smoptrr-Star Nominal8&#SRr) 4lquakImpoet&quo't Glazed I7JS 2022 Yes: Yes Yes WA Composite.Edge -Fiberglass Single Door With Sidelte(s) (Inswitwoutsveng, XO, OX or OXO configumfions) 12 I, Therma-Tru Fiber -Class,; and Smooth -Star Nominal 8'0 &quaklmpact" Glazed 12131/2022 Yes Yes- Yes N!A Composita Edge Fiberglass Double Door with or without Sidelites (Inswingloutsaing; XX or =0 configurations) 13 m, Therm a Tru Fiber-Classicantl Smooth -Star Nominal 6',8 ":lmpact" Opaque I213h2022 Yes year Yes NfA Composite Edge Fiberglass Single Door Wth "Non-impact&puot; Sidelite(s) (Insygrlgl0utswmg; XQr OX or0XO config ur9,L=*) 1.4 n. Therma-Tru Fiber -Classic and Errwoth-Star Nominal 6'8 "lmpa[t&quoit Opaque 12J372022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with "Nondmpaot":'.SWelitaa (I nswirlgl0atsvuinp; =0 configuration) 15 o;Therma-Tru Fiber-Classic:and $much. Star Nammef8&#WQ":Impact"Opaque 12131f2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Wth &qut0an-Impad" Sidelite(s) P nswnglOutswing; X0. OX or OXO,corffigurahons) 1s p:Tflarma-Tru Fiber-Classlc and Smooti,Star Nominal8&939.'0"Impact"'Opaque 121312022 Yes Yea Yes NIA Composite Edge Fiberglass OOubfe [).or kh SquotNori+rpact" Sidelftes(Inewfng/OutsWrg; OXXO configuration) ti q. Thermo-Tru Fiber-Ciassicand Smooth-SLar Nominal 8',8"Non-Impact&d.# Opaque 1221f2022 Yes Yes No NIA Composlta Edge Fiberglass RngJa.Door (I nswng/Dutswing; X configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 88,09:3 "Non Impact&quat Opaque. 12131,12022 Yes Yes- No WA Composite:, Edge Fiberglass Single Door with Sldelte(s) snauAr;WOutswing; XO, OX or OXO configurations) 19 s. Therma-Tru Fiber-Clase(c and Smooth -Star Nominal 60S9,8&quct;Non-Impaot" Opaque 12131f2022 Yea Yes No NIA Composts EdgaFiberglass Doubts DoorvAth or without Sldentes (Irisoiing/Outsv rig; XX or OXXO configurations) 20 t Therma-Tru. Fib r-QIassicand Smooth- ta.r Nominal 8',0&qquod Non-Im pact&goof Opaque 17131/2022 Yes Yes- No N/A Composite Edge Fiberglass angle Door (inw> nq[Outswing; X configuration) 21 u. Therma-Tru Fiber -Classic: and Smooth-Ster Nominal 8',0 "Non Impact" Opaque 12J312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sideide(s) (lmt*nglOutaWng 1(O, OX or. OXO 22 Y. Therms7iv Fitiar-Gassic and Srrwoth-Scar Nominal S&999,0 "Nrn-rrrgiact"e Opaque 12f31Y2022 Yes Yas No NIA Composite Edge Fiberglass Double. Door wttlpr without .Sidebtes. onswinglOutsmng:.XX, or OXXO. Configurations) 23 w Therma-Tru Fiber -Classic and 9mpoth-Star Nominal 8's "Non-Impact&qupkGlazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InswingfOutswmg, Xconiguraton) 24 kTherma-Tru Fiber -Classic and Smooth -Star Nominal $Ű &qudt:Nbn-Impact&quoC, Glazed 1212IV2022 Yes Yes No NIA Composit6 Ed a Flbergiasa Single Door with SIde14) (1 nsW ng7OutsW rig, XO, OX or OXO configurations) 25 y.Therma-Tru Fiber-Ctassic and Smooth -Star Nominal 6',8&gwMlNlon- Impact&quok Glazed 12f31i2022 Yes. Yes No NIA Composts Edge Fiberglass Coup Is Door wth or Wth out (Inswing(Oubveing; XXorOXXO oonfgurations) 26 z. Therm -Tru Fipor-Classic and Smooti-Star Nomfnal 88039;0"Non.Impadt8qual; GIazW 122173022 Yea, Yes NO WA Composite Edge Fiberglass Shgie Door (Inswing/Outswing' X configuration) 27 za Therma-Tru Fiber-Claagicand Smooth -Star Nominal8'.0"Ngn- Irnpaxilquct Glazed IWV2022' Yes Yes No NSA Composite Edge Fiberglass Single Door with Sidefite(s) (InstArgiOutsW ng, XO, OX cr OXO mrifkjurations) 26 A. The-.-T. Fier -Classic and Smooth -Star Nominal B'0 "Non-Impact&quat;:Glued 1213112022 Yes Yes No NfA Florida Department of Business & Professional Regulation Page i af2 Building Codes and Standards 15=21 Product Approval Application Detail Code Ehttty ar P& oats Data Flagons Data l a Vai'slon Manufacturer ..contact Enolrger B.Ucense Va dated ev )Cddat d ,Submitted FliCAooroyal Approved .gurus ReWaron 2020 Ml Moms and Doors Weststinger Luis Roberto Lomas Steven M. Urlch. PE 1b1D.EM20 1t)108/2020 1011W020 12r152020 Approved Category., Exterior Caere 1717; 365-37M PER2514 (71T)317.8454 Subcategory: Slidhg Exterior Door Assemblies bsltlh,ger�miam.com compliance•Mmthod: Evaluation Report tom a Flodda Registered Architect ore Licensed Morlds Prolesslonal Engineer + ><'tfaa3y§.Ra �,fplllrpte .. .._. �. , Quality:Assurgrica Approvedfor Use Awuov.d for use Impm paninct "- aid# PraductModel Nranper or Nerve Product Descriotlon Casiract Exelredgis Date In NYXZ outside HYHZ Wilsotd Pressure 1 SERIES420AtUMINUM SGD SERIES 420 ALUMINUM SGD OXO 1MI2024 No Yes No NIA 145-314&guot;x80".NOfvl-REINFORCED �^ SGR:LM 420ALUMINUM SGD SERIES0 L IN D 2AUMUM$G E .OX XO XX 12l.1titZb24 No Yea Na ! NA 988qudp:808a1uo1 NON-RE7 NFORCEO 3 SERES420ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED DXO IWV7024 No Yes No WA 145.3144gootxS6&ged; 4 SERIES420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM BGD REINFORCED OX, 1Z131i2024 No Yes NO N/A XO XX'96&qua.•x96&gook 5 SERIEs420ALUMINUM SGO REINFORCED. SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312a24 No Yes No NIA 143&A.W;.9Wu oL Florida Department of Business & Professional Regulation F.gei d2 Building Codes and Standards 10=1 Product Approval Application Detail Sggn Entity w us ,� Date Pomm�p Jd3ii Type Veislon' Mahutacturer Contact EnMhea&Ueense Validated By validated Submitted FBCAMrreyal Approved MAM Revalon 2D20 Wayno-Dason;a diviaon &Overhead Dart Dwayne K-Nh John E. Scales .Jeffrey P, Amason; P:E. 10112=20 0K9=20 10Y232D20 1215I2020 Approxad Carporetlon (33D)783•5121 PE-5,1737 (904)821-5200 Catagoty: Exterior Doors dkomish@wayne-danon.c " SuhCalegary, &actlrnal Extemr Door Assemblies am Camplianea Method: EvaW.H n Report from. Florida RogisteredArchltectws Licensed Flodde Professlowd Engineer cuallN Assurance Arlorgvatl frn use Apt rayed for use I act D. - Sea # protArcl Mode.1. Nralaler or Name product besddpdon ardraCl Exniratlon bate 1 H Outside HVHZ Rim( pr ce au. 3 80D0i81D0/8200M1105 9&a3S; Nex width 14' M. h0941.. GI-Ing 12I31I2023 No Yes Yes +31;00E-75.00 RV !table In top or Intetmedlete section. 1D 8p00A8100i8200#1923 188N3S Max width, 1494IM: Max height; G gOng 121312023. No Yes Yes +30,0(103.50 available In top or Inter mediate section. 11 800018100f8200#1124 16039; Max width Wass: Max height. Glazing. 121312D23 No Yes Yes 134.40/--38.30 available In top or Fltamnediate avoted. Florida Department of Business & Professional Regulallon Fee, I ai Building Codes2rd ftridards. IWD21 Product Approval Application Detail Code entity or we Dal. Daze pestling D4& Tyra Version Manufacturer comige, Valuated EN Varidatad Su6mIttW-FailAbomval A -mad stings Reylsbn 202b Curdesllvis on dtAADG, Inc, Tom RMtay UL LLC- Troy Bishop; P E 12MO12020 12/01(2020 1W21M20 Approved category: Ektapar Doors ;641) 494-2613 S54)94P0880 Subcategory: weriv Door Components tan retlay�a66eebley.co Compliance Method- Certification Mad; tr Listing prpetue- > to punl+iase . .: , : . `- • - _ O» allty Am,ante Abl royedler Use Approved for Use , Impact -Dwain, Sim # Product oescdgUpn E'dbate in HVHZ 0,8.1de, RVR2 Rass d PoH I 80TY4Tm?57 ?mPA dingle and Perm of Flush Glazed and Louvered single and pairs of 12+31f2023. Yes Yes Yes NIA Doors haipw metal doors:. Florida Depaftment of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pape 1 w2 IISM21 cod. Euht, or Data Dal. flat. Pending safe Verslm Manufacturer Gonfca Engineer& Licmrse Validated By tlaildated submitted FBC A,,v,( ApmoVed status R*,A.Im 2020 MI Windows and opera Brost Sitlager American Architectural Steven M, Union; PE 1111.?126Z0 I Im 72020 1127t2020 - Approved Category: Wihd0Wa. 1717) 365.3300 M-fisct- Assaorehcn 017) 317-11454. SubCaleadfy: Singie Hung bal6inger�rHwa.Gom Compllanee Method: CeMtcdm Mane or Listing Quality see A Product Model, Numboror..Nama Assurance predict: Description Corttraat F-kplrafl0l:l bMa Aoormad far use Approved far Uss ingagt In NbHZ Outside HVHZ Rewssell Design pleasure 2 1,t 52X72 FiniFlange Frame lGlSG Single Hung I DM2023 No Yes No *60/-60 Leminated Gkss N N cn O U N � �� O O L .� ♦V U Cn CD �Ot O O O O W .0 U CnCn C LL f--0._WaC CU . Q Z Z W J rt+ C%A N 'O > W P G cm c Ca Ch CV t7 m aG 9 eat s Yf 67 O J 6y 61 u CL W E N 40.i L t 3 cc d <o a, a a � u 417 c ct f6 in Q- C it Is O O vi- W v I C0 0 L_ CL 0 < L CL L) CU M H O L_ ICU W W Z Z Z 'Q ^J LL SHEET NO. PA 1.0. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pcgs,34 4/25&N 2SL42. entity'a Date paw pi Paid, M" version, Manufacture oiDlItaidt elialfliter&LIcti Validated 8 Validated ithed su�� FBQ Approval Allorroved latalus Risvi.l.n 2020 Their-T-Coporild:in steve J.�Pi Lyndon Fi Schunidi. F-E. Ryar, d� Kinq� P.E. I 1 Wi 091`1812G21 10�1s= 42115)2021 , Api category 5�torior Di (8(0) 6,43-7628 P-=-434019 (81 3) 787-66S6, SyldCabatory�' SWNing Exterior Door Asisemblies ajiti.pars.riCtli,ormal-w Gomplia"'d6-11iiatiod: 5�,dluetidp Report from . in Florida Registered Architect or. Uctnwocl Florida Profetsi Engineer i�" �-'�Z �j�i- 11 , ) , I .... . . , " , �� , I I '-'.'-_i - , �,"'-_, ,,",-'�,", ;-�-"'_,"'�".� , . .. ... .. , '� , - , , �, � , .4"', � 1 _,� , -, , � __ - , I __1 ,,,, , " " '' ,� " " , , , , _�'�' I ��' ,,, �� ", , , � ,", , _ - �' I � , "�"',i ��"� , , , ln�-� 1 �' " I I ��','� , -," -, "'I' -, _"�"' I" I I - __" ,� '� , " ';'�_" ����� '5'�," ��"", � � " -'i" -I -,,'- �� " �_� �' �, , - - � - - - I ", ,,, " "f ,z Z - I , I I - �' � 1�1 "I", ,- -, � �' � , "'_"; 9����� � I ' Ottautyrissurance Abpjj�ttjsei ApornovadIti I mill" g2" Sell If Product MocK Number or Name Produer: D�crlptlon Contract Exialra4lon Date Outside HVHZ Nesji pressure I a� Therma-Tru Fiber-clasec pindsmooth-Ster I N,DmimIW3$;Bi$quot;Non-IMpa"qui,4 Opaque 42J311202 C, orriposdis Edge Filbrililaos Sings Poor I , ,2 No Y'ss No, NA 2 b. Thermai Fiber -Classic and Smicoth-Sidur (1mWngtiiOwt.,4rg: X configuration) Nominal Wi &quabNw-Jrnpact&qu.i Opicei f2isl/2022 composite Edge Fib"Jaw Single0cor with 1 I st I ci)< or bi No Yes Nb N/A 3 - Tharri Ficar-C];mi Smd.i doi 4 �nswrgiloudnmrq; )(6. ..,figuni,fich'.) N.mIr.I6&ti39;8 %quot:N.A.Innoottici Opaque 122112022 Fricarlita�sJQomp6i bligeowicle b6icir"i,ifflik a No y"i No N�A 4 d. Thermai Fiber -Classic and Smoi Vi4tho SiCL�lites�lftsMr,O/Ovtg��hi;YXbrd= configurations) Nominal ?"39;6 liquirt,Non-Impacti Opaque 1,12"W2= Composite Edge Pitiergla. Single Poor No Yes No NfA 5 a Therrivii Ribei and Smooth -Star indiviing�Outs,wirg; x confIguni Nominal 7tiki,Virl aijuicitNon-Impecillidwof, Opaque 121sl.r= Composite Edge Fiberglass single Pox with actioub5i No yes NO NJA 6 t.Themi Fiber-Classlo " Stincoth--tar (Ins�,AngiOutsviing;,X0, OX or'0i oprilligundons) Noi e8#3a;d&qUotiNon-Imlp@cti Opaque 12131 r,IU22 CompoelteEdge Flicerglanig Singlisi No Yes No TWA, 7 g. Tharmai Flicisr-Clussiji; and Slrri6cth�ftr linvivni;ll,butsmirfrig: Y configuration) Norninal 8&i Aqua.Non-Innippoi%quipt; Opai 12131 1= Composite Edge Fiborglai Door Wth "i or OX0 No, yes No MIA 8 th, Therma-Tru Fiber-CIti and Smooth -Star elfte(,$) (IneWnVOUteArina),Z)�oX =figiur"hi 11 I "I M404cluotNon-ImpticAeluck, Opaque 12131i2022 Compi Edge Fjbatgl� Doi Pope Vi of No Y.. No NiA 91 I. Therma-Tru Fber�Ctassicandl ftwth�Star withourt sidefflas phewingioubeviling; XX or O= Wfifigurationel Romi 69#WB&quQt:Non-imp,a�t&�ua,,DL�ed 121sl t2022 Composite E dge Filtairilless Single, ,Door No Yes NO N/A IQ j- Thermi Fiber -Classic and Smcoi I I I I ' (Ine'viiinlivouraiwirw x configitraticir) Nominal � B',;8 iiiiiUctitl0ni hP0Crdtquci Glazed 1213i Composite edge F16targibi Slnglebo�r Wth Sdalfte(Q No yes No WA, I I it Therma,Tru Fibel,Clamic and Smooi (InavAngloutwAnU; KO, OX or Oi configureb.ne) Nordhad 88039;8 Aci uottJoi m pact", Gazed I 21al r2= composite Edge Fiberglass Double Dtiorvi or ' No yes No NIA 12 L Ther me -Tru Hbor-Clarasit, and Smooti r Without Sce"tes.ilmisinihngf,Oudeving, XX or OXXO wrillrigurab , dins) Norturlal 7&i iliquotNon-I mpactitictiot'Glazed 12ii ti Cg�npg*itetd4oFit��Mlow,Si�gieD-f � NO yes No NW is ,. Thisi Fiberui�lisi S-i onsWngiouldvinni Xvionfiqunittini Nlombi 7APS9,,O&q�.t,N..-fi�p.i.tgqua,,,Gi-�d 1'2131=22 Composite Edge Rbergess-Smille Door vi YO, No Y� No NiA 14 n. The"i Fibei and SMooth-Slar Sklelftei OlistiiinglOw.wirlit; OX or OXC conifiturations) Nemmal,80i tilquCtNon-I mpo%cloot; Glazed 12MI$2022 Composite Edge Ricergirmi, D , per I No Yes No NIA 15 o. Themni Fider-Clai and Smooth -Star I I ( Ing* x configuration) 0Muothlon-Impacti.iii Glazed 121$112C,22 Composite Edge Fitergiaes Sing [a Odd , r vith I Sidelitii(s) (I X.0, OX OXO No yes Nor NIA, 16 p. Thermi Fber-Claselic and Smooth -Star nsWrig/Outti , or configuratona) I Norriniat 56i scluct,hion-timpai Glazed 12r4liX22 Composite Edge Fiberglass Doubler , %or with or 'clthwl No Yes No i 17 q. Ther"i Fiber-Cassiv and 8mooth-Star . I sidelites, finswrigfoutsibibrul; XX or WOCO oonrfiguharions� Nominal s:8 &quctNk;n-ImPzi;l&qQot'Cpi 12ii$112= ' CQm'pdWte Edge rib., With , I I No yes No i is r, 7hermi Tilbel-Classic, Arid $mcdth-sw 'gIdss$In9Ia,0ow I I Transom (IneWhVOurtsWrig; OIXconfiguration) Nornhal 6'i8Aqwoi Imptiottliquat Opaque 1-213112022 , I � Compasits Edge FUT,riliti Doi Sidi Trans- 6navii,g,iO.i1qg; Oi No Yes No Ji 19 a�' Tirermi Ficei and Smocti and Ofox or 6)OXboorifigunitiors) Nomin4lwsu�'al��,�Ron-inva(Aaqgot Opaque 12ft2022 Cornpi Edge Fiberglass Singlisj)oc� With No Yes NO N)A 20 t. Tba"a.Tru Feen-Clatitic o rid Smooth -Star sid.libei 0�A'f'.)O'tavimS;'x0' CX or OXO Continuous Head tr�d Sill Whifloillai Nori I 8&e5sD %qui NOA-4nireactaquot" Opaque 1213IJ2022 Composite Ectile Pberg less Single Door,ritth No Yes No NJA 21 u The ... ri rw Fba*Claselic and Smedflin-Slar SideliteN OrawnWOurtsviiing; Xb, OX or OX,O Continuous Headl and Sill configurai Not�t,�g,f6&W,4,SL,IubtOon-Im��. upt Glai 121sill2oin Coniposli Edge Fibi Single Pow With XG, OX Oi ME) yes Nic, NJA 22 �. Themi Fiber-'Clasi and Smwi I =(InawliqlQutsi or 5 Head and Sill cohligulatobs) Nominal 9i a,quccrion-Impapittliquot Glazed 1 W112W Oompi Edge Fiberglass Since Door with No Yes NO, N/A 23 w 7herma-Tru riber-CWsalp andSmocith-Star Sidellwa, lifl.vAnglouicei XO, OX or OXO Continuous Head and S1111 configurations) 1 Nominal 60U,,a &qwt�Nonll mpac*uot Opi 12/i Composite Edii Fiberglass Door Panels win Vont,ad No Yes No N)A 24 Y. Tbenrizi Fibei and Smooffilstar sid-lite(s) Onsi,ingtOulaMni XX XXX or XYXX con6g.rationa) Nominal 8U�srt]D ",Non-ImlJaotaqu" Opaque 1213112022 CompositeEdge Filberikki Panislavirith Vented XXX600= No yes No WA 25 y. Thomrsi Feer-Cl2selcand Smooth-Stor Sidiiiijilei (Inavingpoirsviiii -11, . ,�.�ll,�1.11=).;B&quo�Ntn-l�pact" Glazed 1213112022 Gampi Edge, FoerglarwPoor Panelltimitth Vented No Yese No MIA, 26 z Th,smrai Fber-Classicand Smootb-Star 61dcilite(�) ons4nglQubswirti XX XXXor X)= ccnft;uruvona� Nominal BU$9:0&q,tMNdh-impa,Ogq,uct.,Giazed 121i Composite Edge Fiberglass Moor Pa , nelsvilth Vented nsitIngfOutswing; or No Yes NIP, MIA 27 za.Thismnsi Fibar-Claftio and Smootb�Star Sidellbals) 0 XY, XXX XXXX configwratiors) "I I . 1 NDminl6,&*$9:8&qW,Non-Impactaquat;GlmeI , 12131=22 GDmpo�gtoEdg�Fibe,gld�Sinqte,Doorwkh3&939,0 XO.CX No Yes No NJA 28 zb. The,mi Fider-Classic-and Smidoth�§psr sidelke,(s) ons"In0iiOutsi or OXO � con Nor,, �Q Aoubt;Ndn-Imdapt&q.ot'Gl.zed I wsv�w2 Composite Edge Fiberg Lass Couple 00'w Will No yes Na NJA 29 ='Them-o-Ttu Filccir-Clawi; and Smoodi-ft'r S0se,0 6idelites �l nwiimgfOuts�iii, C)CO coinNurdor) Nominal 8U39;0 Scluotbrion-Imita,d&quii]; Glazied 1 V3112022 Com posits Edge Fiberglass Sii i vvith 303q,� 0 OX No Yes P40 KIA 30 zd Theirmi Flbnr�Oai and Smooth -Star sdolioa(i) onsviingbiu6mrigi )(0, or Oi conNurallcmi Nominal 6039;0"Npn-Impac,t&qupt; Glazed 12if2ii Cornposite Edge Fifierglai Do uble bkibr,�Ith No yes No Nii 31 za� Tharmi FibeT,CJesaIc4rdSmooflh.Star 3lloi Sidtilito§ fIrsWr,gf0ut9Wng; o= configuration) Nori 7Y,,a$,quc�Non-Impoot",'ShoW 1213i NO yes No MIA Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 FLill Code 9my 9c Date 20 99ft, Date Status jyM Version Manufacturer Cards F_ngln2jii Validated V Valiclatilgi Submitto ftaftig Ailmimilid ,Approved . Revision 2020 LASS USA Maury.Allpert,. Licen'se . John IN '10/i 1012,212020 FBC 1211512020 04"ory'. Roofing S954233133OStTvalpart@poiygiaF,S.c,om Robert Nieminen I Knezievich, PE AAWWAI Subcategory: PE-59186 (954) 772-6224 1110V2020 Undarlayrniants Compliance Method: Eys lotion Report from , a Florida Registered Architector a Licensed Florida Professional Engineer FLA=iirW Products I QuallwAwranot, A_2 W_ dfor Use vad for U-46 IMpba past Lesho Product Model, Number or Nara Product Pori Wo wllgu�d UWE oubiddislil Rashittaril Pressure 11 Poly4ass Roof UndarlaYments Flooring undedaymendc 4DI2112022 No yes NIA 4WA1G2Z5 I Polygle" Roof Undeftymentl� (HVfiZ) P,*i roor underlaym arks for use In FBQ 1212312= , Yes No WA NfA WHZimrisdiallons. 2 FolYglats Roof underlayments jmdn-HVHZi, PolyglAii roof underlayments, for use in IX23)2= No yes ri -Ni FRO rmn,HVHZjurtsdlot1ai I PolyQlas% Roof Underlayments (HVli Pi rod' underlayments for use In FS01W.23ii Yes No Nv, NfA HVHZ�.1sidkilions. 2 Polygits% Roof Underlaynatrits (non4iVHZ) POIAI*s� ricior unrcerlaym ents, for use in 1=== No 'y" NIA -Ni F8C,rron-HVHZj.dadICd.i 1 FSIVglass Roof Un d edaym ants (HVHZ) Foly0ass roof underaymsfits �pt use In 1`501 Wi Yes No NA NIA HVHZ jurisdictions. 2 Polyglass Roof Undedayments (non-HVHZA Polyglass roof uritled-laym art$, for use In 1X23=23 Nip yei� NIA +WAf-622Z FSC har,-HVHZjuria:dicti". I I Poli Roof Und4rilayments (HVHZ) Polygass roof ur4arlayment, for use in Fact 21i Yes No NJA N/A HVHZ jurisdici 2 Folyglass Roof Underlaymeni (non-l-l"i Polyglasts roof urAorlaym chips, for use in lx2w= No Yes NJA -Wi FBC nan-HVHZjurjadicb;ni Florida Depa, r1ment of Business & Professional Regulation I Building Codes arcl,$tandardi Product Approval Application Detail piii orl 10421 Florida Department of Business & Professional Regulation Building Codes and Standards; ProductApprovall Application Detail Pi I a I I ta' .021 1 1 ,i i ;li ii : : ; : i ; ; I i ! i 0.& :i : : ii i i i i i I i ii ���� ! ' I i i Neill, . A" Date bila piti Did. 'Code � arritty or M Dam kin Pereira -Q@L- � Ti version ptanurdinturisr cant 141slinhisir 4 License Volidded W maiwated submitted F5C A01proYal Atuoro star- T".. ��_ plarwatiturs, :camw ismAni a U.... Viefidwhid & widwal submded fac Atianciial A,,,-,d lilam Affirmation 209 Po"Ind.strio. jerrs R-clif Whi 11000 -OER WaTf-D.o. !!=, 01 -VAL 1 IjO$Z20 illoom2o 111i Approved Revision 3020 MI Wuidwa &no oi sirentAluntier Amei Archlectoral Steven tA Urlor. FE i 1axa,= 10i'96/i IdkM02Q Approved cobeg.'riNindidw., I (941i486-4i (76!lsial�-26W c�logorii w , Indws (717) 355-33w si icir, T It) 317-8454 mar*dturorsA SiaCiattigpiri.-Strigue H.ftp Iroso,iiisidaponisistitesx. Ituccateacrin Hore0i 394N bsifthoPrairred- Cornplierics Midliticl:'Cettininflion hi U�tlrq on Cnimpilarint, sleti 00ruflawlion Wilk or Llininut 11 I I I i���'_"_' " _',�%��_ 11 "I " . 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Y v" MIA Florida Department of Business & Professional Regulation Building 0ocles and Standards ProductApproval Application Detail Pc2c 1 .1' 2 iwm2l code Entio air Own Date Date Peri Date am Voisin, mandraclors, cosi . Fmiii Licsti '"idalrd ev, vallidici sub.1b.cl FBCApdroi Arritinti a" Rne,A�Ion 2020 PAI Windbivs.nd Poor. ars't Surw Amernon Arch1tockircil eleven M. Unich. PE 11/=20211] 11Wn= 110&Z20 Approved CategoryVIRdnivs iTly:i 365-33M M.rLrocuuw�A_joft. I717)317-8454 I subcategory. 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CA 12131=2() M yes WA WA High Pi Koiy,-rx 12MI)2020 No -ys� WA NXA L'�. Piors. - rtati rx 17`31,2020 li,4. yon N 0% N)A Florida Department of Suriness & Professional Regulation Buildingi Codiesland Standards .Product Approva I Application Detall Pi 1 cf1 IPF'odl code am Of 9ft Q& pmefthid"d Date U0 V.nsf- fillsprol.aw. cori i;Wc.,r&u._e, Vallcho'bad Or viiii submittig FSC Abi Approved status Revision 2D20 Alpine Stuart LoOL'. [CC &.1c.0. Sirvic., LLC Willeser ML Rarl"t. PE Icisili I W2212020 1 lA51i iiffiSiii Approved category: st-hunrl comp.rcrN (s4i 7 10-3377 NOT) 6814W sudca"grn'yj 7- plated �A.wI%Q.plrojtm ditimpliencrolilethi Eircl.olknRepiiii Product e"iumflor lintitir , , �,�,,,,��,�,-"",�,,,,�;;,,�'I'l�ll,�,�I �W� ��1,N�gwzgR����Ml""I�"111--l��,�"I � � 2.1gyjkAilLani ApOrdi I" ui Aporowd fair Uso Impact 0-1- 8-9 Fri Moft Numther or While propw'p"i contractExitlicakii In HIAZ outsidelpitig mstant Progive I I 17W BOG/Alpi-Highiiir fti,iiii 4-R. S]I I Metal co-dorPlet. jm,i Y. Yes MIA MIA 2, TWBOG/Alplae HingeRitut, i L' ' r 1 Metal Connector Piate l2al=4 yes , yss N I'll MIA 3 , TW Scemliplae'Trulm � MetalConnectorPolie MI12 4 Yes yes M#i, MIA 4� Tw 86G/AlPiri M,. M.t.1 bom.tor p4c, i .1i,t1D2141 Yes -y4o N$A MIA Florida Npartmetrit of Bmffl�jini & Professional Regulation Buildingcci and Standarditt Product Approval Application alitall psgels]`2 qrisIar2l Ci L Date Date 0,* M arm 2MAL T'.. V". 19-1,churer 0".1ind B; Llo- V idated By ,k Vai 1111111111.d F3C A,ninval Am-, sw_ Afficni 2070 kiche AlUnimilri Inc, jocid, silly& i, R, Lorri Steven M� witch, PE , 11AS12020 I visizom I lbar�620 , Approved cat.i pi wells NOT) 609-2003 pi (717) 317-,8454 stibicathogrry;$ofths alph salum1humincii Compliance Method; "Wed. Report ti 0, new Florid. Rcid4siod Architect or . Lio-d Redo. 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KV R.sh,fiet Praii I I Alpha Aurninnimi 6ii ViciplisdAlurri SOV Non a AlUnitnum acrid &MV; Ventea,oduminum 01730=3 No �.s' No NIA CMU 4arrip;-Woo I Seri Crinj &..P'�W.i I Q20 Ti version Manufacturer Revi IiDl� 3AF canhir-i R-ofirq UbCalegort: A,Ph.tehingincs, campurince, werni Ev.w.licin Roport firorn s Florida Registered Architect or a Licensed Flibrula ,� 66i FrOeSsionifEn4moo I - �,"� V � I , I � " � "� � " , '� , , ... , .1 -, -, '� �""�" � �'� , v� , , , ", ' �'�'�'�: i" I - I '40" a-# , I �'�-_ , �'� , , Product 110.4.1. Nusich. or "auto I GAF AiPhSlt Roof Shini Ti4p. V,ri mcruri R.0i 2020 Fiblice moto F Florida Department of Businei Professional Regulation Building Codes and Standards Product Approval Application Detail 51MINEENERIENIM pae.1 d2 1 IM12D21 EiiArtif � owe 2" Oka Porudino Claft cord lanaWer & uladrim Vai By Validated Submitted FaCA[Winci Approwd $taws Fill.hmi SU,h Robert Nieni John W. Kin-evich, PE DDRI4020 0ii IM212020 12iii Apploi,ed W0700-3411 PE-59166 �ti!i,l) ?72-6'124 rntion,ow,com Acitmi ociiisdoMpirr contrapt F401,41-mmotir _7� _�� B� Fm Foci noinionced �.i Wridnalued. 0-taband 1,2116i No Yes NIA N)A hipfricig-sph.1t,hmilies Flo6da Department of Business & Pircressional Regulation Federici Ulldl ng Codes and Steindardis ii62021 Product Approval Application ostall Why Date Dat is Cape peri Dete I Oni auglin.. a Uceri V41d.t.d 9V V.11doluid fter, Fad Arictirrial Aporoi ai Clark,lon't James 1. Backor, P,E_o Stiti"on rit ufth. PE 09,2-1,202a 059512020 10,i 12MIKC20 Approved ti?04�783-840(3 CaUCK eftoritenhil (71TI 317-B454 d.ri,iPffamoocorn FE-31M2 0"Ift Assurance Anproni to Apprei tot Use, 4RDW Dishill sai I hot or hi Pildidixot Diriorhiboh Contract E-41itaing Us Lular 00tsid, HVH Reuindort pturii 3 3- HLAMO liquot;RV 10 Ridge;Wri Aluminum Ridge Veni W pitIlied rools fabileated iWila,024 NO yen No WA fro. 0.625'Aliurrinvin Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicationi Detail Page I 0 1 925022 code � Ent" a Oaw bate 2023tt pending Data I,w_o Version Manufacturer Contact Emplinater&l.iownse Validated By V�J_iditv;j SWIc6ifted li Approval Approved status Revision 2020, Global Protection Productor, LLC. Tim Robinson WalterA-74111i J,, Pi John W. Klutintiviciii, FE� I 09?G8=0 09101120,20, 1 W1=201 I 1015ti APPI&VAd category.. shutheni (954) 88g-7545 PE-44187 R54) 772-tW4 S.IdCai Storm Panels -tim.iribinsont;illipperit.com compliance Math ' 0i Evaluation Report from a Florida Registered Architect ora Licalised, Florida Professional Engineer - , "-- , , , � I I '_ " �_ "", I 4 " , � , ,: _� I", �, , , " "" ��"v�" I, ,�� , , I '�� " , �' "I 0�1 lil'' ,,,- -, , ,. �' , , xl""' I ,,21"I"', - '1'1'�' i ,�, 4 - - , " , - �' " �' 1, ", , , � � - , _'' __" " -'l �� �'_ - , " ." - , , '� - " , , -, '�"��"' "'_ - - ,- - - , - ,,, - -, - " " - ; �"��"i"" , " " �' �' "'- -, , �' �' , � � .... .. �� , _� '�; , , " I - I , - _;' - �' I 11 -, � _ _� " " � - � ", ," 11 - " �' �' � '� ... 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Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Applicatidri Detail P.g. I of I In, ,'D21 :Dm visi Man,lacluer — Bicturw & Licens, vaidsted jal I - - — Validdholl Butyrittad FE Apinni - Atc—d stmus Rarvi�tcn 2020 COMMorcial Concrete Prcdisi Robi Samof A, Gnitniciry Joinn Hoy 1211612020 12AWi 1WS12M ding FSC Apdn caorew structural compi iii,13),mi PE-34245 f352) 508-5311 subcategory. Producusintrocuoid as a Result ot I P-asignalon@�J.1i Me. Til.tinglotty CompharoO Method: EyalUlitich Report from a FlordaAvIishered Architcot or a Llcrhwd Florida Prof-i-I Eintilres, -, "I"" ' " ' - �' I '�_ �`1111`1 """'I"I'l-11", �11"'I"I""I'�' i"W" MW , �' 'I,,-,, 11�,1'11_'1,_i__ -, , ""Il""I'l"��1--��1,11,�'I'l��,-,"�'-'���1,1111"""-'��,,���'.11 _ , "_ � , �A , , , , , , � " , � - , " , ,- �' �` ", ` ' " �_" - -, - - " �, ,� � " , " " , - � , ", , , __'." , ,,, , ", " - - � ' - � , - , ,", ,� , � , - " , ,: --- - �'_ " - � " """',","', _", " - ,,'-,,,,,: � _""__ - _" - , 1, "" ___' ' __ - � " v , :: el, " "I � - - - � ", , , , '' _' _ �" � , , � � ", - " � - I �"' , "" "'."""' " , , , "�,_-,�",�"-l",,"�'I'll,���""",""",, " " " vi� " -, ""i""7'r," " �'�_ "," _" " "-- _ I , - 1 , "I, " � "I', ""I' " � , � I ' I 11 , :� � " " ,";"''�" P, , , , , ' , '111 I - - 1�1' , . i, ]", "�'," , " " , , - I_' � � i , �' � � � '51� '1�1 ��_ - , , 11, 1_'_ " 1, L I " -_ -1. ' � ,5"' � � ., ' , ' I "i '' , '- � � _ . 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Iiii 0 =3 _0 0 < L_ CL (1) U) i 0 M M =:31 < lllll�o �- 0 L_ M " LU C 2 C= < (1) Z __j = < I --I a - SHEET NO. PA 1.1 � Simpson Strong Tie 2020 FBC Approved Products For direct links t all SST "tOVala listed el .CLICK. HERE. I fFr 0 ape, .. p, OVJ, are.. Simpson Strong -Tie 2�OZt1 FBC Approved Products For tliredt pnKs to all537 approvalsisl@p deICJJ, CLICK HERE cm �ofz- , � n Simpson Strong -Tie 2020 FBC Approved Products. 2 ofzoz For direct links to all SST 9ppfOValS llslE.tl below, CLICK HERE. ®Simpson Strong -Tie 202t1 FBC Approved Products uPpated,2r3r)Izo20 pP , For plreClNnK$f0a115ST approvals listed below, CLICK HERE. For additional Informationregarding Flail a -Statewide ProductApproval .System a tYnamr ' at'r tlfl and -fled Count N OP Accatanc f 'A ICK:MERE. . a crtlde a t9 ,CL ._. _ y p _. ( ). For additional lnramatlanr.-ardfrFl Id sStatewide. Product .Approval -tam-antl.N6aml Dada Coup�Ncticeot .... _.. regarding g Pr a .. ..Sys.. ..ty CLICKH@RE. Acceptance NO C..>4). Faaddtion. Iimamation.reandnFlat sStatewide. Product. 5tam and .A+eaml �adeCoun @ . __9 , i ,9 . da Approval System County Notice of Acca fence.: C tCKHERE. p (1140A), _6 « Fa- dttbh Information regarding la dfls a[ Product System .. ad s{ _ F I St ewide Approval . and Miami Dade County e c Cu R Notice aAcc plan a (NOA)... CK HE E. FL#,2304-R7 FL#1044&R6 FL#tD486-R6 11 HUB, HUSC series (,angers Face -mount hangers available in widths ranging from 1 �f8" to 3 9/16"and heights ranging from 4.5116" to 11". Concealed flange Sea # Product Modal. Numberor Name Product Qescrlptlon Sea # Product Model. Number or Name Product Description 3eo # Product Model. Numberor Name Product Qescrintion version USC for models having vvidt a ual� o (H ) available h q r 1 Titan Sinless Steal Concrete &Masonry Screw (TTN-SS) 1f4" diameter Titan stainless steel masonry screw 1 A21, A23, A33; A34, A35. A44 Angles 1 8F, BTB, BTH 8rickTies greaterthan 3-9f18". 2 APA21 APA4, APAB, APVA21 APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 ]US series hangers Face -mount hangers available in widths ranging from 1.718" to N CU to C0 U LO'� .a s- i� C N O O t` <U ^ I..L � (� ch O O U_ O Co �0 > • Z3 O O Qi L � Q C `^ N M +'� c Cl� 0 L Cy Z O ri c re c ro aN fl ae o n- N qp N N Q d � 3 ar n. y o e= ' ro i •- as d 7 a' N �- O � V 0 W W r� V z _ `IO (� o U O V U o0 n 1..1. i_ O w Z W Z Z Q J SHEET NO. PA 1.2 Updated ,2/3 ozp Updated ,� a�a Updated 0 0- 3 AP844, AP644R, APV686; AP866R, AP688, i4PB88R, APB! 010 AP61t)1OR, RPV644, Outdoor Accents Post Bases 3 C514, C516, CSi8, GS20, C522 Coiled Straps 5/8" and heights ranging from 9.114 CU sCo 4 APDJT2-4, APDJT2R 4; APDJT2$, APDJT2R-6, APVDJT2--0, APVDJT2R-4 APVDJT2-6, Outdoor ,Accerrts.Deck Joist Ties 5 CT5218 Compression/Tension Strap hangersU) E1 SDI D112 Heavy - DBB Outdoor Accents Connector Screw 5 APHH46,:APMH46R. APHH614 APHH610R OUtdooY Accents Flangar 7 Hi, H10A, H2:5R, H3, H6, H7Z: Hi'6, HISS, H16.2, H 16-25 HurricanaTias 16 LUS series hangers Face -mount tCD rap Ties 21 5P4. SPff Stud Plate Ties available vtidth bait head In carbon steel and masonry 0 Description 3 XMQ114S 224 XM 1 4B224.2K #12-24 XMMsdiurtr-Hea Metal Strut Connect < (D or Connector 1 FJA, FSA Foundation co This, "page 1 mod ts-AewePRLWE-LF-2zE-3r E4, • Page 1': II ,Y Yl°: � � !9 I I. x.# Y7. 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C May 27, 2022 N` tl N O � 0 O .� cz U -aa- N O O 0 ca. L. O Icnu .Q F . � ��`.i//�V�� Cf) Q- Q a: v t5� a O c.i a o ch = O C4 ?G N tO y Q 3 0. ]C ak to as 61 tO.1 r Q M R y AL .t~t d � y C i0 Q- r= O t1 t•a i O w W ZCIO m 0 > C CL 0 CL S"_ v O L� W W H 0 L w Q z Z Q J a SHEET N0, PA 1.3 _. - II 911�1�"I p: i _ W M (3) �--+ U MIiAMI•[71Ai 1y1IMM-UADECOUNTY Miwauu PRODUCT" CONTROL SECTION N N CL O O Cast -Crete USA. LLC Cast -Crete USA. LLC Cast -Crete USA, LLC (DQ M -0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 � BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 1 (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • � -+--A (1) � 0 � NOTICE OF ACCEPTANCE (NOA) M3M.ffl1gmidade.gov/eeonom1 I.EVIDENCE SUBMITTED UNDER PREVIOUS.APPRQVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 N -O U CU C) 0��= N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A, DRAWINGS 0 Q 0 Seffner, Florida 33584 Prestressed "L ntel Details sheet I o 1 1. Drawing No. FD4612, titled Precast and i , f > 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", 1 of g 1. Drawing Na. FD4612 titled Precast ,zrtd Prestressed Lintel Details", sheet l o 1r _ 0 . —Co prepared by Craig Parrino, P.E., dated March 2 , 2003 and Drawing No. LT4612, titled g - 1, prepared by Craig Parrino, P, E., datedMarch 24; 201'l3 ilia Drawing No. " " ji 1, dated 03124103 and Drawing No. LT46I2, titled Cast -Crete 4 , 6 & 12 � O > U) O � �+) > -0 SCOPE: ,, .� F, "Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets I through 3 of 3, prepared by „ „ ,� ., �� LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets I Lintel Safe Load Tables ", sheets 1 through 3 of 3, last revision dated 06112114, all -- O N � Q� L- This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision 91 dated April 28, 2003 both through 3' of 3, prepared by Craig Parrino, P. dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. • N OCU Q The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E. le Parrino, P on revision elated March ,11, 2008, all signed and sealed by Craig a ino, ., � Ca � � C1) Q Section to be used in Miami Dade Coun and other areas where allowed b the Authority Having Jurisdiction ty y ty g B. TESTS March 22, 2012. B. TESTS � . (�)• I. Test report on, flexural testing on 4 , 6" & 12"Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models,. total of (13) concrete lintel specimens, per ASTME-329-94, prepared B. TESTS C. CALCULATIONS . . section;' Miami Dade County) and/or the A17J m,areas other than Miami Dade own reserve the right to have • - b A lied Research Laboratories, Report Na. 30404A, dated 04110/03, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the e ed E. settled by Christopher A. Haman, P.E C. CALCULATIONS prepared Craig Parrino P.E. signed and seated b Craig Parrino, P.E. P P by g y $ r accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. , _ , modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS .None. D. QUALITY ASSURANCE . _ this acceptance, if it 1s determined b Miami -Dade County Product Control .Section that this productor material ' y p t- Lintels, dated 05 29103 207 s prepared b Craig 1. Calculations err Cos Crete L n s, / ,t�ge , P P y -� D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrina, P.E., signed and sealed by Craig Parrino, P.R. 1. By Afiami Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, A.E. E. MATERIAL CERTIFICATIONS 1. None: Zone of the Florida Building Code. 1 None. DESCRIPTION: ( Cast Crete) 4", 6" & 12" high Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER :APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel .Details", sheet 1 of 1, 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER. 1. Leiter from Cast -Crete USA, Inc., dated 0811912014, .signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2403 and: Drawing No, LT4b l2, titled "Cast -Crete 4 , 6 & 12 " 2002. Cast - Crete tea February 03 2012 signed and sealed 1. Letter from Cast Crete: Corporation, dated b ary S Parrino, i i it td Building d 2 i arrrn , P.E:, cert, Eying compliance with the Flor a ..wild g Co e, D14 Edition. Lintel Safe load Tables", sheets l through 3 03, prepared by Craig Parrino, P.E:, dated March 24, 2003, last 2. Cast -Crete uali stein Manual or Prestressed Products dated 2002: -Quality �' .� by Craig PctrrtnQ, P. E., certfving compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE PACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1. ?None. B. TESTS County logo, "Cast -Crete 4", 6" & 12" Lintel Sae Load Tables', sheets I through 3 0 3, prepared b .� g ,� P eP y 1. None. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Craig Parrino, PE., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 11Nr�ne. . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal ofNOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade Coup Florida, and followed b P Y County, � y D. QUALITY ASSURANCE 1. By Mgzmi.-Dade County Department of Regulatory and Economic Resources (AER), I. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIALCERTIFICATIONS F. OTHER err INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - shall be available for inspection at the job site at the request of the Building Official. 1. None, Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. c^� This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E-1, E-,2, E-3, I-4 and � E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. elmy A. Makar, P.E , M.S. Pro uct Control Section Supervisor elmy A. Makar, P.E., M.S. Pro ua Control Section Supervisor -' '`" "` �elmy A. Makar, P.E., M.S. Product Control Section Supervisor Cn o e fl tJlf NOA No. 20-0630.15 NOA No. 20-06-30.15 NOA No. 20-0630.15 NOA No. 20-0630.15 c ►uN i Expiration Date: 09111/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 co � M 020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/2012020 �, >,.. Pagel E-1 E-z E-3 N O � N � d iE �' C U 5 @ 3 � L � lC oz .� �$ N G >� f6 p O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. Norte. 1. None. B. TESTS B. TESTS 1. None. 1. ,None: C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory ,and Economic Resources (RER). 1. By Miami Dade County Department of Regulatory and Economic Resources (RERJ. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS iIFICAT QNS 1. None: 1. None. F. OTHER F. OTHER 1. Compliance Letter with the Florida .building Code, 2017 Edition, issued by Cast- 1. Compliance .Letter with the Florida Building Code, 2017 Edition, issued by Cast: Z Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino P. E. Crete USA, Inc., dated 08108117, signed & seeded by Craig Parrino, P.E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14DRAWINGS 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, .Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 1. Drawing No, FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > L 1, prepared by Craig PwTino, P.E., dated March 24, 2003 and Drawing No. 0- D LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets 1 O through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last �— �--+ revision dated .Tune 12, 2014, all signed and sealed by Craig Parrino, P.E., on 0 January 22, 2019. =3 B. TESTS 1. None. C. CALCULATIONS 1. None. D D. QUALITY ASSURANCE +� U CQ m 1. Sy 1Mltami Dade County Department of Regulatory and Economic Resources (R1 R). E. 1VIATERIAL CERTIFICATIONS � Q 1. None; Q. ~ F. OTHER 1. Article of Conversion for a name change. O s' W � my A. Makar, P:E,, nS, Helmy A. Makar, P.E., M.S. Q Product Control Section Supervisor Product Control Section Supervisor z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration hate: 09/1112023 Expiration Date: 09/111 023 Q Approval date: 08/20/2020 Approval Date: 08/2012020 E-4 E-5 n- SHEET NO. May 27, 2022 PA 1.4- I�11 I 'll l .,tit; i_ EC IOC_ TILLiT TESTING & ENGINEERING COMPANY WAITER A. nLLrr,.LR., P.B. NLPJT m-,ru 000671 PL CR 1-1—umve Nil OP06719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 DATE: July28, 2020 PRODUCT CATEGORi': Shutters PRODUCT 'SUB -GATE t3ORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glad Protal tion Products LLC 4800 S.W. 61 Street Davis, Florida33314 1 PURPOSE OF EVALUATIOIy This is a Product Evaluation Report Issued by Wafter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 1 D of the Florida Department of Business and Professional Regulation. This product is beinglssued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verifythat the product is for the purpose Intended P p m at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2-.- EVIDENCE SUBMITTED' 21 PRODUCT EVALUATION DOCUMEXTV.E.D,i; Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL $TORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and seated by Waiter A. Tillit, Jr., P, E.; dated 07/2812020. This drawing is an integral partlol# JPIS� Evaluation Report, . A �1�/4,�`� 7i NO. 44167 / : 635S N.W. 36th Street, Suite 3O5, Mia11u; Florida 33166 - Phune: (305) 871.1530 - � In+RRRI Nc t t�931 22. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201 2 , 03 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc.,Inc Reports # 96-589 dated 08/0911998, #96-570 dated 09/18/1996, #96-T30 dated 09/20/1996, all three signed and seated by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 04/16/1998 and # 21126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and seated byEdmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-107 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 24. ST UCTURAL ENGINEERING CAL CULATi(A On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on ratlonal and comparative analysis, and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tiitece, inc., dated 11/03108 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE, Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. IND LOADS RESISTANCE" 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 16, 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 2- 4 176, Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20`176, 5. INSTALLATION Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No, 20-176. ,v�CENSF '•.7 A4167 GEN[R,AL NOTES: 8.3) IN CASE THAT PRECAST STONE, W PRECAST CONCRETE PANELS, STUCCO W WOW 80ARDS BE FOUND ON THE ('RLriFOR 20 SNiiE SI.S PN�� € USTING WALL ANCHORS SHNU. BE LONG DIOUGH TO REACH THE "AN STRUCTURE- ENDOW SUCH PANELS. I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCWEW (P.E.O.) HAS BEEN VERIFIED FOR COWLANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 81) ANO IN B1). ACCORDANCE WITH THE W20 (70, EDR14N) OF THE FLORROA BWUNNG CODE (C) TSLk2lSIING WODD { ,Spar .raitAMTY r 0 SE MTdd+1; DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION TWO of THE ABOVE MENTIONED COG£, - 1/4"I YAPCON ANCHORS, AS MANUFACnMED BY i.T.W. BLUM(, INC. MR A WIND SPEED AS REM" BY THE JURWCTWN WHERE THESE SHUTTERS WU. ! NVSiALLW AN0 - #14-10 PANDW.TE F044M 10 AND PANEL RATE PLUS ANCHORS. AS MANUFACTURED E' a.CO CONSTRUCnON PROOIK:£5. FOR A 0lRESSURE )RA FACTOR Kd-0.65. U.ING 7-I6 AND SHALL NOT E2 THE MLAXIMIIW. (A:S.OJ - 1 ". LAfr SCREWS PER N.D.S. ION N t DESIGN PRESSURE RATINGS NCCATEO ON 7 Rid T2 14 15 18 9 & 20 TS 7 & SHEETS TN - 718"M XSS' II 11 WOO BUSNND. AS DISTRIBUTED BY ALL POINT i / ! SCREW' 13DL & SPECIALTY 00, IN ORDER TO VERIFY THE ADM CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASGE 7-16 SHAD. BE FIRST REDUCED TO ASJT. DESIGN WINO LOADS BY MULTIPLYING THETA BY 0.6 04 ORDER TO C,} MINIMUM TCHREADED PEA 'fPAHON INTO WOW OF rAPDON ANCHORS SNAJ, i 1j2" AND 2" FOR Elea PANO.MATE PLUS COMPARE THESE W MAX& S D P. RA T ! (A.S) D1swPt PRESSURE TWOS INDICATED C! SHEETS 7 Tt1RU T2, f4. 15, 8. 19 & 20. AND UANELNAaLE FEMALE. IB ORDER TO THAT ANCHORS Alt THIS PBD. AS TESTED WERE NOT DYER S�TO A ATX iXCRFASE W ALLOWABLE C,2) MINIMUM THREADED PENEMiTON OF HAO "SCREW, INTO THE WOOD FRAME ANTT SHALL BE 1 1/2`. NO TATTOOED PFNETRATiON INTO STUCCO SHALL. BE CONSIDERED AS PART' OF THE REOUO" THRF.ADW PENETRATION. S WIND L NOD. STRESS FOR W9ND LOAD$ WAS Bgi USED IN THEIR ANALYSIS. FASTENERS SPACING TO.WWD HAS BEER OE7EAW7#D N ACCORDANCE WITH NA,S. 2018, C.3) MINIMUMS EDGE DISTANCE OF LAG SCREWS, INTO WOOD SHALL BE AS INCCATEO IN THIS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WOO RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SELTION 1626 OF THE ABOVE MOMONED CODE AS PER MURRCNE ENGINEERING At TESTING W. REPORTS 98-569, 96-570 & 96-T30 AND CA) MINIMUM PENETRATX H OF WOOD BUSHING SHALL BE 5,W. 1/4' 0-20 SCREWS USED SMALL BE 1 1/2' LONG MINIMUM FENESTRATION TESTING LAB, INC., REPORTS 12032 & f2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD SNCCO DUST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AS WELL AS ST STANDARDS. ALERDS. TEST l48 OF SOUTH FLORIDA REPORT /02,8.0T-�. PS PER TAS 201, TAS 202 AND TAS 203 C.5) IN CASE THAT PRECAST STONE, OR PREUST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE OOSTRW 2. ALL ALUMINUM DaMISONS TO BE 6063-TS ALLOY AND TWER. (UNLESS OTHERWISE NOTED). SEE SHEET 2. WALL ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAW STRUCTURE EIDIND SUCH PANELS. AX2NOr/GE SHALL BE AS MENTIONED IN CA), C.2) & C.4) 1 AL AAARNUM SHEET MESA. USED AT CLOSURES SHALL HAVE 31D5-H14 ALLOY. (0) ANCHORS SFMW_ BE INSTALLED FOLL.OWNNC ALL. OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL CLAIM STEEL ASTM A -SW (TRADE 50 MINIMUM!, G-60 GALVANIZED STEEL 1)£;,�f.ATNN1 W/FV'- 5" AN (AFTER ROLtEO). &PANELS MAY ALSO BE INSTALLED HO .6ZONTALLY FOLLOWING INSTALLATIONDETAILS1A71DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4 THROU04 6) EXCEPT THAT HEADERS ('/) & IM SAL NOT BE USED. S. ALL SCREWS. TO BE STAINLESS STEEL. 304 OR 316 AS BERES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON W/ Ro£ YIELD STRENGTH AM 90 dui TENSILE STRENGTH & SWdi COMPLY W/ FLORIDA �FLCRW CODE 4. R SHM.I..FE THE &U1Y OF THE CONTRACTOR TO VERbY THE 90UNONt55 Of TRNE STRUCTURE W9fERE SHUNTER IS 7D BE 4. SECTION 2491.3.3.4. ION 2 ATTACHED TO INSURE PROPER ANCH THIS $NUTTER SHAL. ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUR.OINGS, S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ASI 304 SERIES STAINLESS STEEL, WITH 38 ko MINIMUM YIELD S TRENOTH, 10. PANEL LE EACH REGULAR STORMS WITH LENGTHS OVER SHALL 12'-4, 'AS THROUGH PER S3,T£ONS 6 B: 9 & 50 AND ALTEFaA71VE5 BW 9W & 907I ON SHEDS 9, 8 & T2 RESPECTIVELY; SwJ. HAVE K tEGet.EAm PER Y Y4SIBLE MARKING INSTRUCTING OWNER OR ' 7, ANCFWRS 70 1YA61. SHALL BE AS WLLDTYS: TDIANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) ro ENO5T9W POITRTDT t•ONOfNFTE. 11. THE INSTALLATION ODAIntACTOR IS TO MA1./C:AULK ALL SHUTTER COMPONENT EDGES WH£CH REMAIN IN CONTINUOUS CONTACT WITH - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W, RAULDEX, INC. (Min. F -3t9E p.s.!J THE BUILDING TO Pwma WIND/RAN INTRUSION, - 1/4' P X 7/e CALM -IN ANCHOM AS MAAXIFAC'RIRED BY DEWA,T M. (MIN. f'ca3000 mJ* Y 3/4` SOUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. T2. STORM PANEL INSFAUATWN SiHALl COMPLY WITH SPECS INDICATED IN THIS DRAVANO PLUS ANY 5Wi AND ZONING REGULATIONS (pin, V -3W6 Is,t:) PROMW BY THE JURISDICTION WHERE PERMIT IS APPLIED 70. - (MM. PANE FEMME W & PANELLAATE PLUS ANCHORS, AS MANUFACTURED 81' 9150 CONSTRUCTION PRODUCTS. (MIN. F.-A35a m (.) THIS PR DDUCT eJIMUAnON DOCUMENT (P.EO,) PREPARED BY THIS ENGINEER b GiTNERiC AND .ROES NOT PRINCE INFORMATION Pea) 0. - 1/4 iI CF TM-OtBP ANCHOR^a. AS MaNUFACTl6TED BY iRU-FAST CORPORATION (re=3604 Psi.} FOR A SITE S�PJRC PROJECT, I... WINFJRE THE SITE CORMTKINS DEVIATE FROM THE P.E.D. AI) MINfW" EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4": 2• FOR PANELMATE FEMALE (0) NONTWCTOR TO BE R"c.RPONSINS FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P,E.D, PROVTDEO HE/SHE DOES NOT DEVIATE FROM THE CO TIOtS OUNUT) ON THIS DOCUMENT. W AND PANEItM.TE PLUS AND 1 1/4' FOR CF TM-GTtDP ANCHORS. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY, A2) CALK-N & SOLD -SET ANCHM SMALL BE EMESEDDED 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. STUCCO SMALL BE PERMITTED. 4/4- 0-20 SCREWS USED SHALL 13E 1 1/2- LONG WPM" SHOULD STUCCO DUST, NO I" MINIMUM FOR WALLS WTTH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL n9REWED SCREWS W/0 HERO, (d) SITE SPVMM PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS. ENGINEER OF RECORD (EOJL) FUR THE PROJECT AND WHO WILL BE RESPDNS>BI.E FOR THE PROPER USE OF THE P.E.D. E2NG IM OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE A.3) IN CASE THAT PRECAST STORE, PRECAST CONCRETE PANELS. PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE P.ED, ENGINEER. SHAD. SUDAN TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. DIMING WALL OR FLOOR, ANCHORS SHAU BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL IE AS MENTIONED IN A1) AND IN A.2). (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGGNAIUM OF THE PROFESSIONAL ENGINEER Oi RECORD THAT PFEPAREO ft. (B) iD TfN{g NXXNCRfiF rri Yr. u, W i A. _ C gp,. - t/4" A TAPOON ANCHORS AS MANUFACTURED BY 1. 7. W, Si WC. 14. SHUTTER MANUFACTURER'S LAML SHALL BE LOCATED ON A READILY MAKE LOCATOR AT STORM PANEL $KUM IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ORE LABEL - IJ4" ®X 7/B' CALK -IN :AIMr.HL1R5, AS MAIKIFAC'TUREO BY DEWALT ;MC_(MIN. Fe TSW p.eJ.) LACED OPENING. LABFUNG TO COMPLY WITH SECTION 1709.9.2 OF THE - 1/4'0 X 3/4" SOUO�-Sa ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BO,T. & $PECMLTY CO. �� GULDING CODE. (AIM, V -IQGO P.eA,) - 14-10 P TE ' ffi FAN MA AHELN. FEMALE AND L1... TE PLUS /PLCJHORS. AS MANUFACTURED.. BY E1C0 CONSTRUCnON THIS CAWING SHALL ONLY BE USED TO � PIRODUCI5 (MIN. rc•.2D7# P.eJ.) INHHIININMA, PERMITS IN THE STATE OF FLORIDA - Ile W OF TAP-GR£P ANCHORS, AS MANUFACTURED W TRU-FAS7 CORPORATION �vb�'�('�t; A• rj��.J�.''yy ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS., aCO PANELWTES AND Cr TAP -CRP ANCHOR. NT4 THE: COP ``C•• ' FLORIDA :BUILDING CODE (High VelocityHu"Icc BLOOD UNIT SHALL BE 1/4'. NO. "sy ate° TA'�QC0' N9' 2O GAGE GALVANIZED STEEL STORM PANEL 8.2) CALK-14 & SCUD -SET ANCHORS STALL BE EAMDOED 7/e TWO 1NE GONGRETE HLOCG WAR. NO EM11B� 4 � 67 INTO STUCCO SHALL BE PBRM£TTEL1. 1/4• 0-20 SCREWS USED SKULL 1 ff2" LONG MNNUM SilOUI$ CO O L08AL PRQ'fECrTION PRODUCTS, COST. AND 1' MRMIUTM FOR WALLS WITH NO STUCCO. -'z'Q.'- C7AY n.• i LLC. INUALLATION DETAILS FOR REGULAR phi E S 0 INTO EXISTING POURED CONCRETE QR CQNCRETF BLOCK STRUCTURES OONCREE AMCHM Z\, W'Ei,s a TAWV 9) CONCRETE ANCHORS 51EE75 a THIOtIGt� 9) a 9w4mrs 6 T/ mix-MM E0. DOSTM POURED 1„�##CI CONCRETE RED '7i CONCRETE ANCHM 75 S WBCOmN01T A) CUSYNOT POURED REQUIRUr CONCRETE y O 4' 6i P wDs r E__ t '/4- \_ • 1/a- ,-Min.- I t ,• RW. wR I, L-- _ "PRJ4UVff' � N- i 1 8.AL5. • O.0 P P' R I REIUMEO. G ; 2 e rm i } 3® CONCRETE WOURREE.iEXISTING POURED �..1 r. a78 T T sA �RTMf No, # 1 T i I tNA1 6R0s A ANY sR0°A. 1/r me 1 2 I/r Olt SIX S MM" I a.. DA oERY mo o I 7/E'y�/3r fI i I I . NIA' • I jvWmvsnio I i € iO.t 'GPO NiT a r Eim moQc° I f p f 3 mn b t 1° r P.i EA E%5nNG POURED , E0. CO N I ETE oil CONCRETE t$WOC�t REOLOM. ! REIN • . ;.7Tx 1 12 t/r OG r i _ _-�� BLOCK _ - RE � K { REQLMRM .939' i % ! EkpTRW POUREJ i u f lra 65...W. CO A IIC11E7E MIGR7P3 ACOEWFD w/ ST,A) CrA., OR 7 CqA. "'� Q CONCRE E A DONS . _I/ •"—k.R- _. ��E•18 (SEE SCwOGA,E ODNCW? +� 'T sRigie%f o.a CCwCflEtE At !1 4• +� a WROUORi 0) sHPZ15 8 oftuC, 9) a9L aMB. e a R�ki75 4,R#�iC1SMAIMOn E) SM' EE75 a TREODC9 I) YY81 SCALE 3/8-1-� CEILINGIt�JltQUE1xlltt2 SCALE 3/8-9'i BgiL tI71LlQ A5i3i:8HATE UT MOUNTING E.D. •. EDGE (W94CE T 1 (SEE SCHEDULE ON -!roR 8'QNNtlI.TgN i SHEETS 8 & 9) >d , Ras' t � 6 1 j--- • EAM mo NOTE FOR COMNREMTNM OF SE£:RRONS:. I.>A2O,C.° r• ° TOP & BOTTOM MOUNTINGS CAN BE a3AyNgEF A� Tf(�"4Fy INSTA xn N ANY WAY 70 SUIT ANY INSTALLATION. - _ AA '$• . : `- D Enwc POUNf2DI a 1) NSF' •:�''z i FLORIDA ]BUILDING CODE NI h V•igcr Hurricane Zone) R ED,F' T s 000,o,slEa We 20 GAG[ GALVANIZED STEEL STORM PANEL F°sA kgrtE7s • * a ATE °? 0° 6 HRbtON 9j g5 o� ill". . GRID > +6°+T._'-•.- w ti1.OSIAI PROTECTION PRODUCTS. LLC. CP` 4 INc. +mQ sw: 51 sRBcr - T. �'Ai ` 8 EAOI COMPywy CANE. FL 333t4 zoo 6 ' N L E A .yam.. , G�N'"mCt `I'M ,"MO' m'-RO D -Aim (W)G110-76i8. FAX ("4"-WW dE 3✓6-T• Tq1 AIIWG 4,,. P.E 1 3 B. MATERIAL CHARACTERISTICS ANDUSPECiFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document P.E.D, drawing No.20-176, Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF U 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated on sheet 21 ot26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by T11teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P,E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2of the Florida Building Code. 7.3. Product shall only be installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared byWalterA. Tillit, Jr., P.E. (Florida License No, 44167), President of Tiiteco, Inc. (Florida CA-0006719). `>GEAISF l0.441167 WAMLL Di1 TILTECO ADMON RECORDS \ P. E. REPORT.20 I GLOBAL PROTECTION PRODUCTS,LLC 120 GAGE GALVANIZED STEEL STORM PANLLI DRWG#20• TII tREPORT#2"72&01 TILLIT, or L E CtiVG. TILLR TESTiNG & ENGINEERING COMPANY PROI)IUCT EVALUATION REPORT REPORT NO.: 2D"0727.02 DATE: July 27, 2020 PRODUCT CATEGORY Shutters PRODUCT SUB -CATEGORY;; Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W.51 Street Davie, Florida 33314 Trt,Pr T,ieR[ }L(:.A. L1C4ssI 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation aHon Report as described herein, and has been verifled for compliance in accordance with the 2020 Seventh Edition of the Florida Buildingn t ' Code, o. verify the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Drawing No. 20-175, fitled'24 GAGE GALVANIZES} STEEL STORM PANEL,, sheets 1 thru 18 of 18 prepared by T!lteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an inte` ��( t+tit iML£f > ifis Evaluation Report: ,+��., s 167 6355`N.W, 36th Street, Suite 305, Miami, Florid833.166 - Phono: (305) 871- COMPONENTS FOR REGULAR A WEE SAFETY STORM PANELS (SCALE 1/2-11 --- TS.r9NY {TOTAL WW'Di}-.,--.-.•— .—.._ ,.�,..�.,v,«, is Les^ (TOTAL WIDTH)——, I i--^^-^- `,.250"-------'-' ! i I. i 0.038' WN, THICK l -'q Aw- _,.NUI.i,MIZED STEEL 1- T. !t'RWE 90.0038 RAN. STEtiAI{, , .. ' 94ETD 2.867 OALVAAZED ST0E6 / I � t '' 6a,.� � G-eo OAIv. EDGE / , ' .Doe �dry ASTM ArINW .2,t�. M 2111 2. •C H£MNED ! HEHMFD �' MADE SO IlIIN1M OETAa .A.& f OETAB. gJ `y 1 \ Ilk A 48.$ G 6a OtdV, \ L{)yTAIL i , 48% L.------------------------- .t -.. ----- -------- ---------- I Taw �Q STM PANEL Q END STORM PANEL 2.487'------. 3r i✓� i 25D' 2.i87' t25' Y tX• 1 , 4'e- s25' At1@'L tali / 2O, tt�// •s- 1.2W ''1OO'� --' - „ 750' -09a 344 gem Wf !EA°&D tZ4E. •COO' C 0. rt- �i.t25` ,'-5,3, S. Will; SR� *.CAW � i _ � I TO MKILE a TO AtA�E a .T. _i 12 t/r CLC. 12 1/2" Q.G. I 1 ` .. 5.375` .�3" I 093 2,D00" iJSW �1SW ' SEE .939" .938• SCE i " '^.:-•.-,•. .. 2.125' VICTIM.1 .l s .L iil+A.t :.s tMNE� t-- 425 j � , ] t....._ C3i2.aat1"._.._...i2T'i• IS0i1ETRIC VIEW DETAIL 61 �. �} - ROUNDED CORNER p ENDS Of PANEL'S AW R , � END UP W/ HEMMED EDGE, r "h 'tl" H ADER .�l HEADER ANGLE ) ANGLE WITH STUD � 1 ABLE 1M" (N.T.S)sz;yREVERSE STUD r —`I VARIES l F SEE NET. 1/14 & 2/14 4' 1 0394" TOP EOfX .Ode`'-.4" -•-.750• �- i (�..�. ,380" PANEL .TSB-' r .466 - T e 1� .125' } 1/1 Sf11D TASTESERAS D TO l R-- F flTss• I 1.447"t 6w .633• , .S7S` .39A ♦ r A&LE a 12 9/2- Q.C. ,67r ' RiF62' 1.871' \ i 15001 low-- 1.083` 1, •;• F--T i i6ro RAa.E RIM 1 Ot5' 71 ., # OMEN AT 7.. I EVERY PAM OVERLAP , .625*0 zaoa — iTTP.I 7,000" I(�,N� HOLE WASHER i r-.: 8(� "F" TRACK ANGLE 6�/ &'Z8 * ® FLAT PLATED a.o3e` ((MA.) €--+m4• paN WIT1i 3TtID CALVANQiO $TEE. v .344"► T RAF:. FS" LONG .371s'e *0 zA`s t -441ti7 No. 37 .�*; * : - FLORIDA BUILDING CODE Ni h Y•iaQt Hurricane Zone) a63 -1 i W r NUT attOMPA)NB s •. TOTE Lt .}ma t61Em 20 GAGE GALVANIZED STEEL STORM PAH L v" W'C ta�0 act t �`�' Q KEY HOLE • 0 u 2.aGW - Al EMEL 0L08AL PROTECTION PRODUCTS, U.C. V 2"X7"X1,rl" / Here. aeon S.W. s! sow ATIMOATMWY, 141E WIND NTT W/OUT N / ar" �°a WWeAA aVm®14 it OiR RIDE IRR.) TWAL4 f115N1RB}-6:97 20-176 ALUMINUM tit J C MMOUTW WMHR W/ ADIXRCMAL ,w.. CAN-1ao.Im,: PeQ ' 7/8Yr3/3r 1MSilE1t ice= &:R. u "^L •' fie" ea 1MLIi 1 Or 2B STEII, f#R RaN(EL PIAfrD STEET-j. i-Ck�7M71AE/OATE WALiER A TINT #.1 _ INSTAL BON DETAILS EQ. Eli GULAR EANELSQ) A tt� EM =%M W MM� me INUAL99H IN mm ongm INTO EXISIM POURED CONCREJE Q8 ONCREIE BLOCK SITRUCTURES r-ROR MAkE 6EE QNf` ! VA�ID_�i)13_R.-AIL 1 E Z KWSftA91M SM q (COHORrm ANCHOR!; T $REPS ! TRBRGAisH 8) i.{` 1 i , \ i art I � I �,. rw• w nwt -(D fY �IL..J` r" l APf tiW r i (tea R r__„_ - �. _..,.:L.:_:.--.- .,._.. :_ SDa,E 3/rea•1». 1v+wuwl £�:..wa.+A. ti_.,... �� ,..A..._._ p y�E O IPLAN� 4Y- 1• i4e. P3£ 500TOII RM a GDRF Y.. 1 1f0 .•.,.iC ....._ RnWe•GY WR. kW � ZSww�IfEA & £ IIIXE I.M 1/,4 " 1 Y,, - iO11 m #AANINH ! temx ► lr QC ,. � M& I r. r. ar 1s MN_ =,/�f # ! 1'-:� i 4 £ . ,9 ,R• j � "M` Ito, G� _ F)O6TI0 P09MED E0.COMMIM OR CONCRETE CHOCK l �i REMM[O. i c�a+CR i CONCRETE BLOCK 14• SI: REQUIpEA, ! QAe" MIRK ammaarrtwe,.y wMna'we r¢°o'� IT A ,.. CONCRETE ANCHORS ,..... ..lL! 1/1'r-,_.-�Li,'-''`y'k,'.,',y.,..�,P�,.�� A4MoA(5a SpEUWP6 ON7$ 6 Ta N 9} • (DAIiAI N,seD '. . 1&,.I SCA.E 3/e.+T' SCALE.3/B=3 ram' W"Aw ESE 3`� -T1PEPffiLOO LT�T5TN3 • NEW 1 WISE x. VANES x !(.6-- E.D. st EDGE WTANCE PI ® THICK ALUM. TUBE QR I' X ( ME* SCHEDULE ON , 1. CASE..F' (PLANT S�Tr f EXIS'TINGGSDUCCO/ P.7. WOW PLATE SPACER (; i SHL'ETS B & 9) R .. SCALE 3/16-r • NEW ` WINE X YAM X 1/8' ` N07E_F'OR COM>.BNATRC�J 0#' SEC7TfiN5: OR 1". VAM N ppALUM. TTUMPLATE tl TE SP,tDER j TOP & BOTTOM MWNnNOS CAN Be c i COMBINED IN ANY WAY TO SNIT ANYINSTCASE E (PLAN) ALLA'f£ON $CAE 3/1d-1' 9S d • • fly a x£t 9)� ' Cant.EXISTING . CAT. lrua LVAnN a I•. •• E - •-... FLORIDA BUILDING CODE t8 h Velogif Hurricane Zone) -- a«clle,c A.A•Ira—.i.. ---iCONCRETEr�TRED ; iiRW _ IM®IA[ f 3I3Wn. BLOCK ieE✓O t aNK ,Alm aN saoT , & n 44187 i "= W_ ZO GAGE GALVANIZED STEEL STORM PANEL ; SECTION X-X SCALE 3/0-1- ita..�.:��e LOau. PROTECTION PRODucT5, U.C. °""' ' -�i^� _ �. WAtL FOR SPUERS WMIKO Al me OR_ll�'" 6Ce�iNN. 41Mo6.e.6,sHaxT ^^ • F�P��.�-�., . +•!"'•, A10f`,.^ 'X' "'C'' Rf,, aP, A,» r MA 1"'ce"M mlM,w: n. PHONfl SI34)I61-UOL FAX, "O)Ns-WRI? 20-176 ' F41y `l: •' N4.-, aNW "LNT39 nMI.AH a.9, '"I�, GAi .pis Asf",r peiul/8 Nk " AN! WA.T6R A'RLLR Jr A.tL n-,a r - fAq.T 5 M.>N ktCODUC'r'1XAT iAT10N REPORT NO, 20-0727 62 2 22, TEST EP R ORTS" Large missile Impactload'tests were performed under SSTD 12-99standard !'9p es r section 1609.1.2 of the Florida Building Code. Uniform per g static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814,01-01 dated 03111/02 witnessed by William R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1600.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida; Report. No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio I- Gonzalez, P.E. Tensile test report No. 9CM-1-98 by QC Metallurgical, Inc., dated March 13, 2009, sr9ned a d sealed by Frank Grata P,E, as per AST M E-8 and Tensile Test' as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2 3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A: Tillit, Jr., P.E. 3 MISSILE IMPACT RESISTAiTT MM., Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE- 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall boas indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of product Evaluation Document (P.E.D.), drawing No. 20.176. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. IWIRICT_ EVALUAXL0NaF,E(R'n0an-DU= 5. INSTALLATION: Installation shallr be performed strictly in accordance with details indicated on shee ts 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E-D.), drawing No. 20-175. MATERIAL CHARACTEj31STICS AND SPECIF�NS' Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7 LIMITATIONS AND CONDITIONS OF USE: 7,1, Shall be strictly incompliance with General Notes No, 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared byTllteco, Inc_ and signed and sealed by Walter A, TOM, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1020.2 of the Florida Building Gode, 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167). President of Tifteco, Inc. (Florida CA-0006719), WATILL Da TILTECC AOMON RECORDS 1 P, E. REPORT GALVANIZED STEEL STORM PANEL 1 DRWG #20-17 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 1 W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 A 7W/11 3' MAX '- ANCHORS: POOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 6_..�._ r MAx MIN i FOR WOOD SEE SECTIONS ON SHEETS 10 At i t V MIN. O ,+'' 6 6 A-----�-�'- 0 / / f __ _ �_ I I UNBOLTED PANELS yy-`..` ti BOLTED PANELS W/ 1/4f-26x9" _ - ... _�..� (SEE SECTIONS As BOW" / i{8' x 3/aY" APPLICABfLE) ,. M OVERLAP (SEE SECTIONS AS APFLIOAIiiE) ED 1 1 i S F i I i' MW. 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, °-- 3' - 1W/10, 2W/10, 3W/10, 4W/10, 6/5MI+, SW/i0. 6W/11 & 7W/11 i✓ ANCHORS: FOR CONCREE SEE SCHEDULE ON SHEETS 8 & B_—__ FOR WORD SEE SECTIONS ON SHEETS 10 & I REGULAR STORM PANELS 1 & ELEVATION N.T.S. 2.6r 1/a' Moo. OAP (MR caw -1 *W AW IRA i 9,P1. N*%kil MAX. OAP``�r4? CA)-t 7) • v Eft •• FLORIDA BUILDING Coot H h V00011ty Hurricane zone `J = N0 441fi7 Nam° S°' O W_ 20 UK GALVANIZED STEEL STORM PANEL ; s 5ECI9N A 61* • - �`�` GLOf1At. PROTECTION PRODUCTS, U.C. N.i.S �,o'• ATE -t _ 111MIE1 C 0 tMe 4e06 S.W. 61 st1wAT O' OR1 & A^ aMcn 3xi" 20-176 Rmti M. y�i, (MN)Rei-l6lR, Gas+ IN,,WtG Na AA;ps',• ....... a,y.. Q,0"'m4Y-,mA. a"�t�en uf01, w ra-coae7T9 � ALT01 A N, J., P.L "•+'!-W - a1QT 3 M M A MNH 1 I`T41J1r%1'-R &gv, ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET FOR WOOD SEE SECTIONS ON SHEET 12 OVEIRUP 1 LtY 1 j 'tEa1 'rt2 , - r ~NrrAaEaW.l( i; • ^ , Near �a' + I ± d� 1^" l � i, .a--'}'•� I I 4 €� 9 9 I€ ;, i t i �/L i-G ...._�, (..�....1.a.5 i 1-.. .._. .L.w -,�._: a A (. 7 r 1 4Y--m t, r l itJ4`a-fit„. l l f Ili I I ! lid .x ,AmtTs Wi'' , R€s eats W! i Fj I I j j(.. € I I { I - Mt0 1A18 •�Fltl1 1--.... .-_� �'� �� i-- ----� o i i€ � i I � €� j; I f � i �{ I r 3, � � i I y WTI I 5GX 1 ''_.. 66�� A I. a, srr/1z iTNq�ce 3' W.X. € OF i' 't € SD% i �3• tA.x. __D.Y..®m@ Ala Wyt: i' Mh.l uAx A of 1• ; i,. l �:r •r. p,r. : f 1 f AIAX _--1NNCHORS: MR CONCRETE SEE SCHEDULE ON SHEET 9__„-��_ FOR WOOD SEE SECTIONS ON SHEET 12 E. € b. � € REGUL+a STORM SCALE P w(y F2".1 (J� �� Et_cv#ttbN 3/S rf A 1 y L,= , ' i 1/4' MAX. GLOP 2.67' BOO• , i ml 1 t 4`.-2ok3/4" G,S. BOLr � -�a OWN. <AERAP .1 WkYJLE MILLET) / 7/6`X3/32' WINO NUT O 12 1!2 O.C. f I CONCRETE AHOCRS - = SCHEDULE am 0) SLEET 1) cwleeETE ON FCTK1pj•' '•-^''^ - REDW¢8ED aY1CK SCALE 3/32--1 DIRECT AND WA6 MRUNTINGUING INSTALI ON SE00 10 WALE 3/6-1- WALE.i,.,.. NO COlA91_N_ATI_ OF SEN'TION4 E.O.. EDGE DISTANCEEM (SEE SCHEDULE ON TOP & BOTTOM MO1JNnNGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUET ANY INSTALLATION. Q� OU N I� O _0 � U -4--• to �--• !✓ O M U O � -0 in -0 O 0 c- — L N � O O Co L.L_co O > .W _ -0 N E �- N O L_ iL -E M 4- - 0 �,. ca. E Z Z W J C�4 \ O W L Q r Up JI 6.1 L^'S - " c m YG VF cc C= s N L in N O TO Q � a2 aM E s c d O = Q C i.P 3 l9 tr- 9 y CU � C9 N Q. c, E R p a u C,. O W Q Z Z Q J d SHEET NO. SH 1.0 Sm SIC„W9', 3 t. WALL AND EL00 MQUNTING 1NSTALLMION FOR LE3 PN xE Rm3,F am NAEET 4 ,iR})OR,YI�FYN9. w -0 Eke ,WHORL WPKWfM1E I1ICIOM an SCNmuE m SELIT PANELS ,4rm 3 &E-_ nAAF;GS i x4xnalu'-r `• r.r s 4. w-e• 5j4 T \ (6eN�w3- _ pwpxu_ 1 C i Mt1x. 1.. DAP. TOP • WTIdO 1' (4m T4' muum -_ / T Yi � 1AM1mN T3YV4Y 17 97Ltp AfEM OF WALL \' `tT.ti t>HBO[x ram/ x t/r r `.. T• 77 TI PEf�wOR410R ) i p• '�,. i. -4. y. 1• a1iLRtAtimE! i. M6/tTAAwWN 70.,r (! H -A9N. 2' J owman OR ow 1 1 Z"A ON im GORAAN 1 1• 1 ) .Mx6N;'3{i-.L 1� a +: ✓ , I rAVEL W PR@API MTxm ANdGNAN • R�'.3NaIaUM Hw W xau Cak i O 43ao ,uA» -PGA P4A, as 9ewa 1 �'--•-•' 1 6 L - 4061-14 Atua, 9�a'lac ; samxE.w Tuw 9+F0A 1 I - Ile 1 1•� 1 I) .w. EI&L4K x Y. �... Iw-_:•s / 1/j. IS 1R lx 1 ws/a.lex+'af i a• ca. �NU09 a#aR""h w p�'01,' KR s,La E I Y �' Eo ,NAac i w I T i 1 s�otzigx Aaw6 wl //wA tr � � r i i OF +LEA psi. -7E0 pp.H. fOPlIOM 1 j I z^i/4sm'�• c7mmp. ARNIM tom® -' f+' 1" 2• \. +H. N4uAAb1, BUN •CIE +aaLlon t* T A SECTION Y" Y '�,.4p� SP R ORM PANEL ELVATION y / ! SCALE I/4 �1' .SCM,E 1/4'ml' A aNST. SCALE 1/8"-1^ EEC[OF MAIL Z Nwit 6N SW It rs w amNRnO uuwoN SCHEDULE Mac AWLLION _. SPAN (F0 • REOWRED W. TIRE MULLION - �4'-8• 3•x 1/9' > 4'-0' TO W-W �2'x 2' z 4" x Ile > S-8" TD W-1O" 2' x S' M 1/8•. z e 4 e MEO1Y 4 & ,0» `•�.,/•�i -�! Y6'Rd0 3NWLT 4EPpp� yA,1p /,� D�� • UICPATO ♦65.0 g�p5sCCF., -T2.0 P.xi.PRESNIALE RATING SECTWN I - I� TOe510PoJ 5�N- ORE1+rtD SCALE 3/8-1• EATS: MUtIlQN CAN ALSO 8E INSTALLED Wf0 SIORM PANELS ON TOP 130 BOTTOM SO THAT 8 L4 LOCATED AT TOP OR BOTTOM OF OPENVa (tIE PANEL OPENIN9 W/ TUK TO+ A BOTTOM) 4aM0w1 �. r llr; ,y i'4Rvb xN101 WALL 99UNTING INSTALLATRMF - ALTERNATIVE S1V SON£: 1/4` - 1` IWAIAMN - ALTERNATNE 1W SCALE: Ile - I' WALL !KR)NTRR: RISTALiATNMl - ALTERNATNE 2W SCALE 1/4' - i' l 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS UP TO +55.5, -72.0 P,6,L AND PANEL'S LENGTH UP TO E'-6". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL M MOUNTINGS CAN BE ANY WAY TO SUM ANY CONOWTE AAORS DE'E SHEET TON CONCRETE A CNOR5�\ SNffT tDU� FARED CONCRETEJ s00• SDD mm CONCRETE IAUNED - I L f SEE SCHEDU♦LE I - SEE 3C1WDtAE I IFOR roW,1ETWRATO" I I ADS 1FTR1 T'GA651>iE""R"'10" wAgNUT O EVERY r SMD 9 12 1/2- O.C. i 1fA�T. %bi) 1/4°4x1' S5��7E� S/R•'EPoa (CANY' 6 3' IW (CASE 1O I (SCE TO'Ly0 2S'2O.0 SCNFfHA my }: .•f s/%'{/ e .f'� !:. (SEE ` WW 14) BOOKED CONCRETE 1DMLL Ou�l K�41pifD COOKIE /FM.TWR (SEE PW 14) WALL_ AND FLOOR A1iFUNTINi_3 INSTALLATR)N SECTION 1 SCALE, 3/8r $ I- - SECTION 2 SCALE: 3/6• - 1' FNCUS gh N'C son STORM .MEL aRTFM 1N5F f ATION 1. LIFE SAFETY STORM PANEL CAN BE LOOTED AS AN END PANEL (FIRST DR LAST PANEL) OR AS AN INTERIOR PANEL (ANY PANp, iOCATKH4 IN BETWEEN END PANELS) LIFE SAFETY PANELS MAY OR MAY NOT BE ISIAI.LED ALIACENT TO REp1LAR PANELS (W/ OR W/0 RE ILUto TRACKS.) 2. LIFE SAFEY STORJ.1 PANEL CONSISTS OF DA39' GALVANIZED STEEL STORM PANEL AS PER COMPONENT (� . SHEET 2 OF DRAWING. ITSELF TO BE REAROVED OR INSTALLED FROM THE INSIDE OF STHIS TRUCTURE. .R LIFE SAFETY P REQUIRES TOP TRACK TO 8E COMPONENT (,} & BOTTOM TRACK TO BE COMPON AS PER SHEET 2 OF THIS MMNG. 11\SILYLBNN A1,Y1 N. Zt1 ((;P1 FLOOR MOUNTED Fl711DWIN0 SECTIONS t & 2 bS ,LLD ,..... Py� �4 ON01NTIENT Imo S EfY ASEwELLAAS DEf & SHEET 4. M'a. LENGTH FOR COMPONENT{� L5 15•. Z s Max. ANCHOR 51°A FOR COMPOFNINI OANCHORACE AT BOTTOM IS WA K ON SCHEDULES 4 COMPONENT MAY 8E PCRMANEW OR REMOVABLE ".'O'ia•, 5. SEE DUALS FOR INSTALLATION INTO WOOD FRAME &AUDMOS ON SHEET 15. OR & SEE SHEET 4 FOR DETAIL APPLICABLE 70 THE NECESSITY FOR THE INSTALLATION OF �'hF�SS •N•I SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANDS. D CIENING & FLOOR MOUNTING WALi & FLOOR MOUNDNQ INSTALLATION - AILTENAjIyE LW INSTALLATIONS - ALA( THE SYt (SECTION AT TOP LS LIMITED TO +55.5-67.0 MAX. SCALD 1/4' - I- AS.D. DESIGN PRESSURE RATING) SCALE: 1/4` - 1' 34a' R"0 R,w OWN. ' a[GIwW 10 PORN, A,u,Nm /4•lb 4bwa •.•.,w N w/ T Nt 111E0® t MCAmON INp 0e0Mp Om[ EIS !llNnL�iM u!i� G )INSTAL agN - N 4AWN SCALf: 1/0 - I" ill•■��/!■i���l�l�ll�laEi�����1■fi��!.��■Atl��At. �l l m=1 INS 9a411111 ■����iiwl i�rt�1•. ANAL 1.1 L IOMA 2/4, 26/4 3/4 tR 4/4 ! I L-101-1, 2 & � W/15 L104, 2 & IW/f5 A(TEMNNTE LOCATWE AREk W/NO LTiE 5AFEIl` PAEiELS K � LIFE SAFETY' PANEL DITIE IBELOW) L°sAF:.EY :...__._.-._......_. LA. REGIAAR PANELS WI OR _-..,,.,_ti.m.,. PANEL ,_..I(6iE W/O REGULAR TRACKS (SEE NOTE 1 BELOW) w t+t3f PANEL f1] TO K 9esPALEEO AS OPTION 91 FOR WEE LIFE SNPEIY' s'IikLM PMEL OPENNJG SiNLL STORM ALWAYS LSE PROARMA W//N�EAR LANCE M14TAW1fON '� TO FEI ATE w NRENDED ELEVATION TO BE INFI ON RE1A04ED FRON INME SCALE 3/32'-1• Haw CAP " A Y (.`. M 1 4 1 R 1 1J4 1 B BEE , EH AT OgALS TION SEE NOR /) SECTION R-B SCALE 3f32"-1' MAXIMUM PANEL LEHM, R " SCHEDULE nNl el nuv rnb oeNn:C'i4 rP'A nea1A„4r,Tw,a .W v,m Cte•Yv�Nix . y16ii%&1lRl .f.7VASC- RNM704 Nam( , P m'o" 6. - -. �= � +55A, r72.O 7'-8. OR LESS 2 Ile WIN= 1 THRU 5 t 7 -35A -7m }7'-5• TO r_r Mbx. 2 3/4' UINIXTED t THAU 8 A 7 +35A. -7%0 W-S TO 1112• Maw 2 T/2' • ""romfun" 6 +4&& -4&0 tY-4' OR LESS 3 1/2• • SpAT DIN & 9 t t0 EI0.Tfp F/ 1/4`0-21191' 93. N.S, It "MIT AT IWIRLIP A NOLSI16M OF PANEL (WAm ONLY FOR PANEiSM& Q R151'A I ATWNIS AS PER SECTIONS , TMRU 7. ON SHEETS 4 A, 51 NA%ARA AS.D. DESIGN RATING (p,sk) MANAAN *ICAO% SPACM FOR EO.. 3. 1/2• •• f APPUCNILE a ANY COMN"MM womm pma CE10I1f Y• (R.) TAPCON O TA^-iidV _ CAUh" PH$IiNTE FflWE 0 PAN&NIAn RU6 TO O"' A" 0 147=09AO,H TO CN4GCIEPRCmw TO C R,EM TO C 10 BOIL MTE TO C 10 t: E aLm S' ILIA N/A N/A 6" N/A A` AMA 61 -A 1 (1OP'i 6' li' N/A NIA 1T" d S" 61 IF :r 1 (80TT4E1) 6' NIA N/A N/A 81 WA 5' N/A 8• N/A 2 Tmn 8' N/A N/A N/A 6' N/A S" N/A 3` WA 2 (BO7f01fj .WA. -72A lY N/A N/A A/A A. N/A 6' N/A 6' N/A At 3 4 (PM) r-s• Oft LESS LEss HC Y N/A N/A 8' 8' 6' 6' 4 3 (BaT1DM) 6• WA N/A w" 8- N/A 8• H/A C' N/A 7 (TM) N/A N/A 12 ,/2• 6 1/e 12 T/2• 6 I/4' 6 t/4• S 1/A' 4 1/4`' 1I4• y . ) ':z SEE SAIFEM 10 & It FOR AKNO& TYPL A SPACNO FOR INSAllATLg9 AM WOW M E "Alta. AAkPNX ANCHOR SPACIAM AND EDGE EDGE INSTANCE ARE IOW:TEO ON THIS SC EDLRE FOR FA. LESS TkM 9DKATO ON SWAN MAX NOW VACM BY MLILVLY90 SPACING IPAD 1 ON SOW" 6Y THE FULD04 FACTORS. FOR THIS OPERATION 1D 9E PINNACLE RHO SINAING OBTAINED USM FACTOR 9*1, NOT K LESS THAN M INANd SPA=4 NIONATFA FOR EACH MOM TYPE AT ANCHORS LUC A ) AR9gR lYK 1/4i ,/44- 1/4'R ,A`{'W t/CR 1/{"e ' Hi DA•ONP CbAC•�11 CN84-S8T ,W FNCFAN7. poem; Oz) 3 3 3 3 2 ,p 44WMIpNAR 0>t,Rw 14L) 3 3 3 3 3 G $3/2 .. OAgNb 9PA INS 3' 3 3'A 3 1/2 4 3 1/2 AWFE. 16 ow awwo NW70R t 'IrA a6 3• FAP NAG - tm .O - 3 Im 140 lA0 I 1 1 I p 1 3 SEE ON 3NIET 88 I )' FOR W. L I SEVAR"I" TO CLASS. i I � I ED I I 1 I EO I 1% Il I � � i L!4' LD• x s/a' IQtNG eMSs aswP9 a � ( 0 Q' SS. MS.. 0 6 1/s• O0 FOR vA111. � m 5'-0- AA a FO l PAW. O.C. FK4E tENO1N5 LIP TO 8'-8• Mar. Y OR 014-10 MNELWTE FTALU.E 0 CIA j1:e I PLAN$ i 11 ifY' O. C. WON I - ! I ��P/A/yNyELYAM �NR 3CMb OF EMSfNA ALL LOWRIE to TO 61-8" Mm, DIRECT UO hTJM IHW ALTERNATIVE 5W SCALE 3/8-1` i ATMN . 1. INSTAi.LATN)NS ARE ONLY VALID FOR BUILDINGS. WITH A.S.D. DESIGN LOADS UP TO +553. -72.0 PSF AND PANTD•'S LENGTH UP TO 6'-S' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL N07E FOR COMBIN&WH OF SECiTONB: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (ni )n7/JMIMED- rs) W1/2` 0. C HOLD PAR ax AO,. (DASH 1) 3. MA. (CASE 4) mamium AS& TAPCON CF %*-OBIT CALK-N I PAINEtMUE mwx W F19AI.M1f P" 0PUCAR PNE I MOF RNO + FO GY aim CdY'AfTS to f0. CRETE CONCRETE I Ink TD ID OOI:x Crom / 0 SX6ggN ITIEM WIOIAUM PANEL [dNGiN 'L• (ft., 6' N/A N/A N/A 6' I N/A 6' N/A 6• N/A 1 55.0, -72.0 r 7" 91 9' 9' 9- 1. 9• 6' 1 (80TTOM) 5'-O` OR LESS 6' N/A N/A N/A 8" N/A 6' N/A S- N/A 1 & 2 (TOP) - +55.0 -72.0 9' s• g` 6• 9' 7 1/2` 9' i` 9" 9" I {�iTCIiA} 5'-0• TO 7'-6^ ED -72.0 S' NIA N/A N/A 8' N/A 6' N/A 6' N/A I & 2 (TOP) 7'-6• TO 8•_6•:.. B` 4' Sr g" 9" 8" 8^ 6'.. 6' 6' 1 (BDPI'OF1) AA~w A.S.D. DESIGN PRE59JRE MryR; Da 1 MW 9 J/C' W. FRCI TOP OF A" OS[ 4 (NIA 9 Y IAt NON TOP OF ANCLO APPLI .E TO SECTIONS (& COWUNATIO MAOMUM PANQQ,, LEiNOTti 1' (ft.) T - CONCRETE TO on= OF THEM +49.2 -51Z 3" 3• 4 1/2- 4 I l2" 2 (BOTTOM) I7•-S' OR LESS +52,6 -56.0 3' 3' 4' 4' '2 (BOTTOM) 7'-6' OR LESS +55.0 -72.0 2 i/2" 2 T/2" 4• 3 1/2" 2 (BOTTOM) 7'.-6' OR LESS +55.0 -72.0 2 1/2• 2 I/2` N/A N/A 2 (BOTTOM) 7'-6' TO 8'-O" +85.0 -72.0 k/A N/A 3' 3' 2 (BOTTOM) _' s ALTERNATE LOCATION AT ENO PANEL 1/4 , 10 SFE I i - ili �-INTVNOR PAYEE '-00 PANEL SPACING SPAONB DETAIL 2 I E>;QQR MOUNTING GN INSTAU,CATION ({PI PL1CA9 E TO SCHEDULE 21 SCALE 3/16' - I• MAXIMUM A.S.D. DESIGN •PRESSURE RANG (12.2-f) AND CORRESPONDING MAXIMUM PANEL LENGTH "I" SCHEDULE LA BAR IE OW TO. S== I& 2 W= TFn FM In UM STORM E +4I4MPM AAn awINH Nmn MlmtH,�,,9imN WASREi�31PNNc � �) F N 4a6.Q -12A W-6• 2314' OHAti01 SEE SHEET IS FOR A"130RS TYPE 41 SPACm MR NSTN.IAMTS INTO WOOD FINE MOM MN&AR1 ANCHOR SPA^.NlCS ANO WNW I = O67A CE ARE INDICATED ON it% SCH MML FDA EA. M S TIMN PLATED ONSGECAE AFALCE MOM SPNNHO M MMTVLYM VV4*3 SHOWN ON SON1VJ E 6Y THE FOLLOWM FACTORN. FOR TO OPERATOI TO BE POSgNE. REDUCED SPA INO 0111010 USING FACTOR NOT K Mwe SNNN. LE33 taNAA1L19PACIl6 INDICATED FOR F:AC, ANCHOR TYPE AT ANCF01H3 LE1F36i. 1TNO101 TAPE. 1/Pe //4"b _ T 4•& 1/4i tf4'►► MPCCK W TAP• O9RPm PUS GYM 6} W. NICION SPACM C^1 a 3 3 3 2 1/2 +RNlbMmaF PWJ 3 3 3 3 a. T.64,K4 eNAcH J 3 3 1JE 3 1/1 4 AM M LL GM DIW1IQ FAOWI 3• +m ,m - ,m rl bw (VMTD ONLY FOR PANE13(j)& A�lNSTALLNATONS AS PER SECTIONS 1 TIM 10, ON SHEENS 4, 5 & 5) WIOLRJM WKIRA ANCHORS SPAM6 FOR 1A. - 3 1/2"- A.AT OEM TMCOH OF TAP-001P CNR-W PANELMATE P6414KE 10 PA1Vk wTE PM SOW SETAPPUCASLX TO A PRFAa'JURE RAT04 TO CONCRETE TO CONCRETE AUACN TO CONCRETE 70 CWKVETi BEACH TO CONCRETE TO CONCRETE at= TO CONCRETE TO MNIRM BLOCK TO CONCRETE TO CONCREM 9EOCR TO CONCRETE TO CONCRETE BLOCK OF TNF.4 LENMN rt) 6• N/A N/A NIA 6" N/A 6' N/A 6' N/A N/A N/A 1 (TOP) 6' a N/A 1 N/A 6" 6' 6• 6^ 61 N/A N/A I (BOTTOM) S" NIA N/A N/A 6` N/A 8" N/A 6' N/A N/A N/A 2 (TOP) 8" N/A N/A NIA 6" N/A 5" N/A 5' N/A N/A N/A 2 (BOTTOM) 55.5. -72.0 6" N/A N/A N/A.. 6" N/A 6' N/A 6- N/A N/A N/A 3 & 4 (TOP) >7•-5" TO W-er OR LESS 6' 4' N/A / N A / 8` 8' 6" 6'. 6' 6' N/A N/A 3 (BOTTOM) 6' N/A N/A NIA 6^ N/A 6" N/A V N/A N/A N/A 7 (ADP) 8' 4' N/A N/A 8' 6" 6" 6' 6' 5• N/A N/A 4 & 7 (BOTTOM) N/A N/A 1 12 1/2' 6 Ile 12 1/2- 6 1/4` 6 i/4' 6 1/e 6 1/4' 6 1/4` N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 N/A N/A 12 1/2' 5 Ile 12 1/2- 6 Ile 6 Ile 6 1/4' 6 1/4" 1 6 1/4' N/A N/A 6 (TO'/BOTTON) B'-8• TO 11'-2' 550, -72.0 N/A N/A 6 i/4' N/A 6 1/4' NiA 6 i/4' 6 Ile 6 1/e 6 1/4' NIA N/A 6 (1'CP/SOTPOM) >8'-8' TO ll'-2' N/A N/A N/A N/A N/A NiA NIA N/A 6 1/4• 6 1/4' 6 1/4' 8 Ile & 0, 10 (TOP) 43.9. -48.0 6" a N/A NIA N/A N/A N/A N/A 6" 6" 6 1/4' 6 1/4` B (BOTTOM) OR LESS 6" 4' N/A N/A N/A N/A NIA N/A 6" 6' 6 I/{' 6 1/4' 9 (BOTTOM) 12'-4" OR LESS N/A NIA NIA N/A N/A N/A N/A N/A 6 1/4' 6 1/4- 6 Ile i/1' 110 (BOTTOM) SEE SIRET'S 14 11 AND 12 FOR ANCHORS ME A SPACINO FOR NSTMLATIONS ROD WOOD FWAE SUSDW MMWM ANOM SPAONfS AND 140611111 DOTE DSPANCE AM INDICATED, ON THRS SCHM111. FOR EA LESS THAN INDICTED ON SO4MAE REDACT ANCHOR SPACING 8Y M ALTIPLYNG SPACK SHOWN ON SCHEDULE BY THE FOLLOIA110 WICK FOR THIS OPERATION TO K POMML REDUCED SPACING 09WED UBNO FACTOR S1MLl NAT K LESS THAN MOMA M SiMCNG p✓TlkA M FOR EACH ANCHOR ITPE AT ANCHORS LEISNW. ANN=.T4m 1/4W 1/4'4 //{1 1/4i 1/4"b 1/4L W TAPCWI # TAP-mv SYNNE-W1 9Wd-SET No, 904m End 3 3 3 3 2 T/2 3 c.1wNM .NJ 3 3 3 3 3 31/2 1W.11tlzN i 7, Qn) 3 3 3 1/2 3 1/2 4 3 t/2 cm FA PK MOM F A•C T O R - 2 Y Im TAO - im A3 - a E i L i•! x i =my- L19tT SIm 9 a 1/4• aG SEE se"Im E ON Ep �PABRam TO ,TEAS )IN R2 ) i. I t � TWO YAtT:I'a PUTS • - ., { I 1 ,4 `'t 3 H i •; �_m..^ j � I i � - ' 1/4*9 LAG SCREWS 0 -'6' O.C. STAGGERED W/ SR1O. .i.. DIRECT AT MIDINOTH OF PLATE .SCALE 3/8-1' - - SCALE 3/8-1" RQLCiT 1. INSTALLATIONS FOR ALTERNATMES 6W, 9W & 1OW ONLY VALID FOR BUILDINGS WIN A &D. DESIGN LOADS UP TD +43.8. -46.0 p.s.T: AND PANEL'S LENGTH UP TO 12'-4' 2, FOR NEW WOOD FRAAf„ CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2, WI SPECIFIC DENSITY OF 0.55 OR EQUAL. �FOR C0IABRLATION OF ETPCTONS: & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY M SUIT ANY INSTALLATiON DETAILS FOR OPTIQN # 1 FOR LIFE SAFETY STORM PANEL SYSTEM -- 'O.C, " INTO EXISTING WOOD STRUCTURES CT �;',; ,° To Ewsr"C wm HEAAm 4EO1 d I ED Ei+ ED OR RE'�OpawED" I ' ED - OD ER �ER i tam s 1/z- oa ALTERNATIVE 1 ALTERNATIVE 2 1 t/A' i6n, (Z1EE• if4'Aai• MALTFiL a MIN, i tt O.G S SEE. SC 4mu C4 SHEET 14 I ) dd EPFORAM STCLAM 3 ED i I ISO I - /R ED a I � 11 ti k IYOOD PIASE I PLATE I � f REO1MffD k* RESOD \ \ t �...:.._.....� >y# ALTERNATIVE 3 ALTERNATIVE, 4 ' 4 I ` ° II IRm 71HRFAOD PW 911140N OR t/4TA.edj6' 1 LN1A5$ &ASCHG W/ t/45F-20 PA S.S. X I a• 0 OR ,/4P 20 3YSs'AIL FINALE n DR ALTERNATIVE WOOD FRAME CONDITIONS A ANCHOR LOCATII�NS PA ELA&M I= 9 A• DA. F// i 1/2• Wn. SGtig THREADED PEIRETRATON TO E1G671H0 W000 PLAIE NOTE : SHUM TRACKS NOT A0'4N FOR CURRY MALL MO ONCT INSTAL LATAQN A [ERNATIVE tW Sm P• 3/8" - 1" f1E5.' ALSTALiA70N5 ARE ONLY YAW FOR BUN.DYA9 WON AS.O OF9ON LOADS tI, 7O +5S5, -7t0 Px1 AND PANEL'S UKTH UP TO S'-e. 2 FOR NEW WOAD FRAME CORSiRUC7101t WOOD JAMAI 5 TO K SOUTHERN PIE ft. 2, K/ BPF32NC OCXWI OF OM OR EQUAL. CODE -6-0 N N CQ N U 0 .� U U) O C 0 a) m O O M LL - O > .D -0 E a) p C O W O � . 13, u an -o y m O V3 CV y � Ha m e4 3 m w °i E •- c w z 3' m (O Hy N a3 C KO n_p__o W V cu O U O CL v / cu cn SHEET NO. SH 1.1 _ ff_ 1'1 A I I I I 1 111111 1101111111,11- ANCHORS (SEE SECOONS ON SHEETS 17, 16. T9 & 20)-- MAX. 3A/17, 4A/17. 5A/16. 34/17. 4Ii/17, 59/14 3' MIN. 6AW 18 7 19 ! W Aw 6A 1 / / 79W 9 • II9W r- t /� aeaV19 I /� { �L 1V C � f O O O tl - M� MAX. 3A/97. 41AJ17. SA/16, "`.-Maf3 HIP la LOT '&W9 3fT/T7. 'iB/17« 96/f4. MM. GNAW/i'9« TAW/i2 a 5AW/20 9BW/79« 9BYP/i0 R ■W/20 ----.----.---_----------- -ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)_- d TION #2 FOR LIFE SAFETY STORM PANEL() ELEVATION SCALE 3/16•-1• 1/4• aN,x PIP SECTION A -A SCALE 3/16•-1• MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (p.s.f.) (SEE SECTIONS) +55.0. -72.0 B'-B' 2 3/4• UNBOLTED • WOOD PLATE HOED SOME3/B•-1' � Lj SC ~ L� " INSTALLATIONS ARE ONLY VALID FOR BUILDINGS MATH A.SD. OEM LOADS UP TO +5&S. -72.0 PSF AAA PARM1 LDNCIH IF TO W-8". 2. FOR We WOW PRIME CONSTRUCTION: WOW MEMBERS TO DE SOUTHERN PINE NO. 2. W/ SPECIFIC OENSm OF 0.55 OR ERA.. MAX: PANEL LENGTH (SEE SCHEDULE) CODE BUILDING CODE ° 6` O.C. r wooa'iQD° M.S. W/ NIT COMPONENTS FOR SERIES 20000 & 1000 E-Z HANG STORM PANELS (SCALE 1/2-1') (TOTAL T ! W9ttH)-----.--- 12:500' (EFFECTIVE ''--`�`�'g . " y--i.3"FiD"� �--t e•-1.38E7'-.+•I ,I 2su' I �jJ�`= 1 • �:s 2"1• a9Lwmm STEEL '- EDGE 1EED TYP. \. ASTM A-653 + cMaE MINUAIM aTA. I + ; -2i G-60 PALv. + seb7Z2S" .4._• .i_ L i (1) SNORM EMEL J REVERSED -h" TRACK O REVERSED -U- TRACT( PANEL'S END UP • 'ram. it/ Huww EDGES' .7a0''.25D" \ .r7e.4aTY 813 . ` i- 125 € .125, ISOMETRIC VIEW DETAIL A 2.000' I 2000- ROUNDED CORNER A ENDS OF PANEL'S 121• i END UP W/ HEMMED EDGE. 790' I Naa._.._...- _.........1 F.t_'...�.5- ".a�iiSOt'!tA ( 2 xg (M,ax.) M. ANGLE i 1 4 6061-T6 Alum, ALLOY I 11/ M � �• .05s" f1iP„7 ��.�'' `yaCEM�,'':;'�s Tlr ' 44167 L J$ z ' 'z FIARIDA BUILDING CODE (Nigh Velocity Hurrtcam Zone -{ •- _ ___ . ATE OF Mope 11uEm. x. 3' Max. 20 GAGE GALVANIZED STEEL. STORM PANEL ow" P, ORIO .......' T w w & JFSS GLOBAL PROTECTION PRODUCTS, U.C. YtlE Q sTl?� + • 1 l-0. .MAIL Ma. Yaw A31. 51 aMwDET 11a LONG qt RNlINMMM l -% 6083-T5 Alum. ALLOY ".�.:pm , �'-,am-m',Y1i. '*•? (+a4>e x6x6 r3}n'c'4tas4.i�a-aNp7 20-176 DRTMMa K. atr itl,lb,l • M xwslr t44 pE, 9FlL/M4NA'IMJRIJDAtE WMT§Ai-cwa7rk � P.E, r: MM OW 22 OF N INSTALLATION DETAILS FOR OPTIC, #2 FOR WEE SAFETY HQRM PANEL SYSTEM INTO EXISTING POKED CONCRETE OR CQNr,8EjE BLOCK STRUCTURES l 4- UPCON ANCHORS �4' TAPCON ANCHORS __...-_- ij4• TAPCON AN04M 1 4' TAPCON ANCHORS O 9" O.'_ O 9` D.C. FO.G. O 9' O.C. POURED I' ' � �WNC# I POURED , 3 POUREDon CONCRETE GUVG. I LOCK REWIRED I pLOCk Ri•'� j FURED 'E{ .G BLOCK REOUIREO «i'. 4 Mu. i I I i " w a PAcapgo m ? w. WHAMTXW m ' r 9aMRaW w' i i t ro ia 1 M4n It)f. i wWCF NI II WATT Maj i I ' EXIST) omBM.I GLASS " € CASES `'_... _A° ._. '.�:." ;�: � �5�; , ! � LASS �__�-"'"A ""___-�.•"`tt�_..: �' 1 I -A I T �J•'i-mil• 1 r' � V r'w ,J4'i-m.t, '+ < L'- r' I T �• I I 1 ) i �]' • I I i E. E.D.s i E04 i 1 '-'} 1/2• 1 4'a-20,wT `- {4•SS. N.S. WJ i t/2' ` 1/4.0-2ox3 ts.5. M.S. WJ 7/a"ar3/32 WgNi NUt WASHER 1 . 7 J37� wR,G NUi WASHER 7 s a x 3/3r wNo WT 1' 7 a. 3/12' 9'A!6 I 4 12 lI2' D.C. L R O 12 1 J2' O.G. i l NUT WASHER (BETYNO) ! 1/4 TAPG(kV ANCt10R5I TOT" ANCHORS 4 1/ Op C. CHORS '........i 4 1%2' o,G. `...`_._..a 4 t/2t D.C. O 4 1/x' O.C. MAGO RED W/ StUD) (SIXGu Rm W/ SM) L,._p,0URE6 CONCRETE,_,,.ppVREO CONCRFSE L_-.POtRtE'D CONCRETE COI CONCRETE BLOK OR CONCRETE BOCK OR CONCRETE BLOCK WALL REQUIRED NINO ►NSTALIATfON WALL Y( NflNG ,�STu1w INSTALLATION,�y MOUtMNG ILLATIOWALLMOUNTING INST �nN A oe ea I sLEBA)FLEOA-1AL so" 4Je'-T` SCALE 3/6'.1' SCALE 3/a--1" SU 1J» tSPACING�PoR' 1IMM A'I" WOW ° ANCHOR ME ```444�� Tkj i MOAN 3PAMIM AND FMIMulO nvm1•s. ATKRoe fiPTNAb D+3 s „,r vi.Y,,.•, rJS t W" DISTANCE AK If0&ATtia ON THIS •LPw blfll® Caa4Y Ou.)Ou•) ] T1" ' (j(n•N O '.S 9E2 MU FOR EA LESS TAM BpWA= ON aM» -W f4na°, NE»ek LN s ? � � FLORIDA BUILDING CODE Ni h VelocityNU Can* Zone) sLI eo IE REm cE AN kXk q NW = ' M ATIPLYI NO SPA" SHM ON a�aAE ARMY. th E610E rmm Nof441 � * � �Ro TL*asa. er 20 GAGE GALVANIZED STEEL STORM PAH L Fp- a�P WIOMno i0 TO BE P 1 >„JE' jF L• Oww OT. 91IMSm 06wMED N759A FPkTaR a1M41 lrar a ,noTEOI mat "'•"» GLOBAL PROTECTION PRODUCTS, I.I.C.BE LESS TNW MR40M SPIN" Q7/svmFa MR EiMCM ANCFbR TYPE SM"1A• .�_. ` -� •,, •'2E�J-Z.+� : ii'sTK`F4 T gAAF�f NA'a,li`aa1°w. -°` ice ~ ° w£*9-m+a. TAX: Os+Y■ esa7 20-176 °1t- +awnM 40M AM1twNW ORAwNG Nm: �Hrrt NANM .z. AANJ$IDM,T1Lt6. Apo; 4ftlk6r 17' W pa It9,$TALLATiON DETAILS FOR OPTION JZ FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING WQOD STRUCTURES ,• it 1 4•0 TAPCON 0 8- O.C. wee TAPCON. 0 6- O.C. THREADED AT WOW1 -W 1 t TKM AT THRENDOD W00 HEWER f' I HEADER 4'ASX1 HEADER `. 1 2' i WOOD HEADER. NREOUNTE6 _-., yNt, ) REOLxREDSIT f i NIA, DON i i 1D f -(C" WONT 1 � � t30571NO ON SHOT11)N 1D7t-UPAWOM ll 'k' 1Aax. OLASg` I 'L' Mw. �. Bottom PANEL LENGTH 7S"..- 1 +'� PANEL LENGTH €X6tiOl�„ m s ; (SEE NOTE, I BELOW) 1/4i-2Dxi• a (SE NOTE I BELOW) GLASS t SS, M.S. W x 3 32' kRNG NUT i FAD, ) ` NUr 2'x4 wo0o TE 1, t , � 7/9Y : 31 • WING but T WASHER O a t/4` O.C. REO i t WASHER • (BEYOND) /14-10 PLO f i jj pr10 PAARIW[E Pars ' 1 L '�1 0 6/ 4' O.G. w/1 J/a iv ) 0 6 1 4. O,C. WJJ1 7 Mal. i RFAiNED PEN£RRAl10N t I MIK iliR&Om PiWETRATiINI ( ` 1 y AT MIMYATH OF PLATE AT MlOWID1H OF PLATE W" MOUNTj G INS STAEls i VQN 0 9,NN Titi l++l . SCALE 3/w-T' GEMS ';�'' yL WALE 3/B'=1" f FLORIDA BUILDING CODE (High Velocity Hu Ono Zone NOTES, •�� �0 44167 * i o9aN TRTLca; ate 20 GAGE GALVANIZED STEEL STORM PANEL F.P. DWW W. 1, WALLATIONS ARE ONLY VALID FOR BINDINGS WITH ASD. DES" L04ZS UP TO +5"3 -72.0 PSF AND PANEL'S LENGTH UP TO W-6'. mJsJmo 2. FOR MEW WOOD FRAME CONSTRUCT) k WOOD MEMBERS TO BE SOUTHERN off, 5 4Tf ilE. C Q arc. GLOBAL PROTECTION PRODUCTS, I.I.C. a l4F �. 2, W/ SPECIFIC DENSITY OF Ds5 OR EQUAL_ ,DEN:.., - ORS4 ,. Nk Al1Y aNC. R. 3914 I tK`�+' 1. xp0. •4 Fa ALA ,e •wm 23Tp Pk(LWEF(ms -71a0, FAx (OU)SM-6JrN 20-176 •Yl L} 1 YMn.a ppR 1YY-Y61a , M t -NpE IOTA Np e11N JaITC SP pMM NMa rA WN.TWM�A '1b1J[7ip..Pt ma Lux � s16aFM M% Y/24 (ATE wm 2 ODD" 1'/24 4' 2 4 W/ oft W/o ®. (SUE NOTE 2 Bulaw) 2'/24 1' 24 4 5 2 INIAO /Mal• •-4 / 3• Max. / (sFE NOTE 3.. Pot wlORER ANCHa s SEE ° W. ON % IXN MR WPO SCRYE-�. - ( 1•'"'L mMLWLTT AN(HOF 1O7•f 3• iXa. A _ I ' -(SEE EON ffiKET 25) :8ts. M OF DDO PAFL) LIMEPoOR PAND3 (aNNEAPAt R+AEL) ( PANEL) per) Fib %60 Y •L.' KENO ( ANEL) PAIEIa (IAEIBOR PMfl, (ETA PANEL) BEE FOIE ?.13. 4l3DDP' ! SEE HOPE 2. 3, 4 BELOW i SEE 3. 4 4 taE NOTE 2. 4 SLOW E 1 1 jjj i 1m PAims w II Btpam S 32 YtOO/�f)q4M.SW/ x3 WENOMNP6 YRNGNUIS - I 401 { 1 r • • •I • tF}R) (_3.-1i SM NOTE 4 BELOW ,9E£ NONE 31 3,� f BELOW �---R-i2•--7---F- iffi�. `f I $C7�{AE dl-]NEE 23: F7)H WaOB� . � QNp pR 1/Y 1 tIY«.; AiLERP,��TAN t' Kn' '--�F SEE SEOSOIIS GN 9HFFT 26 � �Ml1ER10R FAi'L4 6 NOh 3 Ln2 OR a) W/ OR w/0®. (D BE3Ot1 4 iD RiSrAtiED AT EACH LAST PA TO !M aISTN1F9 AT Fl.ONN l4�ALWAYS C PRIYApEa YJ/ OPD&4G AEWAY6 BE PROUDFA RTAiN IRAALE TO FACRnATE MNS°TALLAr AFAR HANDLE TO FAILRATE EASTXIA'G�NEUWIQN y 10 BE ))STALLED FROM ,,. IF INTENDED TO. BE INSTALLED FROM .,, a' smuGTURE iNSAE or STRU n#m TUNE. SLIMNC r Y BOAC 3/32' . T ••- -..�••_••••... W. OAP - � 1/4' Wa.. WI- IN' Mlaw GAP^-1:-•. 1 1(OR®W/ DR W/O ©. (b 1 LOCATION At �S 1���� ;IISr7lf}Y /_ITC° @-9-9 END + gpM6 Stu 3/32" . 1' (1). DEFINITION or cF= I-MM E - Z HAND STt066 PANEL SYSTEM CONSSFNO OF PANEL + H0g5_: 4r1<. TRICKS A7 TOP & PI MATE PLUS OR 15' LING (1). Ofi1i1BDi4FN OF 5F,1u1ra nnnrM; E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + 2�T, AT BOTTOM W/ PANEIMATE& Cont, HRICNS SOP & BOTTOM. (2). ENO PANELS SHALL ALWAYS BE CONNECTED TO SILL WAIL BY MEANS OF PANELMATES OR IF USED Y W I (a). PAiNELs 51W L ALWAYS BE CONNECTED TO BOTTOM TRACK DTHEtTA4SE A STOP BAR / ,s" 44R#i�TRACK AT BDTrOM END PAN€US SMALL BE PROVIDED AT TOP OF SUCH PANELS. SHALL BE CONNECTED TO WJ ' wSE/3 " �(kCEPT WOO NUF ON TJi'h 32 5 MM. YHUIBSCREW &tEEO TPPPm AS (3). IF EMU PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHILL CONSIST OF DESCRIBED ON NOT£ 1/4" 2Ox3J4` NUS. W�� 7//8'Ml3//32• WIC NUT OR 1/4'ax3/4' AA'm. THUMBSCREWINTO 7AP1'ID BDT`fOM 1'RADk. IOCATAN OF FAS70WRS MAY BE AT EITHER OF TWO (3). FOR CASES WHEN END PANELS ARE U� ,IOIHILY WJ 18' LONG (ZS A7 BUF ENE} PANELS ARE NOT CONNECTED TO BOTTOM TTUCKL X SEQP BAR EXTERIOR FLAT FLANGES OF END PANEL , `-m-m BE PROVIDED AT TOP OF SUCH PANELS. (4). IN pSE THAT END PANELS ARE FlOf CONNECTED id 801TOM TRACK O.e. A STOP BAR S ONLY USED AT TOPjj AT LEAST TWIG PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). FOR TEED TO EXIST WHEN ENO PANELS AND SOME 9NRERK)R PANELS ARE DIRECTLY U51N0 SPEC'] NNOtCATED ON NOTE (3) ABOt�E. M SUNCH CASE, CONNECiTON OF PANELS MAIL gEDLASEp ,IOIR7LY ING Wjj T(MCK B(��MAT SB DM KOtMR . 80TONEYpM TRACK INTERIORPANEL7 WAIL. m 84TT0M TRACK LRAM OCCUR AT ANY PNMNII,'LOCATWN. W// TWO PANELMATES i4(.ldK7NG SP7CR. SHOWN QN ELEVATION Alp W 3 1j2' EDGE (5). SEE SECTION 1. 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25, M1n, 7bSTANCE. TOR THIS CAS' IFiEERtOR PAMEL USED .RLy(ILY� (XIS ;1NRM1044hp,ry NOT NEED TO BE CTR6NECTED iO . BY ANY MEANS, CRACK 4Y�JN NST%L}2i rA THAT ADJACENT KED Lk3T b RiCHF 516E OF EitI7R PA:EU HAi�E U. TI°•Wj Jy,THEIR OVERLIPS REIII TALS 1�: FLORIDA BUILDING CODE NI h VelocityHu no Zone) N0. 4 167 20 GAGE GALVANIZED STEEL STORM PANEL to. � 07J 010 'o% STa OF r � L GLOBAL PROTECTION PRODUCTS. LLC. E C D "`t t0P Nx M,. w W=. m real„ awDe, n a" ei tug4: (.M Ta 9 e z'(2D-176 yAIrA'�fDN L �L•��rA ^-' 1Wq a'1� RM•# »)1-1w, pRWBIo N. +rN w bn wv, w SON A1NIItR1 Y`p,C SexfSONATMwEI1M1E WuiR A TWINE LOLL Pffi. »~e+0 s Es or 28 • .NE_atE fah't _ �• . •3i >„ P - 2EE NELT 1t R 20 FORE ANCHORS, PEA . INFE uroaN I IT'1 UNSTAUAT1pIM INTO YIOm MR INW,Xt m0Y91A�- FR"PDR f7um BUNDaN0. MIGE OI,NINU A SlV M Afi0 THIIWA ECGE D1S ME L13S THA CI' 1W5 •ertmoWEWNA MR •A RR E0. NCH THAN RAMMED ON 3CFffdM.E RESUCI D sic SPACING ID G SIAWN OM scYfEOt•.E RV.r°..1 aWeN pteA lL+) 3 S Ij4 Ag11M. P2. LcvWl�i WII1oIt BY M DIVING 6Y 11� EDL70 BE FACRWS FOR 7Hi3 l TA BE PI169NeLFA � ] 1J2• - - 9VOING THAN m m PACING 1101CA M Fo tffiS tlWl m TYPE SPACING WNGfC.tTEO FOR ENI2I AMI1a9 TYRE QN TMpS 3CNE000E --- s• 1.o11 _-...�_, _ -- rr VCENSF'•. tQ S No. 44167 FLORIDA BUILDING CODE (High Velocity Hu .0 Zone) IF ;� - wam M31m I'll 20 GAGE GALVARIZED STEEL STORM PANEL TAB Br. ;• LORi I' '�`#�c y� GLOBAL PROTECTION PRODUCTS, LLC. 07JavAw° �NAL M03 s.W. at sIW4 r�.a n. w, mL wkNM aNeoAc n?iae 20-1 T6 Y NN1111MiO. - 7�G" �� n10M, {981 7A a vAtu (481FNM-674J Nrw a t1N0 rT-1LM . Na , aMa FN.16N Wq.TT'RSN.. 7f MM1M14. Nm a A. ,4* 4m Ix:M. ,•Wl•ew wa. t:E.A✓3aH4101K/aME Y" lRWEt Tb oP N GENERAL NOTES• VALID E-Z HANG STORK PANE SYSTEM i. E-2 KING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.ED.) HAS BEEN VERIFIED FOR COMPLIANCE IN 91) MINIMUM EMBEDMENT OF TAPCON ANCHORS AM PAINELMATE FEMALE ID & PAIGIVATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7O1 EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4'. DESIGN WIND LOADS SHAM BE DETERMINED AS PER SECTION 1820OF THE ABOVE MENTIONED CODE. &2) MNtl11WA EMBEDMENT OF IId". X 7/6' CALK-M ANCHORS SMALL BE IS 7/8' INTO CONCRETE, FOR A WIND SPEEIY AS REWIRED BY THE JURSOIC°TKM WHERE THESE SHUTrERB WILL BE iNSTALLEO AHD NO ENNBEDMENI' ALSO ANY FINISH MATE'fON. SNWL PERMITTED. FOR A DIFiECPFOAW:NTY FACTOR Ka-0,85. USING ASCE 7-16 AND SHALL NOT IXCEE(% THE MAXIMUM (AS.O.) 1/4' 0-20 SS SIOE)WX SOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERW MST) TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ENGAGE 3/4' IWO ANCHORS. IN GIRDER TO VERIFY THE ABOVE CONDDION. ULTIMATE DESIGN WIND LOADS DETERMINED PER Asm 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY OA IN ORDER TO 8.3) IN CASE THAT PRECA.T+`T STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EKIWING WALL. TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. ANCHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE S/WL BE AS MENTIONED IN &1) AND IN 8.2). IN ORDER TO VERIFY THAT COMPONENTS AND ON THIS A.E.D. AS TESTSTENERWERE NOT OVER STRESSED, A INCREASE B33XEEN O N ALLOWAitE STRESS FOR WIND LOAI>5 WAS t� USED M THEIR ANNLLYSS. FASTENERS SPACING TO WOW HAS BED4 _NM USE DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANCHMBE IN5AALLEU FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION T626 OF THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201, 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER TAS-202 AND 1AS-203. IS TO BE ATTACHED TO ROM PROPER ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK dt W000 FRAME NTUILDINGS. 2. THIS SYSTEM HAS BEEN DESIGNED N BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FTTCM THE INSIDE W/O THE USE OF A LADDER OR LOT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED t2. THE INSTALLATION CONTRACTOR IS TO SEA./CAULK ALL SHUTTER COMPONENT EUGES WHICH REMAIN IN CONTINUOUS FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TD PREVENT WINO/RAIN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 3. SERIES 1000 INSTALLATIONINSTALLATIONISAPPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WnrNDows WHEN INSTALLATION t5 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE_ 13, STORM PANEL. INSTALLATION SNAIL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 4. SERIES 2000 INSTALLATION S APPLICABLE TO SINGLEAND DOUBLE HUNG D HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURUSDICOOFN WHERE PERMIT IS APPLIED TO. INSTALLATION S RMUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14. ATRIUM WINDM AND DOORS, INC. E - 2 HANG STORM PANEL SYSTEM"" IS PAMULY PENOM, 5. ALL ALUMINUM EXTRUSIONS TO BE 6003-TS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A. 50E SPECIFIC PROJECT: t.e. WN€RE THE SITE CONDITIONS BEMIS FROM THE P.ED. B. ALL ALUMINUM SHEET METAL USED A7 CLOSURES SHALL HAVE 3105-H19 ALLtri`. (D) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IWA LATION 04CLUOINO LIFE SAFETY OF 7. ALL STEER. $HIM METAL. PANELS SHALL. HAVE STRUCTURAL QUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON TANS P.E.Q. PROVIDED .HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DESIGNATION W/Fy- S6.5 kbi (AFTER ROLLED). THISAFETY AT DOCUMENT. CONSTRUCTION SAAT SITE. IS THE CONTRACTOR'S RESPONSIBILITY. & ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASf SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PEAR DIN (c) THIS PRODUCT EVALUATION) DOCUMENT WILL. BE CONSIDERED INVALID IF MOOFIW. 5001E W/ SO kai YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.1&4. (a) SITE SE PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL THE 9. BOLTS TO AS1M A-307 GALVANIZED STEEL, OR AM 304 SERIFS STAINLESS STEEL WITH 38 Obi MINIMUM YIELD STRENGTH. BECOME HE ENfSNEER � RECORD (E.0X) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENO[HEFF NO' RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.ED. E1MNM SWU.L 10, ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS LATTER T14E SITE SPECIFIC DRAWINGS FOR REVIEW. (N m FXlcnlr; > 0 REM, (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - 1/4"0 TAPCON ANCHORS AS MANUFACTURED By 11,111. BUILDER, W. (MIN. Fc-3192 p...Q RECORD TTWT PREPARED If. - 1/4" A X 7/8' CALL(-1N ANCHORS, AS MANUFACTURED BY OEWALT INC. (MIN„ Ve-3DDO P.J.) Ilk STORM PANEL MANUFACTTJ,RER'S LASE) SMALL BE LOCATED ON A REABLY VISIBLE LOCATION A7 ]FOPANEL INRM - 814-r0 PANEtMATE FEMALE ID & RRNEU4ATE PLUS ANCHORS, A5 MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ACCORDANCE MATH SECTION 170B.9.3 OF FLORIDA. OUJLDMO CODE. LINE LABEL SHALL BE PLACED FOR EVERY OPENINO. (C-21350 p.b;N.) LABELING TO COMPLY WITH SECTION 1709.0.2 OF THE FLORIDA 13UILIXNG CODE. At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 13/4' AND 2• FOR PANS AATE FEMALE 10 & PANELMATE PLUS. A2) MINIMUM EMBEDMENT OF 1/4.0 X 7/8• CALK -IN ANCHORS SHALL BE S 7/8- INTO CONGi£TE, NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED. 1/4. 4-20 SS SIDEWALK BOLTS USED SHALT. BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL DUST) TO ENGAGE 3/4' INTO ANCHORS. E� A. Rta A3) IN CASE THAT PRECAST STONE,L OR PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE DUSTING WILL j FLOOR. SHALL E `�: • �`,jCENRj"�. ' ENOUGH TD REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALLBE ALONG• AS M (8) T?d EiCLSTih'Sa. CONCRETE BLOCK WAIL, .. ' N0. 44167 I*: - 1/4' a TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDER. INC. FLORIDA BUILDING CODE gfth Velocity Hu am Zone ' - 1/4" » X 7/8" CAULK -IN ANCHORS. AS MANUFACTURED BY DEWALT NC. (Fm-1500 p.s.T.) x .' p °lap° nTEw a c 20 GAGE GALVANIZED STEEL STORM PANEL F° - /14--10 PANMAAATE FEMALE ID AND PANELMATE PLUS ANCHORS, �• t AS MANUFACTURED BY ELCO CONSTRUCTION '- �� GRAM or. PRODUCTS (Ern-2071 1 p.&L) yAF ♦ w/M/2W i L E C O GLOBAL PROTECTION PRODUCTS, U.C.WaC N1Ac. 4NW0 x,L s1 ATIa2T ! Na. Ah Wes, •N. A, INOoawa n 7•tN nwf1E (a44 Js 5 .14 [wn> (/ Al-1•T• .tit RMR I9,_,AN 094)■-a7a7 20-176 p; aM-OW071I Am w wR EY. w ,a ILQNRA NP: 4Wf.F1A A PL ,7. a a - •' man " OF a BCAtE AL 1 1' ANEL 1 INTO 20URED CONCRETE OR CONCRETE BLOCK ma -om �Ea4D1 � CAL iA`NAv OF `'4i aNt�41c �` j `': TIN MRt t. mNlmaE� 1 1 1 sEE FCNWDIM.E ; am ENEET 74 a[As 1 �MArO� SEPARATION I W I 1 aM>OLAP 1 i ) 1 f j / 1 ANO DIRECT MOUNTING IN=, SECTION 27 sCAE 3/6-1- AtE t.. SEE spFREE-0- :mTKWS 'IrtlaS FaR NRE a MR AT TEN Is AS or gWpt 1 TD TWaI{s aA CM] M bH TROo dU $Tf' tER kSTALLIaRW TiPE aN. SNEER 2S �.lnai� aF _••L�•!�d Tat i 9ormw ua1NTWNas CAN NS COMOM N ANY TOY bD RAT' AAA' Ea. - E,14; os1NM;E ( E�sGIu) nE aH i. m iti 'f %(•fiL•.� � Af i•.A � n N,,ww'wDI b "rE' ac mom9am 5 J4w-Ian//v J+'wnJ]2' ••W bN • anN IhiNM �w&'sN`i�32• MDIF 1 N (n Cu O U Q O 2C Co U � C ( _v O cu '� ^Z VJ O = O O W O CIO E O .N E OCL w 2 ._ /�� v! Q. Cu O CL O LLI = Q z z Q J CL. SHEET NO. SH 1.2 MAXIMUM A.S.D. Maw P j MINWMO TAIN I APP�E m t iR pyt� {SEEASd Cm +86.0. -7"70' OR LESS UL2 9/16' BOLTED • ,', X. 3', 11W, YW &3V +e&A -75.3 70. ORIESS 2 7/8• GOLTED • A' & - M 1EAS71AE0 FTZ I GF PANEL Or WNUK R AT OYEWLA' & 4 OF PA&L. LENGTH MAXIMUM AS:D, DESIGN PRESSURE IRATDAi RI. WXNAWd ANCHORS SPACING FOR L 0.: 3 1/Y ^ APPLICABLE To MY COEIBttlammm, OF THEN A41MMUu Pma LF.N61N T.' (Eu) TAPCOW TAK-IN PANEL VAR FEMALE ID PMEIMM PLUS 70 CONCRETElo"DolmIE m tX1NORElE m tXINCREiETo ca'KNETE m KX71RXW3Eoar ID 12' N/A 12• NIA 12, N/A 12" N/A 1' a Y (B(W) to" 3• 5" 4• 5" 4` 1' BOTTOM)+ 12• 3" 92" 5" 6" B' 6' . B" 1' 801TOM) 66.0, -752 NIA NIA N/A N/A M/A N/A 12 11r It- 2' (BOTTOM) 7' NIA 6 1/2" N/A 4 1/2- N/A 4 1/2" N/A 3' (TOP) 12' N/A 12' N/A 9 1/2- N/A 9 1/2" N/A 3- (61770M) Ir NIA 32' N/A T2' N/A 12' N/A A.(TOP) 12' 6" 12° 9 1/2" 12' ti' 12' 1 it" 4' (B67TOM) *LMUNITED 0&0 P,Rt.. A.S.D. DESIGN PRE85:WMTlNG A SEE &BEET 26 MR ANCFIDRS TYPE & SPACING FOR INSTAUAININS WTD WOOD PLANMINIM BiR,ONeL ANC:WN 'OAI= AND LWDA TE ON IRDIA:E ARE INDICATED ANCH ON I ICI SCHEDULE suNFDL LE. FOR EO. LOSS ,UAW INXDArED pt SOMEONE REDUCE ANCHOR 9PACN8 I BY THE FOLLOMINED wG G FACTTIL. FOR IY OPERATION TO BES IBL ON SC/I SINKING TIES OPERATION m M MUM WA t TED FOR EACH M I191lq FACTOR POSSIBLE.W NOT ee LESS Tt1AN NiNI,aLM sPA;wc INDICATED FOR EACH ANaba TYPE AT SHOOTS U920D. ANOIG6 TVIE 1/4L We 1/P'e 1/4. IAPC9N LINK -WI Aft, A,INDe dPfIXIIa (M.) s 3 ] ? 1f2. Me&tSTAtW 0 ..w .(in) LbmwW ANN, 9k) 3 3 3 s 3 3 1/2 ) 1/2 d A21,IIL iiA DOK - LMMApE /Y •35 - - 3• tJ1G - ,.W AQ ] 1 iB6 00 I +{• REQUIRES M6x. DPiANCE ®ETWEIN BOTTOM OF PANEL AND (D TO ILL 1/2' Max. I v REWIRES Mau DISTANCE BETWEEN BOTTOM DF PANELAND (D TOBU 3/Ir 3/,6• • MAx. COMPONENM FOR REGULAR, LIFE SAFETY & ETZ HANG STORM PANEL SYSTEMS - (SCALE 1/2-1') (TOTAL WNDM)-- _ 2./ 87` ! , j _ /2.SgQ' (UFECTW VRDTH) -- __..-. ---8 1/4° {TYP-) A= r 374 ia6 �I m HONE 1/4 ta50• ! .1E8 OR At 12 1/9 oS. ,543" _:r1.35o..^1 1+-1.3y54•.- .,.30°"--r 1.'sOD• I rOD• I "� ' TD" (MAY BE RLVIREED) .286 �/ elt. OD24" NHL THICKTHICf }�.15 /+ � 3:378'. [ B° t i 1.87t• , f. a £oOE TMP MEM#Ihb � •28D� 1 I .684 - i AM W;J 7 `qx, /LOWS' 1�8lALmmAjaw �NIM 2.125' GEDGE : ,. .tiO4 L-yD00 .125 MAILAR. A ••W crtV. --- -- 1 SANN 0 1.35i4i` �.•�� 1.350'-= DETAR A� PANELS SHALL BE INSTALLED ALWAYS FROM LEFT TO RIGHT Wf !2 1 • LEG AT iDMI AT LEFT SIDE 6F PAf&1. � "�j" �jEADER �3=JUCK�4 A- NCILE_�;,____WITN STUD Typ TOP EDGE 0.024- ,MM1Y7-5 fPA LIP•.� t PANEL GALYA1NfZkDSi)E[I".. W% /tEWt�® l2OOE 37S• ..-_ _ • 0 ' { PANEL'4' tD.05" I 133" 0.270' _ i ( 0.375 0.2W# 1.407' 0.625' s ,� HELaMEq�._,- i �•--,i-ea.67o6• r-'--�a.s9,•----'•1 Lr---2.250'...._._..,. 1 ,,..1 I�} F-- lSOMETRIS_�'F 16��UL a t33 + - , -j 27G 7 ROUNDED CORNS 0 ENDS OF PANEL'S t . 16n. ,TAi6' I 1 t P E END U W HEMMED DICE _. 37B'.._ ' / �_y Fit I - (N.T.S) .375• nerpe�n f TIP. a BOTTOM AN z EocE Hw6L 081" oer 5 KU HOLE WASHER 3 7so I 75p' © �r�y LAgL AT PANEL .07• (1YP.)' i� < ' 3103-H164 ALUM. PLLOY [lire SJ.Yi� _ ( -SEE SLEET 6 FOR ADDRDNAL Ri24"' "•.. .613• i WITATIONS E SLEEVE LENGTH 5 1 ! .091' r 125" L. OWY VAUD MR INSTALLATIONS INTO I h 1.2H0' 1.,.._.. ' .375' ®C�57ROCItIffi8. �,2SN1 I E T-'il l--tiS3'T 2:000'-- aD00• 3.7'1}0". 123' 2.000' R A.sxS•-� I I -A - � 1.05oY "H" "U' HEADER } 730� qa 7 REV. HEADER L�J t^ MIN. To rMax. ® SLEM IN MAX 0 ANGLE ygH1MFl4A, .. 11 "r - TRACK LH y.' PANEL HANGER 374` 3.000' �a4 coal-Te AL aY .BAN R A. Tkj Nhy� 1 #'" WIDEi a.� , ICI Vr{y ,.. (USE ONLY FOR E Z HANG STORM PANEL 1--- ty0" SYSTEM}) W63-T8 ALUM. ALLOY PAD.44167 FLORIDA, BUILDING CODE Non Nigh Velocity HUrcicone Zone 2 J OBB 1 201^ + A ./23' A $ w. a lumm. 0 ® _ o't STATE OF 3 a2om TRIM . IC. 24 GAGE GALVANQED STEEL STORY PANEL 'ohm � oso 17 ) � SECTIONS- � M�OI " %�O'•. Fi �P : � GLOBAL PROTECTION PRODUCTS. LLC. OI"- � � •(;• a�iliEco INC. I� ".2 �Ga W. 03014 lsr .za" A t " •/ N .....WAVE (N64� lima. F 05*}Ph•878T 2D-TINS aVillk-4lTCL "F" TRACK 15 R� yyASHERED yy�GNUT Ana4a. .n wvyw WIANNa itv: � IRA (ZAMAC 3 ALLOY) P.L waltz A Nr„ P.L - 6HIzr 2 ar to •!1 6 WDULE ON 9 THROUGH 10) .ISWTE LEG MAKER "m 9CIekH Gt CONCRETE MEMOS I 174•-m.k• s.s. Ms w/ 0. e k7 t/2' 0.G 11 (SEE SCHEDULE ON - SHEETS 9 THROUGH 10) ! ,/?• , .ia-.- s.a.• ---1 GLASS I 1/4Y-20s,` IA- M^jsU+'r I l""P1" 9& 10 ON I SS. iNt7R- x� ' I ON SHEtT 3) I r. - SPACER AT 1 NI6vA7mrv+aaP 'L` Maw L� .. __ Bur£ RR. 7.45 SEEPANELSCEEDUL'I tlNx'81 OMIT --I ON [Exa_ARSt1NG"( i CONCRETE ARK 1I /•� "•`e - " •'- "" CONCRETE ANCHORS � I (SEE SCHiEOUtE ON (SU SCHEDULE ON ,ram -I----I B SHEETS 9 THRWCH 19) cam' SHEETS 9 THROUGH 10) 1.-.N 9 i 2 1/8" LONG MAX. ALUMINUM SPACERS 0 6 1/4' O.C. VAIN FOR POURED lX)HKWETE ALL DEMON LOADS AM PANEL CDNCRE7E &LUCK EXISTING POURED CONCRETE I LENGTHS PER SHEET 3. (BQtRRED. OR Ef£ BLOCKI" MAX. LONG ALVA" SPACERS 0 +`.: REQUIRED. 12 R%2" O.C. ($ET TAM 01 ON ttR{SHEETS 9 & ia) ACERS (M OR SCNE 3/8.1' MOUNTINGSOAK 3/N E.D. ^ EDGE STANCE NOTE FOR C010HATION OF SECTIONS: (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUBT ANY INSTALLATION. INSIALLATIO DEIAILS FOR SERIES 2000 it 1090 INTO EXISTING W OQ t STRUCTURES E--Z HANG STORM PANEL 1/4"A LAG a Ir O.C. W/ 1 11r Mtn. T o"= P19mmmoN / i .,r 1 ?'x4• mox; 1/4•e LAO SL'RkiNE Y 5' OC. W/ 9 I/2" ,W+. TN6fEADEO PENEIRITDN 79 004IN0 WOOD. MFADER. m OLSW WOOD 19'ADEN. - I - HEML77 kWg4UeF7f FIAT OR ON m k/4'A t.M+ SCREWS a a• O.0 W/ , PENEtPATN1N rxsr� Tf9R'A T4xY• At.t cer s 1 4 NF TO HA WaaD 1. 4 Cm, / S !.. 1 EA. o o O EA itib CP Ie EA ElND OF 1 (� �i / I I , 4'e+ 4" MSS,. CAM W 7 x WgiG HUT C k? 0C. 1 { E 4'e LAG w sDaEws o s` aT 4 t T4xT' f 2.._-._ i/she-zcw�f/4" TRIZxS i i/z' W,. TNREMiEa P&wEYRAsKse f'a Fa. Era? OF ND O 1 a !L {SFF OEM- 1/24 & NOTE M NRD1'M.0 MMfSf W/ %�"eA3/3?` f. TO MAIM *DOD Hl R. t•� L OF 2VERYI 1 - 4 CPAL '6 (SEE LCML 1124 & L i s ' ]/ta• Cum. PDP ERY Mi 1AIDFMLN ,� LVFRY � Z-7� . ACC OF g. PA ( T NCET4& 3 WOOO WAIM REQUIRED _ 2 9/16" 11M: � rARA'E mi.. I y(. A- ]j4• i A{. CSC 4* 1 s3 0. � W7/Wx3I]Y GlATDN MLSL was TO 7 TO m YNLRSa. I WHO a i FRMO N; HU/T3a 12' O.C. t 2Ile OVERLAP -..... 2 9SEp/FA� / wj • - 7 aYx3XU! O TiPEVERY TO GLASS. ) 1/4st�j3 ttd'/4• � VC-R W - y, 3 i m OLA31i i ; EVERY OVERLAP NT E'16R'Y OVERLAP p 1 gtp 4C gg � ✓ I +J I. R N N• I 9 r' .47yQ{ 3 ow '-( B k I 1W{/WMo iM w A _ 3 fi O 0 12• at. J i+ , O ✓ 1 4Y PANCAyYE FEM4 E D 6 k Jg' 2 OR T A 4• -NOTE PAND.MA,E PLN1S W/ "L 7Ja' i6n. T1NiEADEo1' - ` '7 to 6E1DW) 1/4'e. LNG SCRIMS 0.0 O.C. W PENEfRATD40 1? ,/Y O,C. (2 YM4" i/,.260 � Wj 7ex3/32' wNc I 1' M MUF 1 ¢"YP.,.2ih3/4• iSEE 1 i `)Aht. TINREAQETD METRO M e OF PRAR"Ae �fti T/p OR } 1H ES 20P0 PLATE NGQNAE6 ERA71R. EtNE aW"`". fAf .- i ,• - 1 KWE A l 1IELOW) 1 L� ) } .. rs MA, PANE�MA1e; PU$ w {{ 1��•11iFEP�"tT[4T10N012/• - TFMMy��k` ADTE 1A � 3EL0W) �W , B 1 4•w-2M3f4'. MS W/ 7/a•4w3/3?' I \,, alrr a t2" ac.. MM. (?A)),.�?`TIN' �f JS 1 j i,-?" 1 f4•e.LM 5OEwS a a` aC; W/ I/elt LAC SCRE% a 6' CC W{ t/?• N"" iNRF3DFD PENEIRAT§ : 1 1j2 tan. THREADED PWERRAT90N l4n (2,{+, It WALL vOR ALTERNAWE 2 V SCALE 1/4'.1' j � O ) :2' Min. 2•x4• ADDD '^ O MEw/WiN OF PLATE EDOE PLATE REQUIRED FLAT ALTE NRE IN SCALE 1/4•.1 ! FLOOR 70 ��� BUILD -OUT QUNTING INSTA 1tON � 1. INSTALLATIONS ARE MY VALD FAR BUILDINGS WITH ASb. DE 1014 LOADS TO UP YD 5o1BE WWOW 7FRAME .SiSI6II�di.. 9/*H41NRtN Fi L•j A.rW .SCALEUP 2. FOR NEW CO1STAUCROM: 1YCOU SOUTHERN PINE 1Na, 2. W/ SPF,CITC OENSTTY 0E D.B6 OR � w'+w�>"a��.�.:.$fi /AI^' SCALE A,� 1/4 A.1". 3 FLORIDA BUILDING CODE (High Velocity Hu one Zone r� im SEE SPECIRCA AND REDUIK3tOW5 iW! O P all AT TopM A4 WELL AS PAMEL�C(WdffCIDN s * ;` No, 4 157 : * I�1 mo2a STEW fz 20 GAGE GALVANIZED STEEL STORM PANEL m m TRACKS E27 ,-CA AT lM7ED O3 loan aR maD i1TSfA.IADH TYPE aN SMUT 23 4gER .�^-a'. -00 57AT GF� . �" LOBAL PROTECION PRODUCTS, LLC. °T�rmto .uWir F1]R a �enorLa AL APruNnmt TOP & DOTiWA bN BE COMBINED IN AM TTVE TDP NF WE'.W(3 FIT& : �' { 8 A. l?nN± t`xLA x�x IN �(`i �a,ca ..N._, / ON ,. 'VNANNNtM �R. t. r,&. At 1wM 4Ya04 N srI" Iww , 4ns) n1_,6a4'4N V+-16m . sw. IP sI,+EET Allow, Omt iL Axx 20-116 (864 Ta4a (A64it�-aNt :. 6 WAY m 51X7 ANY INStAUATION, SO" 1/4" . 1' MF PE SEht/MaTNTuIeCjDATE NOTE : SH ITIR TWACI9 NOT Dow FOR CLARITY CA-mork,P WWUFA A. A P;L 1 " PM4-1 f4 I . - , _ ARM a W 26 - � �.11 W M,� frRXIMUM PANEL LENGTH L+" OR "L-" (1t.) D MAXIMUM A.B.D. DESIGN PRESSURE PATING (P.6.1.) (+ ar -) CONCRETE & WOOD INSTALLATIONS t L+ U =0 rl'-D' Ii'-8` 310 t t'-.8' 10,4, 354 f0-to" -Ns 10' " 40.0 10-1' W-4` Sao SO 6a0 8--5^ Y-r 0&0 6'-D• a-4• Z5.0 Sao r-2• B=" $S o Y 0" 8-S` 90.0 6 -9' 8-2' ILAO 6'-01 61-G' - 1000 B-S' s`-rl'. n1AA 6-3" 4I•-1r' s-7' S n81E_f'ANZJ.= I11 iRiNIED AT Et;CN END WITH TRACKS. ( (il. & $ 98 D.M.,�•�• ���'': '�orWL MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) G MAXIMUM A,S:D. PRESSURE RUING (P-04.) (+ -) CONCRETE & WOOD INSTALLATIONS t L+ Iv- 20.0 W-4• W-0, 2S0 t1 -10` lY-T 30o li'-NJ' fO=Y .mo ro ro" a-9 40.0.. 9-6" 9-Y•.. 45.0 ALSO e'-3` 71-91 6ao a -o' r s #&a HOLD r-s• 6=1Y" 75.0 7-2• 0 4, Sao at'. 61-5' 850 7-e 61-3" 90.0 6'-8• 6' r FOS.O 6'-3` 115.E N-6' MINIMUM SEPARATION TO GLASS SCHEDULE A IMU AKITH PANE(in) W $PEED A; 170 m.p.h WIND SPEED > 170 m.P,h VNIBETTLAIMED RESTRAINED MOWTAMIM RESTRAINED 3O OR LESS: 1• r 8 1/4' >33 TO LTD 1' T' 7 1/2" 7 1/2" >90 TO 145 ,' 1' 7 tIr 7 1/2" >145 10 isq 1' t' 7 1/2' ULAHUTAd PANFI LFWATH Ana FOR A GIVEN MOUNTING CONDITION TOP BOTTOM CWECf MOUNT »Nx HEADER .U» HEADER 1ST ANGLE "P" TRACK AtN W 'i" TRACK - DIRECT MOtMT 46'. 32• 32" 35". 68' 1" SO" 4 1.5'X7.5' STUD ANGLE 35` 32 32 32' 4r -36' • 3 ^C TRACK $6, 1. 1. 42" 07" 11D• 60` 1IS 50• 3a• 32' 3r 8O' S8" W. 1 50 32" 32' W80' Se66' AAx ANCHORS (SET: SCHEDULE ON . ------ SHEENS 9. 10 all) -�- 8 0 1-�-r r--1-�-r-��--T-t--i-T 1/4, 3/4. 4/5, 5/5 & 6/5 11111/6. 2W/6, 3W/7 & 4W/7 r MAX 0 T r-T'T'r-I--T-T-r-I-T I PI LIED PANELS BOLTED PANELS W/�M-20x1' S.S: M. SOLT W/ 0 FA. OVERLAP I CABLE) NS i r (SEE. SECTIONS AS APPLICABLE) / A D.M..Q• (�® - - I f f oor 3• MAX._ i MIN. 115/B. 2W/8, 3W/7 & 4W/7 4. ANCHORS (SEE SCHEDULE 9N SHEETS 9. 10 *11}------------------I REGULAR STORM_ PANEL M ELF TA ION 2.6G7•,i4• M GAP{'' WOVERLAP -1 WE�LE `NiJ£N) y{ SECT QN A -A NTS,. (2) OMN A . f(3) SEE SCHEDULE OEM FOR. AWN PANEL LIMIN FOR POROSITY QUALIFICATION. I't' I i5FA LAT INTO WOOD FINE LISTED. TO * 95 P.I.I. MAX ASS. DEMON PRESSURE RATING * : .44167 44tS7 TEOF � e2026 WIDA, ND. DE C O ITIC DOGE GALVANIZED STEEL STORM PANEL PROTECTION PRODUCTS. LEG. 07/�/7Am a'N,�+'•.; f!R(ilp ; ••' k4`'�/ J'Yt% ANY24 as ant... ]m; ww..Imw, a m,r 41Uti 1=MI4F 2D-11s 4y "' % l%JYS x.N6�'`�.•'� n... wB F!b ut-Ua, M - INBYF: {i 1 -7s", FAY: (96H)E6w-41N1 INSTALLATION DUAILS INTO WOOD STIR CTURES t, MITI V t SEPARATroN 4 1 --�1 i jll WOOD ANCHORS / t `', {T- TO GUIs. .yG/ I f= (SEE SCHEDULE ON f �'� 1/AY-.mi• ! -_(SEE SC24EbULE i ,/4•b2mk• ii ,� SHEET 11) s` ON SHEET 3) 1 x,� pmOtas_. ./e�>s � � t - 1 i.L Max. -' PANEL LENGTH WOOD HEADER. p [[ '.�.,./ WYXM ANCHORSy ` R K,'LASS {( Mai REQUIRED, / ON : ii ;,. P L..... -.- 1-' i OAf sFiEE7N SCHEDULE FOft 1/4" SHEET 11C51EIN3LE i I SPACF2 /I`II _ 7/2` MAX. /Zlll - Di I SPACER j a i` 1 - \ f( I I LD404 j WOOD MEADER- RMAX. j EQUIRED ED (- ``�- R EO N t ALUMINUM LONG ALUMINUM SPACERS 0 12 1/2' L-i LJ E�. I t 'f I 4 f1I O.C. (SEE TABLE jlt ON SHEET 11 ) j Min. T 1 I E I i {) 1 t!V j SEE NDFE +' BETAYN FOR UMRATIXNS FOR 4I ` MAX. ) I MAX 6 ? 1 1 1/2` LOIN SLEEVES. E� 1 { m DYASS f" PANEL LENGTH T I 1 if1j, (ON SHUT 3LE- i DULE L (SEE SCHEDULE M { i..-PANEL MATE FEMALE 10 OR PAWN- ANTE E 1 ON SHEET 3) 4- .. .L.._ 04 SHEET 3) h"PLUS (SEE SCHEDULE ON SHUT 1t) I.DOMw. i M11 OW8"7 •N") EXISTING E;OSTttNi,- PLATE fE' aAcs r DIRECT MOUNT Wf SPAS IQ ALTEMIM 2V j„"'" I SCALE 3/8"T• ! N,tl ' 1 .f'' :TEE TABLE 1 ON SHEET 11 FOR MAX. PANEL LENGTH'S a !..''. 0 12 )I2" OC I MAX. FOR THIS .D DEMON LOADS INSTALLATION, or v ED ,f i (F^� -i t 0 12 1/a" D.C. � (, - EQ WOW ANCHORS DkDk NaE i 3..'r(S D1EFAt1LE/ OV UD SPAN TIN M11Y tE 1 t/2• LAMG T. EO \ ( �� I E I ! ! II< _ q' i I....l~� F E i4 _ SHEET 11) {1)VAX A I (I '- 2'x4• WIND -_. �'. A 1IK L MAN ROOF I (qRW R681IaCggN iFest ANY 'J 3 + BALOW HOW CUMWlTY RMOATIU qN SMFFY 11). PURE RLi)IJI t i' Y ° i BIDOD ANCNORs i �% t s i .•.: 1" IAd.. RtiKAN TO WAS I1PMA'FF�R :' "X4" WOOD � STAAGERED W/ STUD GN S8E6T 3 MAY CE RE011CkT1 m 1 4" ,+9 � _-. � .i-,"'(_ » : � TE REQUIRED W NiCI 9ptf0 'PMOD 9A ppAEI.. WOE FDAME W aR 1 { 1 {SEE SN`tIEDULE ON IX# M" THE FC1U,:AANI CtiNgIRCN�AE .'f4 L..... PAID. IN1E AW6) 64ALL 6PMX7p M4'NwAF AT 11}4" q:F I 6 3t4F.ET i i) 1 REST104TWa "ON t2 11r OA. $Fip6p MIA = ON t [ 6). [ I F I (1) IiIAIt�Ht6t � OEM PRESSURE 1AN0 'HD. -0 P+1. (3) MAX 24 MM PNY6 LEWM W VATO 70 W AT ANY OPFi ING _..1.�y,, i TWA IAROER PANEL FiNTW NAMED ON O27 iN•tWRAH SIOR4, O' IR tE11C1H R MOUNTING (3) SIM PANEL OWALAIKIN W MY (4) t I/rEEI LONG coNmarEtlt /u SN2U. /6. I1DDM® ON � SCALE 3/8.1' MWET 2 w3TASAWnN qr, 1 ,/Y LONG VAIN We Its ONLY ,WALL ALiFRNA7tvE 1 W NOG AN OMM WOOD MANE IWKLL 3 AS ODTFJU IN ABM WYA W4Ii FOR zalffb 1, 2 AND SCALE 3/8w1' {4) NN40M)A1tO/Z OkY NR WIND E AN THE 2M (He EMIW7) OF THE FUNNX eukow cm & ]PEA A9M E NMNNNA, / FLORIDA BUILDING DOGE Non High Veloctly Hu Done torte NOTE FOR COMBINATION OF SECTIONS; 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S,M 3*; NO. 44167 ': ¢ own tmreEo, w- 24 GAGE GALVANRED STEEL STORM PANEL PA. DESIGN PRESSURE RATING (p.t.T) AND PANEL LENGTHS a * * . -_ ilAtlel et: * TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR £ -q $TOTED A "^ GLOBAL PROTECTION PRODUCTS, U.C. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) s y: ,Oy �L E C V tNS.W dGE: INWAULTTION. •io ••'(DRIB) - MINT T16e aSMW su 3t STREET EN9utmEElWlo 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD $A'2,W Aw tE.Owe eV4m. a >T,w O,AE, FL. usµ «••" "'" 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC '.Sj : 'a „'N„"'01Q b1oe "'^tQ°' P1D`K: iNst}�-76a, FAIN tR64)EeP-a1c7 C0"WOM219 .ant. eWelnpN _ +"Aw 161 GRMM10 Nt DENSITY OF D.55 OR EQUAL. rNt1El1D1 wa7FR ATIJJf m, Pt 44T GENW L,NiTESIwND 9laR1E IAA61st (C) F]OSTING WWCW,0 IMM. ePF„(,yF, -(': V)IY L-.m O.Y MIN 1, 1. STORM PANEL SHOWN ON THIS PRODUCT L-1 .UATICW DOCUUENf (PLED.) FaV BEEN VEROTEO FOR COMPtL1NCE WN ACCORDANCE - 1/4- TAPAAM ANCHORS, MANUFACTURED 8Y I.T.W. BUILDER. INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - MATE E PANELMATE U AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - VELOCITY Nt1RRRGNE ZONES (MMAHI-DADE J BRfiLYARD COVHTES). - 1/4•e LAG SCREWS vER N.D:5. 1/4'0 L G SC IN N, DESIGN MINED PER 1609 Of N CODE. FOR a WIND ESIO WIND LITRE.+ SMALL BE DETER AS SECTION THE ABOVE ENO 00E BASIC - 7 16"e x 5 8• WOOD I4USFWNC AS DISTRi8U1E0 BY POINT SCREW BOLT 8 SPECIALTY ALL CW. CO T FOR SPEED- THE JUR WNtiYL STORM PANEL Wltl 8E INSTALLED, AtED FOR A DIRECROtMUTY FACTOR A5 REQUIRED tN E LSDICIION ALLED. K .O 7-16 NO EX THE MAXIM AS.a: DESIGN RATINGS INDICATED 4 $5. USING ASCi AND SCAR EXCEED UM ( } D€S PRESSURE Rh TIED ON SHEETS C.1} MINIMUMUAALETHREADED PEMETIMTKSFi INTO WIND O" TAPCON ANCHORS 5}lAd. BE 1 1/2" AND 2° FOR O.LO PANELMAYE PLUS 3 9DE 1?&S 18 1W7 7, AND PANELNALE FEE4ALE RD IN RY THE ON ULTIMATE DESIGN WIN DEtENMNEO PER 7-16 SElALL. W FIRST ORDER ?T1 VERt SEINE CONDITION, E P LiTADS ASCE REDUCED TO AS:O: O€SION PRESSURE RATING BY MULTIPLYING THEM BY (L6 IN ORDER TO COMPARE THESE W/ MAX.. (A5.0.) C.2) MINIMUM THREADED PENM'nGN OF LAC SCREW. INTO T14E WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. Is, PENETRATION INTO STUCCO SMALL BE CONIMMEO AS PART OF THE REQUIRED THREADED POiETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 331E INCREASE IN ALLOWABLE STRESS FOR MIND LOADS WAS M USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN GOSI kNED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED IN THIS DRAWING ACCORDANCE WITH N.D.S. 2018, STORM PANEL'S ADEGUAC•Y FOR IMPACT AND WAND RESISTANCE HAS BUN VQam IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PMETFIATION OF WOO} BUSHING SHALL BE 5/8•. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM THE ABOVE MF nwHED coo As PER AMEPoCAN TEST LAB OF SOLtim FLORIDA REPORTS p0814.01-01 NW 0021942-09, AS SHOULD SIUL'CO EXIST, AND I• MINIMUM FOR WALLS WITH W STUCCO. PER SSM 12-99 At ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #1123.07-10 AS PER TAS-201 MO W-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF Ttt[ C.5) IN CASE TENT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW WARDS 13E FOUND ON THE OUSTING FLORIDA BUILDING CODE. WALL. ANCHOR" SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL BE AS MENTIONED IN CA). C.2) & C.4) 2. ALL ALUMINUM EXIVIUSWNS TO TA 5053-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLL"NP, ALL OF THE RECOMMENCARONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE M05-HI4 ALLOY. S. PANW MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHUTS 4 4, ALL STEEL SHEET METAL PANELS $HHALL HAVE 5TRUCTURAI QUALRY STEEL, ASTV A-653 ITRADE 84 MINIMUM, G-60 GALVANIZED THROUGH S) EXCEPT THAT HEADERS('} &(B SHALL NOT BE USED. S)EEL DESIGNATION WIPY. 92.2 kA (AFTER ROLLED). 9. R 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 316 ALSO SER S OR CORROSION RMSTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 50018 W/ 5o W YIELD STRENGTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 to EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTEIM71YES IW, 3W & 4W ON SHEETS 4 5 6 & 7 RESPECTNELY• NAVE A L.EW" AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO 6. BOLTS TO BE ASiM A-307 GALVANIZED STEEL. OR A19 V4 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE R'E9NFORCEMENT DURING PERICDS OF HURRICANE WARNING. 7. ANCHORS TO SR1LL B AS F WALL E O1,OW6: il. THE INSTALLATION CONTRACTOR IS TO SEAT CAULK ALL SHUTTER COMPONENT EDGES W1CNAEANLN IN GdTtNUM°CONTACT WITH THE SURGING, TO PR€VENT WD/RAEN INTRU�N. I (A)IX - 1/4"0 TAFCON ANCHORS AS MANUFACTURED BY I.T.W. SUILDEX, INC. (MIN, Fc=3192 P.mJ.) 12. STOFIA PAVER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONINO REGULATIONS - 1/4• w x 7/8' CALKAN` ANCHORS: AS MANUFACTURED BY DEWALT INC. PROVIDED EN THE JMSDICTINN WHOSE PERMIT IS APPUED RD. - (MR,. x 3/4" SOLO -SET ANCHORS, AS D+STFIBUTED BY ALL POINT SCREW, BOLT & SPECW.TY CO. 13, (a) THIS P(mOKT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS C04EMC AND DOM HOT PROVIDE INFORMATION (HIP. rt-.TODO"-I-) FOR A SITE SPECIFLC PROJECT: i.e. WHERE THE SITE CONDITIONS iWVIAT'E FROM THE P.E.D. - %14-10 PANELMATE FEMALE D & PWDJ447E PLUS ANCHOS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4'e ZAMAC NAUN ANCHORS. AS UAERIFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSE POR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR ELM PANELMATE TWO BASED ON THIS P.E.O. PROVIDED WE/SHE DOES NOT DE\MTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPORMENLNY. 1 3/4- FOR ZAMAG NOUN ANCHORS. IF a TNts PRODUCT EYA411,ATIOFt OfK:UMENf WILL DE CONSOEREO NNN}D MOOFIEp. _ A ..N & -SET HORS SHALL BE EMBEDDED 7 $" RTO THE POURED CONCRETE. NO EMBEDMENT INTO 2) STUCCO SHALL, BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (e, SM SPECIFIC PROJECTS SHALL M PREPARED BY A FLORIDA REMWEED ENGINEER OR ARCHITECT WHICH W9.L BECOME: THE AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY SE H&AG€D SCREWS OR ALL THREADED SGREWB W/O HEAD, ENGINEER OF RECORD (COLT.) FOR THE PROJECT AND WHO WILL BE P95PONSIW FOR THE BUT WONT WINO NUTS. PROPER USE OF THE P E.D. EhGFNE€.R OF RECORD. ACTING AS A OaEGATED ENGINEER TO THE P.E:D. ENGINEER, %K1 SUBMIT TO RCS LATTER THE WE SKCWIC DRAWINGS FOR REVIEW - A3) IN CASE THAT PRECAST STORE. PRECAST CDNCIMM PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEI$NO SUCH PANELS. (w) THIS P.EO, SHAD. BEAR THE WE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ANCHORAGE SNAIL BE AS MENTIONED IN At) AND IN A2)ENGINEER OF RECORD THAT PREPARED IT. (8) TO O051TNC. COMETE BLOCK WADI_ ASTM C-99• 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4• I TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BIIlDE7K, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDINGOWE. ONE LABEL. SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY Will S€0710N 1709.9.3 OF THE - 1/4' 0 x 7/8. CALK -IN ANCHORS, AS MANUFACTURED BY MINALT. INC. FLORIDA BUILDING CODE. - 1/4 10 X 3/4" SOLI) -SET ANCHORS, AS MSTRIBUTED BY ALL POINT SCREW+ BOLT & SPECIALTY CO. - /14-10 PAM€UAATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRO IINILENHN - 1/4" I ZNAAC NAIUN ANCHOR$ AS MANUFACTURED BY DEWALT, INC. A. Tt(+ ♦yY°V'A•�YC(i ,gyp ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC HAWN :ANCHOR, INTO THE; FLORIDA BUILDING CODE N00 High VaSacf HurriOone Zanw BLOCK UNIT SHAD BE i F/4"- 8.2) GNJ(-EN & SOW -SET ANCHORS SMALL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT. NO i ,44 67 _ `2a0 IL'�0' A°�' 24 GAGE GALVANIIED STEEL STORM PANEL 11Mw STUCCO SMALL BE PERMMM. 1/4" e-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD SEXIST. * Z' '-. AND I' MINIMUM FOR WALLS WITH NO STUCCO. STATE IL E C O LOAN:. GLOBAL PROTECTION PRODUCTS, U.G. aT 9 9.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. SIUCCN7 OR WOOD BOARDS BE E,F�ORI , :;4 e usn wom A. an c 4040 ii inter+ EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P Ark •...... \�:A n.,. ,LINO m-�s '. a, , pem 4s1.w+ nNTKE: (o64Oam-7ARa One W)AA-w7WT 20-175 ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 8.2). ''. /ANAL � '�cA-a0pg�j°iA wr,s s,A Kaewe+. DRAWN; wa: ' 1IE T` ^ A N Am t.TA ICI WATURPI tFNNlllll n It A ,mi/T Jr.f P.E. n-I • I I matt I or 1a INSTALLATION DETAILS FOR REGULAR PANEL D INTO POURED CONCREJE. OR. CONCRETE BLOCK STRUCTURES F�t CONCRETE -DER mCONCRPoE-TE�%OCX ' iM CONRR€E BL j ' REDUwa REQUIRED. CONCRETE MOR6RS, *% ('SHUTS CONCRETE ANCLiOtS_ (SIDE THROUGH H0) ,.-., ---17 ! '+✓' THROUGH t0) --�-{.� 1 1 `�✓ Ci Rm ISTING POURED 1 112• :. _ g ----` CGEECREEE /�•� NEOIXRED. 6LOCe...K 4:/-E 1/4' MAX. / I 1 1/4" j CONCRETE ANCHOSS ✓ I r.� f L ED. iMAX..-._..,) E (SEE 550hIEDULE ON 1 SHEETS 9 iFNOUCsH TO) 1 j�/// f I 1 I c two ARATION' T TAIL PNiR 1 tDtCaR auD1 T-K) _ ICI ON _'jl � _. it NsE FdI PMRk9 I E p. a I ,. 1 ETIFST9HG (SEE SCHEDULE ' t (9� CUSS ON SHEET 3} PAIL LENGTH � � "L• 1 F (SEE SCHEDULE SHEET 3) 8 9 t @ 1 Ma T.• um 4A9n. BEPARATtON ! LENGTH To CLAS 1. ! LENGTH (SEE ( $CWKLE - I (SEEELSCHEDULE CONCRETE ANCHORS L�_ (SEE SCHEDULE ON i - _ ,� _-_ L -� �3 SGHEGULE ON SHEET 3) E ON SHEET 3) ON SHEET 3) SHEETS 9 THROUGH I' j 1 5O4 # 'V EO NS.K 1 ! , j 0: 6 i lJ I ED, 1. �' j MAX. I t.4'A-:oeR[AD It.19 (5OX j OF %7 Gw5 E i I 1 1` ; MAX, MAX i ) ' � Co. ( i I E D. I - } ,2• T ._.-_ __'-_ _4..__.. _ E,b. EXISTING ,,,ate' iD1 w p it Mx R E BLOCK OUItt@ - 12 1/Y 0.0 AS I ODNOOTE ANCHORS �) (SEE SCFE®ULE ON'-'- l I TERNATE /]4"-lo W/ Mrt I, MITI. "• - SHEETS 9 THROUGH 101 W/ ® ONLY WHEN SOLID LEG LOCATION I �s;�; SET & CALK -IN MPH( S ARE USED & W/ WHEN =-� CRPOU POURED CONCRETE ALTERNATE CKM4CREIE #• L-,RGSTWG POURED CONC�IE ANCHORS ,0 DONCRETE SOCK TNEQUNED. OONCRETE ANCHORS{j AREPAMuAAIE$ REQUIRED. ARE USED. (SEE SC9 ON STAGGEfNED W/ STW {SEE SCNEDUL€ ON SHEETS.9 THROUGH 10} THROWN SHEETS 9 THROW" 10) 1#lill,Q=4lSE�-IL SCALE 3/8.1 T1i TiONIi3St SCALE 3/8-1• WALL lLQ1tHl 1 ECT L(OUNT P• SCALE 3/8-1' tC,i�11111/rIM4 A Ttr��r" wwwVVVV- 4 FLORIDA BUILDING CODE (Non. XI h VelocIty Nu cone Zone E.D. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) .------- -- NOTE FOR COMBINATION OF � TOP a BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY ? - 0. 90'•. 'g+t° .4 187 sTnTe t3�e'-c F IDRIOp`^:• 24 GAGE GALVANIZED STEEL STORY PANEL '^ GLOBAL PROTECTION PRODUCTS I.I.C.= 1 L E G 011Ni. E TTGL- T 1w 4100 TINS 31 6mFE7 as"..4Lr.At.,eat9wnaR-M144 :�M314 •' CWAwN " - INSTALLATION. ti F xy 1�-_-'---'Y./7 G? Twe.. fatty n,-we . ra : t= W,w, PNom- 064)w8➢-7aR4 FAt {w64HIw-6Fw) 20-TINS ArAAN "t t.w..M... waTAN1 - - AuMN dK WM.iER .a1Jr„ P.i. ,r"1Y • MIRY 4 or is INUALLATiON DEIAAlU FOR REGULAR PANEL I (NTQ WOOD ALTERNATE LEG Y OF 1•:XISTNNG WOW �+ f ! f .,� �/ BEAM BEAM TOSE 4',2•AYTiFlE6 BY _ i ±F RECMTD ENGINEER HRIECOR ' ✓ . T6T� TO SHUTTER! {, 1Nsf ? J t D ANCHORS ALTERNATE WOOD AMCAR%�. ' tt i I �-gip % St. p*- �� SEE SCHMOU ON (SEE SCHEDULE ON !( = I .EO..g ' Oi'w4ywVEM T0, 9eREw % SHEET 11) I" Y/a•-2vat• 6x W/ `�W SHEET 11) +a MS Act TIT} I 1 r rz a ,2 i/2. O.C. [@ J MAX. WOW REQUIRED/ 1 SWsW6 WOW ANCHORS ' !}1 ZS i I/Y of (SEE So LE 69 l� . Sim 11) 4 tS€PARAT.(SE TO 0Lt5 E i I SCE ,/4•r vrlxr L_..3 SCHEDULE 1 ( ON SHEET 3) d 80LTa r , I 3 Mtn. SEPARATION TO GLASS. � MCC. I r (SEE SCHERA E ON SHEET 3) v.+t-2w,• Y• t i ,DeWI OVER T-6') >2• MAX .-f a 6 PANEL LENGTH PANEL lL7K;TF1-.-�.� -._-=='� _ �---- 6A5<WR IIV6 { SCFEDULE E ) (SEE SCHEDULE IXIS'l1MG_t 1 R847If O,Dt 7dj ON SHEET 3) ON SHEET 3) GLAS'i--'I lam.- SDI% 1 56X F 1 1 OF "L I A N 1VAX. - AiAX j - I NO FINISFiI it 1t j n I ii DECKREQUIRED 2"x4• WIND PLATE ( 1 { OI ((I -`�, V7000 ANCHORS:>. Y { Sr.I4MU voo moms ON (SEE ON -,, 3f4�P l.._ '" iI ' SHEET t1) T 1SfHEDULE I i L---2 Mfi...-.M...- AND SEEN! .QO TING 3WUNTING BUiLD-OUT MOUN `scvE 3/8.1ALTERNATIVE 4W 4fR11N1NMAA� SCALE 3/8-1. A A T AAA •r" I = i O.44167 NOTE FOR COMBI,Hgy OF SECTIONS: w s FLORIDA HLtt(9ING CODE Nqn H h Velocity HurrPg411Ni Zone 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.6.T) AND PANEL LENGTHS =--qq STATE C7f ,uam xmxm Ire 24 GAGE GALVANIZED STEEL STORM PANEL ETA""., COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 $90' "t r � INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .Na' 0 07/37/7Nm C O ENC. G1.8BAL PROTECTION PRODUCTS, LEG" Am- MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4Iy4'4 _ITi�E DENSITY OF 0.55 OR EQUAL ANAL E iWATP 113nNe t rNgBN CIovAMr 4wa sw. 31 s1PmET NN 4? uNNltA *Ali, ,M, an R. sa as w,st R Na16r M1W. rL a33ta 20-175 (aW�616. Mom, LAID 6k,-,iN Ni011C• i664)6✓�-73t4. fNN {Y74JMF6142 PL 9FN./9WMTUW6/OMa NA-000671I Ala a. M6,eIM ma a. Ark WN wa AJ.9ZI Pk. -r•.+ i O� U Q O Cu -0 �- N O U O ._ O b.' cL O N M O O LL. %,- O CU > .v? V_J E 0 O O /U) Cu W LJLJ rt /C C-O On !C d N N O >_ V) CV C Vl V O R Q N Y y y Z. C V � •4 u aA c rn c E � o d � C, SHEET NO. SH 131 O POUREDEND CLOURES QUAILS FOR INKALLAM IN REGULAR, CONCREIE BLgCK OR WOOD STRUCTURES: VALID EOR LIFE SAFETY & E-Z HANG STORM PANEL (1) SYSTEMS �}, CONCRETE OR �IE pt VARES , , O ,® • 2• % Y % .09J' ff. H_14 OR -, &FIA 4 & ' 2 FRAME 6047-m Al.wf cw Al1M. Y 1A.y A4KAE ,HIM : 1 J/P 2 -- MITI &DI2'k4'w ? P WED REOIAAEO K f���� fIANCNOR O 12, 0. i 2 1/2' (�� J-. { { 4 OR� 1, 2'%4' wL10D fRAME REO nT0 , l 1 \ � xt/#• OAP j ! 4'VI' PAAEI i0 i t`Y111 R tEaHa7E LEC LOCATOM ie 12'O.a 2' ! VARIES %2`k DS3'N 1 ow Li j SQ4 L 47E' tom., ALUM, AWE OR ,.-.I....r..- i Dom' ' 1 f S"mr 3 05-+1.$# iKYdCK,D. CONCRETE, DEL£.... ,., r -- -, nNGit METAL. AitlAi. tMTfi'PtRM OR 244° YOOU RRIA4i 2• x 4• x ,1g? �..t t' � ! .. 6LDac ( {tYP.) ,..1'A , REOuIREO OR3-16 60805-104 t .«-.. g^ -i. A4 2 1/2• AAGSF"} M '': 1J4 CDFJT. AM Y4x, f - - - - -- -{'- 1/#' • BOLT i 4' k .072' 0 tr O.C. 3105-H14 OR 6063-T6 AIM w/w4xMlt Ca+i Nun. ANGLE CASE A (PLAN? CASE B (PLAN) CASE C (PLAN) CASED (PLAN) SCALE 1/4`-1SCALE Ile -I" SCALE 1/4'-1' SCALE 1/4.-l- / ,V SCUD -SET OR CALK-64 OR ELFD PANDAM NtE O ^- -� '® ".`.Y "'a7 OR 0 -� 6oTF0M ' ?voulkar i.SX PC4IREO TDNC. - ! , OR 25z4 WOOD i . SOTS OF OPQiN9 f SCeON6iliETS MILE MAN. PANEL :.. CmRKtE.7i 0 11, VAAfES FR4tE RFDOMREO AS XftX RLE { t0 a 13 ( - rk4' Y/O30 .FAME "! & F7��yp ) OVER 5 MP4 �i v N WIDTH) EAT:ODFRETE RE0MRE0 x ' I)PETBIID- YID7H .: p1 2'%#' WOOD iPAME _ Ri0i1nEO 's � , (� 1 Y � � OR� ...) W/ ! 'U/' m f'f.RT PI�14N�LLi m 5N^$ WAL (NOM CUT ENO PANTO X • B 0 � Dt57ANCE _ SE_._(ELA ) ��••• /l SCALE 1/4`.1' wa!rML t 4iriml '• 'i NUr • s• aG S� ''L\(iE�( �,''�fi VALID CERTIFIED PANEL 1N57AJ NATION AT WADS w/& -No . 44167 g SURFACE LEVEL VARIATIONS WITHIN 3/4• i ) 74 i t4 s FLORIDA BUILDING CODE Non High wottocIty NMrrfcano zone CASE E (PLAN) CASE F (PLAN) °m'° "LTdCO "'c 24 GAGE GALVANZED STEEL STORM PANEL Duo fN: SCALE 1/4•-1• SCALE 1/4--l- GLOBAL PRUTECTM PRODUCTS, LL w MIL. LIL,IjM 1LIEC o )pc. yA1N1 WOO Sit. el 411ffEt - fy.�% kaam.w,e44n+r YIKFrK3Wr DINE.Fl.333u 20-175 J P!w.IWI Pa17 ri-MN. PI1WE: (Y6fa-766. F1Vt: (Bb40-6797 DNAW -. CA-0006rt9 °iL `5•"'. AOr'•°" PE. - WNTaI A ,N:i L • ]K2c1 8 :d 16 MAXIMUM A&D, DESIGN PRESSURE RATING (p.s.f.) AN ORRESEQN01HO MAXIMUM ANCHQR SMING 3CHEDULE FOR REGULAR STORM PANEL (7 INSTALL OQN'S IN'[,Q MWQ STRUCTURES (VALID ONLY FOR PANEL 0INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) MAX. A.S.D.. DESIGN PRETNGTH LIN G E 0mil MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 +& 7 4PPLf E ALTERNA37MES Q �' OF THEM UM PANEL LE-0 DL) 7APCON LAD 9TXiflW PA ELMATE FEMALE ID PANELMATE PLUS WOOD M19 M 13` 13• 13" 13• 13"_. III (top) Q. tY 13' 13' 13' 111, (Bang) 6 1/2- 6 1/2- 5 1/2- 6 t/Y 6 1/2' 2W (EDP) - - 6 Ile 12 1/2" 6 Ile (677L') V-0OR 6. 8• - DTMP) UE55 r e' a• -e a' (BOtIDAO 3' 13' +45, -45 OR LESS 13, IY 13' 13' 1Y -(50110M) 13° Ir 13` 13' a 1/2- W (w) 13" Ir 13' 13• a" iw (BOtIOI) 6 //2. a 1/2` 8 1/2- 6 1/2' 6 Ile (TOP) - - 6 Ile 12 1/2' 6 Ile MIT. •) >5TO ,-a" 4 1/2' 4' 8 14' 6 1/2" (IMP) 14'-4" 7' ,EI (WIiOi) 10 TJ2.« 9 i/2` 12' I2" 4' (TOP) i3`.- 73" 13• 13' 4W MOTION), • SEE TABLE #T FOR MAUL A.S.D. DESIGN LOADS & MAX. PANEL. LENGTHS WHEN SPACER 0 IS USED, CORRESPONOINS ONLY TO ALTERNATE 2W ON SHEET 6 MAX, A.S.M DESIGN PRE ZING M11MUM ANCHORS SPACING FOR E.D; - AS SHOWN ON SHEETS 6 A 7 APIn)GM X TE7 ' OF TIEII MAXIMUM PANEL LENGTH (n•) TAPODN LAG SCREW PANELNATE FEMALE to PANELMATE PLUS WOOD BUSHING is, 13` 13° it 13' iw 13` it it 1D` Y tw mare M) 6 1/2' 5 1/2" 6 1/2' 6 1/2• 6 1/2' 2w (TOP) - - 6 1/4' 12 1/2" 6 1/4' 12V (BOTL4) 7' 7 1/2` 8' o' - (TOP) LESS 7 1/2- 8' 8` 8' - 3w (BOTTDY) 1Y Ir 13• 13` 13' w CMP) +45, -45 TO +75. -75 IY 13` 13' 13' 13" 4w meow) IY Ir I3" 13' I to, 1w DDP tY 13' 13, 13" 8 Ile 1W (BOTTOM) 6 1/2' 1 6 1/2' 61/2- 6 1/2" 61/2" 2W (ADP) - 6 Ili" 12 1/2" 1 6 1/s 2W (aOTI.•) >9 4 i/2- 3' 7 1/2' 7 1/2` Yf tY _.. TP` 13' 13 S:1j2` IY 73" 13' 1 73` I TO* 14W ($DttLM) • SEE TABLE #1 FOR MAX. ASO. DESIGN LOADS & MAX. PANEL LkNGTNS WI N SPACER 1S USED, CORRESPONDING ONLY TO ALTERNATE 2W" ON SHEET 6 TABLE 1E3 A A.S,O. DESIGN LOAD PANEL LENGTH 40 PSF OR LESS 6,-8' - > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-1.0" 46 MAX, PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W/ PANEL LATE ID OR PANEL MATE PLUS ANCIHORS & W/ SP,�'mlt1 lla 1/2` D.G. .i.:. ,i :.. ,: a S \ i. � - � s : A • L. ` 9 � B t i , i L:.:. n ,� .:.\1.7ki^lt!`^�r:��71��}•1t4.'1.1•J'!.,. (VALID R ,. PANELA 4 4 • •. SHEETS . MAY, A.SCESIUM.D, PRESSURE R47MGRmm MAXNUM ANCHORS SPICING FOR MA CO. PER SCHEDULE BELOW AAPPLKABLE TO SmIm ttA,,, PANEL LENGTH () MAX AJLD. MAXIMUM ANCHORS SPACING FOR Met F-0. PER SCHEDULE BELOW O AXIMUMp MPAa tE17G01 �) TAPCON SOLIDLAPTE - T ANELMATC fElMLE ZPMiC-1MVi81 CALK-INa fNY TAPiX>rl SOLID- T PFF,IiALE LJ PLUS IAM/C-HNLIN CALK-W TO 1 Cq Eff71/2'12 To To 0 '8: ci&E m m m m car 70 a& 16 m or THEM l� IY 13, Tr tY 13' 13, 13 13' 1Y 13' 1 (HOP _ 5, OR ii +es, -65 lY 13" tY it 13• 13' }3' tY tY Ir 13' 1 1/2 1 ) ,OR LESS tY7r 13" IS- IW IY Ir 13' 1 (BOTTOM) 1Y t3' 13, tY fY 13, t3" 13, 13 13' 13° i1 1/2 , (BOTm) 1Y Ir Ir tY IY 13' 13, 1Y tY tY 2 (TDP) tY iY 13, 13, tY IY Ir TY tY 13" 13, tI t/8 2 (TOP) 43• Ir 13, 13" Ir 13' 15" Ir 7S' 13 2 {BO11DM) is, 1Y 13, 1Y 13, Ir Ir i3' 13• i3' Ir ti 1/2 2 (BORON) tY tY 13" tY 13' 13 13 11 13' 13° 3 (1�] 13, 13, 13, 13` 13, IY Ir Ir fY 13` 1J" i 1/2 3 (TIP) - - 12 112 I2 1/2 5 1/4` 8 Ile - - 6 Ile 6 Ile 3 (BOTOM) - - 12 1/2`2 1/2° 6 Ile 6 1/4' 2 Ile12 1/2 - - 6 t/r 6 1/4' 3 (80T4GA1) a• w 8` fi° 7 1/2" 4 (TOP) $" 5 1/2" 8' r 87 6 Ilr' a• 7 Ile 6' w w S' 4 LTOP) _ Y B' 6". (BOTTOM). $' - $' -13' $' 4 8011EiL1): 13' t3' 13• t3' 13" 13" tY ,3` 13` 13` IS" I3' 3 (TOP) 13' 1Y 1Y 13' 13" iY 13, 13' Ir Ir 1 if2 (HAP) 13" 13" IY i3•' tY 13" 13' 13' Ir S mallow it IY Ir tY tY 13" - Ir IS' IY Ir f3" 11 IJ2 5 (BDrrDM) 1Y 13, it IY 13` Ir it tY i3' tY tY 1Y 8 (TOP) 7J' 13• 13' 13• 13- Ir Ir IY 1Y tY IY i1 t/2 6 (BOP) - - 6 1/4" 6 Ile 6 f 4' 6 IN - - - - 6 Ile $ t/4' $ ,"-- - - 6 1/4' $ 1 4" 6 Ile 6 1/4` 6 Ile 6 Ile 6. (BOIL.), 13' S' 1Y 10 1/2 12r r 13` 7- '7 1/2 5 1/2 13- 4 1117 1 (TOP) >5,�• W 14 -4" I13` 13" w tY 13• Ir 6 i/2" 13' $ 1/2. 9 1/2" 6 1/2' 13' 5 1/2• } >5,-Y TO S-6' 1Y I r it IY 13` 9 1/2 Ir 9 1/2 101/2 7 1/2 13• 6• i (60TTON) 13" 7 tlr 1Y 13" Ir 10' IY to" 11' 9• 1Y 6 1/2. 1 (BOTToY) tY 51 fY 10 1/2 13" Y 73' 7" 7' 1/2 5 1/2 13' 4 1/2" 2 (LOP) 13• 6" lY I 13' 13" 9 1/2' jr 6 1/rr 9 1/2' 5 1/2• Ir 5 11Y 2 OOP) 1-r 7' 13' 13' 13" 9 1/2 13' 9 1/2 10 1/2 7 1/2 tY 6 1/2' 2 (BOTTOM) 13" 7 1/2' 13' 1 13" 1Y to, tY to- it- e it 6 1/2' 2 (B€iTTO) 1Y 1. 13' 13' tY 9 1/2 t3' 9 1/2 10 1/2 7 1/2 IY 6 1/2' 3 (TOP) 13' 7 1/r 13• it Er lo' tY to` it• r13" 6 7jr' 3 (BOP) 12 1/2'12 1/2 6 Ile 6 1/4` 2 IJ2 6 Ile - - 6 1/4` 6 Ile 3 (BOTTOM) - - 2 1/2-12 1/2- 6 Ile 6 Ile 12 1 12 I/2 - - 8 1/4' 6 Ile _ 3 (Borrow 7' 3' e' 5 1/2' 7' 3 1/2' r 4- 4 1/2' 3' 6 1/2" S' 4 (TOP) 7 1/2• 3` $' 8• r a 8' 4' 4 1/2' 3 1/2' 6 1/2• 3" 4 (TOP) $' a• B• $ 5 1/2" 7 1/2' 4 ((B�yO,pII�OM) $ - a' - 6' 5 1/2` - 7 1/2' - (WITAO 13' Y tY 13 13 9 1/2" i3' 9 1/r 10 1 7 1/2- 13" 0' 5 DAP) 6 1/Y 13' 13' S3' 11' $' 1Y d 1/2' S (TOP) 2* 10 }f 7 t/2' S3' B 1/2" 5 (907lOM) 13' 8 1/2' lY 13" 73" i0" t3' 10` It` 9' t3 6,r5 / (IDIOM) }Y 9' 13" ,0 t/2. 1Y T 13' T 7 1/2' 5 1/2" W` 4 1/2" 6 (TOP) 13` a' 1Y 13' #3° 8 TJ2` t3" $IJ2' 9 1j2. 6 1/2' 1J' 5 ifY 8 (10P) - - 6 1/4' 6 1/4-15 t/4' 8 ,/4' 1 /4` 6 (aDR,•') - - 8 Ile 6 1/4' 6 1 4• a 1/4-1 - - - 6 Ile 6 Ile 6 (B(7T1:"•- SEE SW 11 FOR ANCHORS TYPE & SPACW FOR INSTAUAr" INTO WODO 44841E 91MDNK # WM61M AN010R-SPiCOM AND ARHRHIM EM OWIM" ARE WD"1E6 to TI15 OMMULE, FOR Ea 665 TWA 0$XCJU£0 ON SUNEpU1E RLLUCE MICHOR SPAOND BY MLA.'RPaY14 SPAM %"mN T'Nt 5CHEDUu $,' TIE FOLLONINO fA0TOR4. FOR TI05 OPERATION TO BE powkiL RE6um SPACING OBTAMO USAO FACTOR SHNL NOT BE LE59 Vm 1RNRAM 9PACIIO all Dom FOR ve" ANCHOR TYPE ON Ti6S SCIRSXAL ANCHOR TYPE 1/41 1 4S 1/e. 1r4+ 1/4'a 1/4'r THICK NkL-off Mt ZWA -- CMX-N 16 WA A4DM SRMCM (W.) 3 ] ] 2 2 112' 2 1/2 6aTAN VAJ 8107C 3 J 1J3" 3 t/3' 3 ,/2 3 IJ2' 4 ASa{!AL � 66B9iLY F'7KITgE p aa9 •+ SPACINGSOILY VALIDWHE14 SPACER( IS l�iD. T $1 FOR MAX. A.SAX DESIGN LOADS & MAX. PANFl LEND7H5 M9iEN SPIN t ( ' H DA O 3` wx A AS.D. DOM LOAD MAXI 40 PSF OR LESS 61-8. > 40 PSF TO 50 PSF 8--2" > 50 PSF TO 60 PSF 5'-10` A MAX. PANEL LENGTHS ARE OKY VAUD FOR INSTALLATIONS W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2- O.C. --ANCHORS (SEE SECTIONS & ALTFRNATNES ON SWEFS 11 14. IS 8t6)------- R-IA/13,R•-2A/13, R-3A/14. R--18/13. R-28/13. R-38/14. R-UAW/15, R-2AW/15, R-3AW/16. R-1BW/95, R-20W/15, R-38W/16. 0 0 0 0 0� 3" MAX. -71 t1 ! S� +� I PANEL BOLTS W,1 i (USE FOR PANEL LENGTH. i OVER 7 a") s i 1 I' j 3 i i REGULAR STORM PAN I1 I j I. L� 1 LIFE SAFETY STORM A i i L !� _, _� . IV .. S.S. BOLT5 W 1 AT EA, OVER PANEL. 0 EXTERIOR_.. WIND NUT AT RICK PANEL. 33, R-3A/14. R-19 /13. R-28/13, R-30/14, -2AW/15, R-3AW/16. R-19W/15, R-29W/15, R-3Bw/16, (SEE SECTIONS & ALTERNMTNES ON SHEETS 13, 14. 15 &16}----- LIFE SAFETY STORM PANEL M ELEY00 (t) 2.$8T SCALE 1/4--l- (MId OJ�M �I Mi.XE ,N4I.EY} LIFE SAFETY PANEL EMERIO SECTIQN A -A SCALE 1/4'�I' P.E. BUILDING CODE 8'-6' 0 +44A. -40.0 Pa.f. (W/ mmm MID PANEL Lamm BOLT) ------------- r-6` O +Mo. -$AO Pat, (W/O MWILA+ MO PANEL. LENGTH W A USE r LAN PANEL LENGTH LFN07 -.--# AT ALL AflwNtlM.S 3• r t INSTALLATIONS ONLY VALID FOR WIND I• MA.i SPEED UP TO 170 m,p.h. I Ile MXX, GAP REGULAR STO1It PANEL, 24 GAGE GALVANIZED STEEL STORM PANEL Igym. �. ci ieia.GLOBAL PROTECTION PRODUCTS, U.C. mp7 DO F St 3314 ppyy,y pq q. D41L FL FAXt 20-175 1m-wx. i91Mke8-76+4 rAx: (a843M&-t79T �., (VAUD ONLY FOR PANELQ INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MA)L A.S.D. DESIGN 1'+RESSURE (PA-L) MAXIUM ANCHORS SPACING MR ASH ED PER SCHEDULE BELOW iWtMBLi lETHO'M UL) MAX. A.S.O. PRESSURE RATING (p e.t.) MAWAM ANCHORS SPACING MR MIN ED. PER SCHEDULE BELOW APPLICABLE 4 SWIM 1 ) OF THEM MAXIM PLENO7H (iL) TAPCON SOLID-SETAMEL TNNf.-NARK iSALK-M G TAPCON SOLtO-5fT P� MALE PE lAMAC-NAAYI filit-RL m m m0040m m m m ilLl m m 10 m VOL "1 m m +75, -7D t3" 11' 13" iJ" tY 13' 13• 13" fY 12' 13` ta' I {BOP) 6,-$" OR LESS >+7 . -75 TO +114-1186 IY 5' 1Y t 0 /. lY 6 1/2' 13" t ' 8 /2 7 IJ2' 51 iY 41 "1 /2 ) 5"-6' OR 13• it' Ir Ir 1Y 13• 13, tY tY 12' Ir Iw 1 (801TOM) 13" a 1/2' 13• Ur 1Y 9' 13" 9° Iw 7 1/2" 13` Y I (ecarom) 13• it' 13` 13` Ir 13" 13' Ir Ir 12• Ir 10". 2 (SOP) 13" a° 13' to , tY B 1/2' IY 6 1/r 7 Ilr 6 1/2' 13" 4 1/2' (TOP) T3• 11' f3' 1J' 13` 1Y 13' 13` t3' 12' 13' 10 ' 2 (LR}rFOM) IJ• 7" I3' iY 13 ^ 9I /2 93 9s2'101 / /2 7 1 r2 fY 6t.'. iL P (BN1TR74D 13' it' 13" 33' id' ,3' 7Y 13" 13• 12" 13' 10' 3 (TOR) 13- -P it Ir 13• 0 1/2- 13• 9 1/1' 10 1/2" 7 11r'. lY er 3 (TOP) - P t tf2. 12 t/2 6 Ile 6 Ile 12 Ilr 12 1/2' - 6 IIle 6 1/4- 3 010177041 - 2 1/2 12 1I2 6 1/4' O 1/4' 12 1/2 6 1/C 8 1/e a ijr 3 (BOrromi, e" S' $' $' $• $• or 0 1/2" 7' 5' $- 4 1/2' 4 (TOP) 7' 3' B• 5 ilr Y 3 Ile er e 4 1/2- r 6 Ilr 2 1f2`. 4 DunIr e 4 eDtTo�+ e' $ i ' J2 B' e° 512' 7" BR7IT ( � 13" Ii• I3` 13- 73` Ir tY IY 13" ,2" 13' 10' S {TOP) 13" $ s%2' t3' fY 1Y 9' TY 9' 10• 7 I 13 6' S (TOP) 13" 111 tY Ir IY 13' 13' 13" IS' 12, }3" f0' (8QTT04i) 13' Y tY 13' tY 9 1/2• 13" 0 1/2' 10 1/2 7 Ilr 13" r 6 (BOTTOM) 13` it, 1Y I3' 13" 33" i3' 13" Ir 12" 13' 10' 6 (TOP) ,Y Ir SY To T/2 it 6 1/2 it 6 Ile 7 1/2' File 13' 4 i/2" a'(i,P) - 6 t/A` d i/4' $ t/4�..0 Ile - - - - 6 1/4'. 6 If4` $ (am--) _ - 0 t/4- 6.Ile . 4' $ I/e 6 Ile 6 Ile - - 6 }/4` 6 1/4' 6TO 13" 7 1/2' tY 13, SY ILL" 13" to' 11' jr 13' 6 1/2' 1 (TOiP) >8,�., TO w-'0' 17' S' 13' O TJ2 tY 6 1 13` 6 I/r J 1/2' S 1f2` 1Y 4 1/2' T (T(x'') >V-r TO r-5. 13' 7 1/2' it 13- 13- 10 IJ2 13' 10 1/2 11 1/2' e' 13` r t tGonroM} Ir 6 1/r IY it 13• 9• 1Y 9• To, 7 1/r fY 6" 1 (SOTTOM) 13' 17 1/Y 13" 13' 1Y 10" IS' to' 11• 8` 13" a 1/2' 2 (10P) 13" 5` tY 10 1/2 13' 8 1/2• jr 6 1/2' 7 1/2" 5 1/2" tY 4 1/2' 2 (TOP) 13' 17 1/2' 13' 13' 13' 10 1/2 13' 10 1/2 1 1/2' 6' 13' 1 7' 12 (BOTTOM) fY 7' Ir 13' 13- 9 1/2" 13` 9 1/2' 10 1/2' 7 Ilr 13- 6. t/2. 2 (BOTTOM) 13' 7 1/2' 13' 13" 13• to 1/2 t3- 10 1/2 11 112' B' 13, r 3 (TOP) 13- Y i3- Ir IS- 9 t/r Ir 9 1/2-10 1/2 7 1/2- 1Y r 3 (TOP) 12 1/2`12 1/2 6 Ile 6 i/4' 12 1/ 6 Ile - - 8 1/4• 8 Ile 3 ONRTOM) - 12 1/2.12 1/2 6 1/4' S 1/4' 12 1/2' 6 Ile - - 6 Ile 6 1/4' 3 (OOTTOM) 7 1/2• 3 1/2' 8' r 7 1/2' 4• 8• 4 1/2- 5" 3 Ilr r 3' 4 (TaP) 7' Y B• 5 1/2' r 3 Ilr r e 4 1/2' 3• 6 i/2" 2 1/2- Z(TOP) B• B' a' a• 6' B' 4 WfftrOM) $• a I/Y $' a' 5 1/2' r - 4 (BOTTOM) 13` 7 11r I3" IY it TO IJ2 13• to 1/2"11 1/2' e" fY 7' S (tq*) IS• a 1/2' tY Ar ,Y 9' Is, 8' 13' 7 1/2• 13' 13• Ir 10 1/2 it 10 1/2 it 1/2' e' 1Y 7" 5 {80ITOMj 73' T it 13' 13' 9 1/2" 1r 9 1/2' 10 i/2' 7 1/2' 73` e" S (BOTTOM) 13• 7 1/2` 13' iY 1—Zr O 1/2 t3' 10 t/2 1 1/r a" lY 7' 6 CTOP) 13' 9' i3' 13` 6 1/2" 73' d 1/2' 8 1/4- 6 Ile B 1f4' 6 1 4• 6 1 4' 6 1/4" 6 (&iTi."+) - 6 1/C. I, I e$ I. 4' a 1l4' - - 4 4 4' 6 t/4" 8 (BOtf.4•) SEE SHEET It FOR ANCHM ,YPE A SPWW AIL "CIA"T10NS IM %QW FR W OULD NOB. # MIWMUM NCHOR NVON96 AHD MNMUP OM L1 "M ARE IOKATTIG ON INS 904991JLL FOR L0. uss RUN Mick O ON SCI0vu $ 07R'E Aw"OR S-mme We Fr m"FIG SPAONO "a" ON SCNEm" BY THE FOLLOWING G FAttWAe3, I" "a OPERATKW To RE Passau. REDUCED smm DVABNCD USNO MW IoVa 09 MC ASK INN I&MMUM WVcW WOKA4L FOR EM0/ ANCHOR TYPE ON THIS SLHmm. 1/41 /4 1/41, 1/41 Yee ANCHOR TYPE Waft ]AWD-INN cu-m MM" ANCHOR SPAL816 (U.) 3 3 3 3 2 I/Y 2 1/2 MWAXWU 0+) 3 ] v 3• ] J ,1r 3 06TAMMIAN RIOT 3 31/2` 1 3IJ2' 31/2 31/Y ACIUN, EDGE CSDAC: E.O. FACTOR --' - ADO •' SPACINGS ONLY VAUD WHEN SPACER L5 USED. SEE T 1 FDR MAX. DESIGN LOADS & MAX. PANEL L7_ILGT1dS WHEN SPACER E, USED. 1gte AS.D, DESIGN LOAD VAXUUM PANEL LENGTH 40 PST' OR LESS 6"-8' > 40 PSF TO 50 PSF 6--2- > 50 PSF TO 60 PSF 5'-10` A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTNIA71ONS W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C. INSTALLATION WAILS FOR LIFE SAFETY PANEL In INTO POURED MOM OR CONCRETE BLO-0 STRUCTURES OR j_,�C�A(L4TIHG POURED 1/4'e TAPGDIH - tSTIiG POURED O.C%1 ikf CC9ACR BS.00K ANCHOR O 9' O.C. /r CONCRETE ktt,o" 0 REGULAR PANELS p�}�LM y�•���N !i_ I�kJ L_ Yli�iEL M LUO JERM33WbC SCALE 3j�1" SEE SHEETS It & t6 FOR AND110B8 ANCHOR 7WB tf4•. UPOOR TYPE a SPACING RR:INSIAUATONS..NFO . WOOD HOME eUAcom MIMMUM AROOR 6PACIM OS AND MNMUM HULA.. ANOW •' NRIAXJII. 1EYOtOR O4♦aNO Oa) 3 4 046 onmkta go3 MOE OSTMNOE - INDICATED ON I" SOHE0UIC FOR ED. LESS THAN ROOTED ON SCHEDULE REDUEE ANCHOR SPACING O67'A "' 6aa%Is..Mak GO 3 By Mt1TfLYRO S%ms am ON SCHECULE BY IRE mu4wm FACtoos. ACROL ONE ONRE 12bJ FACTOR , Ilr a# FOR THE OPROM 70 BE Passa . REDUCED SFACNG OBTAINED US" FACM OWL NOT BE LESS THAN 2 tn. det y- 6aa M"wm SPACRO #QCA= FOR EACH ACHOR TYPE ON THE SCHEDULE - 71 ' ED ( PANEL (SEE E 9• NWA.� N ! ON SH MS TAPOON R O 21 O.C. POURED CONCRETE OR € BLOCK REQUIRED. 0i�SEMO ]EK .iyfAA" }SLuL�377iyi 11111HINy,. SCALE 3fBmf'� Cll CU Cn > O U O CU O CL O � V C O L Cll C CIO O O .f—/ C6 U- %+— O CO > .� �1 ^�^+ 0 0-�-1 O A•I-- Co .i.-I SALT. w J 1 C14 C.4 0 e - d •O LLI Wy O W '= �I O Q r- O_ 49 O..J N O >r -a N O cc CD x CL ,y E C S .5 $ 3 i aA u CU w cz r- IY •_� ?+ c E My o a t3 n INSTALLATION DETAILS FOR UFE SAFETY PANEL In INSTALLATION DETAILS EQR UFE, SAFETY PANEL INTO) WOOD STRUCTURES INTO POURED CQNORETE OR CONCRETE MCK STRUCTURES INTO W 9D 9SMCIM v 7- 3h777 1/4•0 rAPCONPOURED 1J4Y TAa 9- t-_€INSANE PO4RlEO ANCHOR O 9` D.G CONCRETE $LOCK OR IVCIOR O 9 O.C. i CONCRETE BLOCK sue,CONCRETE OR I HEADER 1 Q(70 , .. � OUIRW REQUIRED REQUIRED. REQUIRED. D HEADER - HEADER t 4"r TAPWN , 4Y TAPCON 1 4Y TAPCON 1 4'r TmCON ! �1 arl1 Q Y O 9' O.C. O s O.C. A 1 4'r TAPCDN 1 1 1 4"0 TAPCON W i 1 i 1 1 �V 1 09'O.C, •i 1 IF 11. i (� t/Y Ile 1/r 1/4-� A i i -LJ j - I�,�J / . !--� �/� LI+ I �* ' MA%. #,1- t/2' 1 4•; 1/2' .ti 1J4. t/y I ,1fS. i/4• J 1 i { / ' / % '/2' .Jl/4^ TJ2' Nv9 Ile it 'r�1 y{ 1 �1 .0 1 ""x .,.- _� 2. 1 ! J t V ) p gt� t I / I 4 - i' ! 2• 1=i' II $` l 7 1 � 4Tx+. f 5; M`Ik1. I p 1 , 4t-mxl' q TOGIASS, 1 f 4ta., '^s Lim 1• t t t 1 ._ P 1 DLAS$�...:...�:.-. •-_,� RB M1gA1 _. _ ..._._ } _ tla.-sw,° :._._m...... M. R I ���/ _., v.._ N f 1/4•A-�%a• I n,..1._...,L ].....,.:: "2.s. 9i6. 6 I I I tla'r.2iM1" 6 R 1.__.. a3. tt W R"""-_ .•-"'y%.-.�:..,.._ ([ a aA o- frt'. _' 96i e0L15 ♦ I R'- ". Y`. _._ ..T....... ,4 EA. i O fI SnJ1t1,1 04R 7-8T +T(-6 EkISL98 i''fP1 At W O 1....., i N $A p pCST,j''yd i EX15TI( '+ I t rYBotTt W !' _.:.._.,._...-.-.. .....AT F E O ., i__... ...,. L n ..._-,...__ ._.._ CUSS B i 1 ) GVSS � .,,�„.....•_.._�. -_.' 9LE Hm WHn. s ) 1 A..__.._.._, :.-_._{/k.. '-�.:�-"a$E RB.rpr$ ; ' GLASS 1.--_, .6,5. 6 M � 'L' MqA � 6 i 1" 6Mx. 9 1 ;. PANEL LENGTH. qK"= =�`�- - -'i' B" PANEL. LENGTH s ONO nary / ._ j51'.E ELEYA70M i ! (SE SHEET it) I I 1 B I 1" I,##X, N I B 1 EL MAN, •-&EPIC ; ON SHEET 12) D ___..r_ ,.__.-. „L_ f 6..a;..: __ fr PANEL. LENaT71 9 _ _--�-- ---t f_ 6,. POND. tCNCD1 f j i PANEL tEHO1Hi * i -__'"{ON SHOET 12) '-'- 1 ? PUEI LENGTH --- -.- ( ( ON SHEET r2) 11 1 PANEL LENGTH It 1 6• Y' MAX. (SEE ELEVATION O _j- -.. 'L' MAX. L�._ PANEL LENGTH M I '+---- (SEE ELEVATgAI 8 --r- ----.T.. (SHE ELEVATION B ,_: p 1 S (SSEE VAUM O ) (SEE ELEVATION C TO OtA55. - 1 L ON SHEET 12) a L 1• Min, I j q i SHEET ) L OV sHEtT ,2> 1 � 9 Y MI., B ,` iEm. I 4 TO GLASS. 6 - t U2 f i 4'1 a Two l'J Lj2 !s£PAa 1 I rL°� -scrl Aar ox-_ i 1 j�-sErnaATv 1 ; ��'1 9 d ® I >Q aASS ; s. 9 ✓ i L%z a to aAss. N ti3/ 8. ! u TD cuss. .!J ARATION t 1 H4j�O CONN CONCRETE aLocN CONCRETE BLOCKl ) RiOt!>AEG. i >s V2' oa REQURED. I DILra1D) .._ 1 i ' EQ. ` [ • 1 e ,t 1J1' Dc 0. • a >n 0O IT & i I ) L I ) 1 (, IWii.a i i` EQ. PLATE # � D. /2 �,zw s � #t;. REQUIREDt 1 "I I 1 I e 1e t om 2'K4' wG4.Q_ _i S ,' j 2•%4• f/$A PANEl.M4TE P:4....._..._,.EGULAR 1/Yr pANELMATE pl,4_.,_a - " _ I `:.a , J r _._% " , 1 ! PLA'E s9 I'.. i I I 1 a"r TAF'C0N e 1 46 TAPCON t 1%,' 1 4"r TM+CON. 2'x4' I US Irv.. E , PLATE q `S ;, : AN4-0 l O 9 O.C. I MINOR O B. D.C.i ! ANCHOR O 4 O:C. RO GUI " .. 1 "i ,• 1 4"R PAffLIMTE PLUS qqq • 1 ANCHOR 4 12 1/2` O:C. ANCHIOR {BEYDItO) I-, j t..t: ( y fg„4•e TAPCON REQUIRED I REDLIREO 5�AG11ERED W/ S UO ) ,. STATiGEREO W/ SNO I I U T t••,. M " ANDNPp 0 Q" Q:c. I ]. ? 1 i y - f„+'; ,'A f `6 PJUff1,MA1e ' 0, 1 } § t' 11dDHRCR 6 12 1/2' O.C. ANCHOR O 12 1%2' O.C. WOOD ki" WQOO j WALL LE 3/8-1- GS / RTEIXARm QURED sEE SHEETS tk 16 & St'AFJtO FOR SCALE 3/M1` �^ y„L, J. ,_,,,,i P• TE , LATE_3. I 7 ~.•-, I II I 4 t ; ' V W" M�iNCHOR NO MNW � D AliC.c'. INTO WOOD FPAX 1111900100. ARE MCATEO ON THIS SCHEOOUL FOR La toss It" Y" " 001CUED ON 9m*DULE REDUCE N40M SPIKING BY, , a' ,t AID A.� �.�"#{.TAR =pyF aMLoft"LKIF� �DsIiROHR�16 OPERATION TKO ALE. a �EcuTLi� Ar'iE s � �FE..y� �-�RW - - a R�G�; �T1tiFiY L,���L REDUCED SPA W OBTAINED U5WG PACTOR WV L NOT 8E NATiYE LESS 7KAN MWO M SPACNI NOOATED FOR EACH ANCHOR 1„N11lH1INff TYPE 4N 71fb SaEDIx.L 1/4--. 114•. .a`'Aa�E�'A �pljVA'fjhyb , . .. WALL IIOUNTiNGS WALL fNOL1NiiNt ALL NTINOS AKCwI nFE / SCALE 3/a.r ✓q 1FAmf CEN '' SCALE 3 e.,• A Tr(�/r✓ SCALE 3 , �.;:'�c{�asF'••.: Lu 4NMat f#pHall murals P.) 3 ] = FLORIDA BUILDING CODE Non High Velocity HUrrlcons Zone y`•. I:) g FLORIDA BUILDING CODE Non High Veloc Hu 'cam Zone), 40,44167 s _ FLORIDA BUILDING CODE Nan High Velocity HMrricons Zone ' : C2020 TILYIX0.6K. FA. 3 •k'. * Etp}D I0.7TAO, tNO. FJ. 24 GAGE GALVANIZED STEEL STORM PA)a 's- 24 GAGE suVAN12ED STEEL STORM PANEL •W1M,W TDB( 0-0. a-) s s : tk O20!40 27m0: 9fe. 24 GAGE GALVANIZED STEEL STORM PANEL ,'�• L'LT�. 3 fj4j 87 Q 1riAtKA1FaN hnAnW eud! OU 3 3 112 a * t * , :-_—�.-_�. 0$RrN �: T. INSTALLATION ARE ONLY VALID FOR MAX. AS.OI L STATE a' = MAN z ' - .. 7. INSTALLATION ARE ONLY VALID FOR AS.O. DESIGN A9LMAL lO= Lt0111E t6R) HE1l1R lk STATE O "'•` !sT127I's= PRESSURE RATINGS (p a,l AND PANEL LENf"THS AS * 'E 12+/ DESIGN PRESSURE RATINGS (p.a:f) AND PANEL °% O •• FCDR _:.-"`-"" GLOBAL PROTECTION PRODUCTS LLC. w O ` FCORto LE C D INC.GLOBAL PROTECT ON PRODUCTS, U.C.0ME PER ELEVATION ON sHEE� 12. 3 0 , STATE I Ils., � G Iw} ENO. GLOBAL PROTECTION PRODUCTS, LLC. CO a � B C4w 04H� ,. A' --.-- LENGTHS AS PER ELEVATION DIi SHIN 12. + �i. G `i V NMQ. set Ac •• ••••••' a ANY Nano aw 51 s1REEr 2. FOR NEW WOOD FRAME CONSTRUCTION:. WOOD "y•9 a 44 aW, d1 6ifEEt 4A S "'• '•fE}1 .rr - e ANr 4aD ate, a, STREITT 2 ,/2 _v y1A / C% % x4n 1.r N. A a rx 4%nLa N 7Mr OAv� FL 373,4 GJ'' Fj())i1(3 NY L®Z J AN e. %oA « 4eM0A a of a aYE n 33314 2. FOR NEW WOAD FRAME CONSTRUCTION: WOOD yf /CNi1L ka >+A a aw re. MAMr a 3Htl OWE n 33]s4 z ONAL w,, r,.,.. }eaJ a1-1s.o, �tnn k++4 PIKA !N84)e8¢-7a4a, �EAX� d96+7aea-a»r 20-175 MEM6ERS TO SOUTHERN PINE No 2. W/ S.PEGIFLC y .<' ..t.,, �' ,•,,,,,.p t; •tm PHa t i684)FaI-764RL FNu (Is4)md-eTm 28-175 MEMBERS. TO DE SOUTHERN PINE No 2. W/ SPECIFIC fHbHLnHNHne l R,.". ; pe,Im viers'. n., Croy m ,rl PNSNe: (Aat79M-maa� FAN: dAs+)Hs'-am 2O-f 75 s t NxNfRis st/L/mRNTMEMAIE- i •mow .m Albw Ar tl DENSITY OF 0.55 OR EQUAL a-sss67,a MA1HA10 W: mIn ,4 of 16 "-" NWOW$J19 1 7 q " 11 mMn afi a I6 DTiN571Y'OF 0.55 OR EQUAL cA-ssD$" -ns .%. mA./r n64T t4 a ,e _J w4.tER,A 7Nla Ur„ PE 4M . iL1E/DA1E 1M,4JIR A. RNLI, .4., P2. PE. 86LL/MONAitA}E/OATE TER A TOUT M. PE, tr qM Hn aruo. ORINWO Na /Q SHEET NO. SH 1.4 EZ1/18, EZiW/18 ANCHORS (SEE SECTION EZ7 & ALTERNAINE EZ1W ON SHEET 18) f i1Min. �_�j f}� ,tom (Qj , Mar., i ( 9 (SEE NOTE 2) �:,:i'•`1 \;.JiPWTE 2) bDF(Tj END- .. 3I''18`0 ALUMINUM CJ rim ;13? PAhEtQ Y6 BE INSTALLED AT EACH OPENING SWsL3. ALWAYS 8E 1/2` o o a a o o o c o PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED TO BE INSTALLED FROM INSIDE OF STRUCTURE. T v'ANEL of •L € (t). DEFiNmtON OF SE7NE5 2000: E-Z HANG STORM PANEL SYSTEM (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (END PANEL) MA7t CpNSIS1ING OF PANEL + Cont. TRACKS TOP & BOTTOM, SEE NOTES 2. 3, 4 i pp jj i SEE NOTES 21 3, 4 I (2). ENO PANELS SHALL ALWJ� BE CONNECTED TO BOTTOM -TRACK t OTHERWISE 1 ERWISE A STOP 8N?its SHALL BE PROVIDED AT TOP OF SUCH ! PANELS. PANO_ O +/ a s r. ' (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION • ' .I i I _ - -. _I_ ... .._-.-r..m_.i [ SHALL CONSIST OF 1/4"1-200/4- M.S. W/ 7/8"OK3/32" WING l t LIED PANELS w/ }/44-2DPt"' {, NUT OR 1/4"sX3/4• Mln, THUMBSCREW INTO TAPPED BOTTOM I S•$, iNX.Ts ar O EA OVERIM t TRACK. LOCAYIUN OF FASTENERS MAY BE AT EITHER OF TWO I {5F2 SEt'TWNS A5 AFPLK'ABLE) EXTERIOR FLAT FLANGES OF END PANEL. I . ��.. �� OF t (4)- IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM �.e. A BAR IS ONLY USED AT TOP) AT LEAST TWO I MAX.TRACK (SHALL BE CONNECTED TO BOTTOM TRACK K USING SPECS IN SUCH CASE, CONNECTION OF INDICATED ON NOTE WOVE, PANELS TO BOTTOM (RACK MAY OCCUR AT ANY PANEL LOCATION. JJ._L'I...JJ_LL..iJ1LLJJ_LL J1LLJ L111LLJ„!_LL JJI.ILJJ_LLJJ _.,__i o I e a y p 3 X. I SEE MOTE 4,� 3• Mom ,' inn. I SEE L t INSTALLATIONS ONLY VALID FOR "NO t Ik L/(4`rt"N SEE NNOOTE 3 l`/j* �� ROTE J SPEED UP TO 170 m.p.h. ANCHORS (SEE SECTION F21 ✓p ALTERNATIVE E21w ON SKEET .IB)"-""----- '-` EZI/16, -PrEZ1W/18 TYP#CAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL d) SYSTEM (t) - SCALE: 3/32"=l" 1, 1/4- Mac GAF 2.887'(MN OVF78 V' �'ti !'. >et VAIOLE 1g31.k!} _.♦ 1/4• , wAX. GAP -1&_..j ACTION A -A ur 40 a °nnuTJ SCALE 3/32"-l' ,,` ✓ 1�. EN FLORIDA FLORIDA BUILDING CODE Nan High Velocity Hu zone Zane 0. 44#57 P 1Rroap, W 24 GAGE GALVANIZED STEEL STORM PANEL e z *= C *I' sTahta - i A ime. GLOBAL PROTECTION PRODUCTS, LLC. Tie 11U t4 W4 NS.W. E, snxT Tomato t:wx+rttMaa a FL 3"'.2p-175 y0' FCL7Rl0�� �' P �a q-Te4a rAc tea4leeP m7 F P' rseusw i m-m, tPs4m G , �� Pv1 M PP[ owanLm xP /P7APr t3o lidliill{ I1IREl041E WHOR A.A. TRDrrCA + .. PIE. I wa,441 7 WWI? fr 10 ENGINEERING ENGINEERING EXPRESS PRODUCT EVALUATION REPORT September 15.2020 Application Number: 17869.1- R2 EX Project Number: 2031543 Product Manufacturer. All American Shutters and Glass ManufachararAddress: 1540 Donna Road West Palm Bomb, FL33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile impact Resistant Scope of Evaluation: This Product EValustion Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Bidldirng Commission) Rule Chapter SIG20-3.005 FAC- for statewide acceptance Method 1 . The product noted above has been tasted and/or etialuated as sunmi rized �ain tosshow compliance with the Florida Bulkmg'Code Seventh Edition (2020) and is, for the purpose Intended, at leant equivalent to that required by the Code. Reevaluation Of Tile product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: . PRODUCT EVALUATION DOCUMENT$ EX drawing #20.31543 titled "249a Galvanized Steel Storm Panels (HVHZ & Non44VH27, shoots 1-5, prepared by Engineering Express, signed &seated by Frank Bernardo, P.E. Is an Integral part ofthis Evaluation Report . TEST REPORTS Uniformstatic structural performance has been tested In accordance with TAS 202 test standards per test reportfs) #BT-ASG-17.001 by Blackwater Testing, Inc. Large missile Impact resistance and cyclic Waring perWmlence has (lean tested in accordance with TAS 201 and TAS 203 test standards pertest report(s) ffBT-ASG-17-001 by Backwater Testing, Inc, . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product (lased on comparative and/or national analysis to quaify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Spares 3. Minimum Mess Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396.9999 TEAM E NGINEERtNGEXPRESS. COM ENGINEERINGEXPRESS.COM ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% Increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside of Wind zone 4 and essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously fisted test report(s), and is accounted for in the engineering design of this product. Wind Load Resistance Thl product has been designed to resat wind Wads as indicated in the span schedules) on the respective Praduct Evaluation Document 0.9. engineering drawing). installation This product shell be installed In Strict compliance with its respective Product Evaluation Document 0,e. engineering drawing), along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (I:a. engineering drawing). Limitations & Conditions of Use: Use of this product she# be In strict accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed Wads and shall be of material suppuo ng g p>admposed fisted in this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a sate-spech1c basis by a registered professional engineer. All ems which n installed she o against corrosion contamination and I cam are - permanently rLstai U b@ protected , .Don pemran ly pr 9 other such damage at all times, This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Respectfully, Frank Bennardo, PE ENGINEERING EXPRES0 #PE0046549 I Cert. Auth. 9885 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAMO ENGINEERING EXPRESS. CON ENGTNEEa2NGExPRESS:COM NAHA M-6NN{I%, PY d.f+:. 1]f1+MiJ9 GAY'Raa':. _•1 n#LY I 4 111 ILL J H HM:H) �� yya ROGP 'eCD inl �. 'E sM: voP ,Avi:t I r>r+'�.'• StE A N - CV..R(T2iN, :'rJR 9tEL M"9.' •+ '-] • � � ; i �rP 1FlU ....w-., - .. W4Yrt J 1�Ull vm L,I �} b N N T"F In 1 W m r-T, • L i� I`4 3 N r TY> b1U.-#Ili{>al ..i.g a.N'-n' B °w M V8 W MN F,t...+ .7 m x-� Z !!�� ell �i 1'3s.'tP , .Pi. i ¢p t 6 t Y-L �:; TIE x < 3w W- --11 a, P - 1 air in S .ttTl� R' F _N f - ll C - 1= _B C yM1 • b Fl ilo fmt�i' IGE>R` usauF Q is - #TGUNN T . Cp CG\\ ttPF fim.4�q Low rd'.[ Gar•-Y s N_L 3 - 'aNT3 ,v 1V Yl l r' + OLING O Rr0 NT gCRION Lu n p FI H C di. T.,JlO Lu � � +E]I ��• rASLTM'W-"fT Ir, I-�-`n [•..T, N rvT '�' I:TPM CF C .L„ e-r*- L?Yr 2ssSS l�•IYLYPL =p y4 S. C: . 1 + _I IMLC w,L LL lil \ .11('M d•4� lV ulluJ,A'-L 41 it ::3 L rars _ •�" ' WALL MODNr SE[T36N %ti! FrurFe'xt 4 Yf q,I 6JME fh ,1 1 _ FW it {il. T ITf 6 7 •'�T Z - fP' i '•FP N P3R.H,l.r d. -� tY ::A ''-P--tT 1:2.: n -r3 I r Ir xHx'a: (,) •# tTL�1 ,_,u..ru •cn•_ 3 K. i.TffL 5'].CP.'i rY I WrrllrMr' R�: aP'•jj IVAL MAY VAkY qu] Ta o- W Q L 9 aL i I IUIH+zh' C •EC L 0t `� -;jig - IY INU it e T 11 - sL F - X1xrH a ■ G I +•r ARE . - . EC•LU l0 + ,... g�i 44 reel P t I1-1 i I L 'n Li j' lAliRpIPPMwC1ERNUW (t7, I tcOL w�--iniA�rt( r tAnAt1v �Ir ,.'1Nr:11re4 "" 20-31543 •�: -. - Y. •L".'r A= sARRlluewPTrcne tJN° i i 1'�4F " Z h1 K :4PrI0NAL TqP BOROM C106URE 03rAR Era li 1 d. i C(1C £lei: 1 EI'°P IIZ <P F 5 x ttt# p ;V! O �A ,C7 tAEPf kwAeL' - t r CW'✓: 6D is � #. II INHf ItN)N.NtAINI 4 <'.IInN • 'E /1't' INM.Kf111RK:I H0 WI'+H. ION LT INSTALLATIt3Ai DEIAILS FOR SER0 2000 E-Z HANQ STORM PANEL C1� SISUC-TURES oRO I CONCRETE BLOCK # O 0 12 A ANCHOR 12' O.C. REQUIRED,NCHOR 1' "�---_J14XI' 1° T/4'A TAPCON HEX HEAD TEK O 12, 0.. i } / EDGEOF#4' FROM Wow HEADER REQUIRED L / J j44KM1' lIE7t NEMI INANCHOR /' gI O, " FROM OF x � F M1t /f E0. ✓ ei t can.i 1 r 1/2 A FA a+t16APMIN L23 Pat FNIEL IT N a @ I M.,T TDIS1@Ki CLASS. 3/M1a r g T Mal. r 1 ` GLASSN04 t AUIM6VUM POP t Awe 6 c 1'1D 61 AS3. �g f�p' j.-Fk,IANINDM. FIX' RIVET, i i 1 r V I ' ettrA'v p^``,•• i MAX, {l4iSri- PANEL LENGTH i = i MAX" " PANEL N 1 ( R G F! N 1 I i LENGTH Vim•. I a TOOIA98: i l i !l.��_. .x 1' mr, 9-----ro GLASS, I 9 1 i 1H4UM&SC OF V' 8 3 Uf OF a 1 I I ! NraL - E I I( ._LL_.�J 0111 to. /2 i tf2 E�. � t -• I �"- % 1 ' 3 1f4`i TAPCON ANCHOR } l a 1r oc. 1/4"0 TAFCDN IStTN6 POURED ANCHOR O 12' 4.C. OR , I ''- I - 2°K4 E WOOD CONCRETE BLOCK REQU'BIEO. } REQUIRED >�LL NOUNTTNG �ESRTtpN Est SCALE 3/8®1" 1i�i'EI�MA'IIY.F WA" MIXINMG eatw SCALE 3/8-1` 4r` N4IE5: * AtLN. PANEL i"£rVGTN FOR DESIGN SHALL t3E 2'-6'. E o, 44 * ; * FLORfDA Itmo . vr- _ _ BUILDING. CODE Non h Velocity Nu 24 GAGE GALVANIZED STEEL STORY PANEL cons Yana r,. , m, 1. INSTALLATION ARE ONLY VALID MAX. A.S.D. PRESSURE RATING +/- 40.0 p.s.f. AND 6'-0" MAX PANEL LENGTH.^., 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD°IDRiD' _ * : O STATE _ Y2a A,y IL EC1Nc. GLOBAL PROTECTION PRODUCTS, LLC. anD4 S.W. s+ swAtT xR vN. a+i Wa Mrw tiUIMNL °` 7 i' n"1 mlzr 20-175 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC • ^"• Z1 �+ R , m-sA+P . i.a ; 0341 m-,g3 °°tl"'"ys`°`" PMOnf: fPX43NN-)bML r�,S. P5iN189^179T DENSITY OF 0.55 OR EQUAL./().fL�--=`^^^ NrNNN+I'eii} gym+ WALTER A. MLI ,N. 44 P.0 , TP-W F s AIRtt /4 W to ALL AMERICAN SHU17ERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N.T,S, ELEVATION -OBSTRUCTION T_r (LOCATION MAY VARY) PANELS MAY SENOTCHED A5 REQUIRED LOPTIONAL. y''20&ITT* PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHEREC ANCHORS ARE USED WHICH SATISFY WING NUTS FASTENED SPANS Aa0VE3 BELOI'! STRUCTION. OVERLAPS O MI DSPAN I AFPROPRIA7E�SPAN AS VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N7S, ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS 1 SEP WNF MINIMUM PANEL ARA RUM GLASS (MVNL WN0ZONE 4& ESSENTIAL TIAL FACILITIES) MAXIMUM DESIGN I AU ALLOWABLE L ST TIONS- TALU1 . N ALLA LESS IN5 TIONSGREATER I PRESSURE SPAN {LTIUX) THAN 3P ABOVE GRADE THAN 30'ABOVE GRADE I (PSI) ..��_... ./•9D j 130:0In 69bin 2,16In / 35 190.0 in s o6 In2a6 N, I 4/.40 230.0In � sAa_Nt T 2.16TN. s(.45 INA in 6.O6 M EEN, 1 30 / L. -./--_._�__ d 90.D in bAa In 2.26 M + / I�.6 in 6.05 n 2351n -'a -6O ! a 89.E 47 _ 6A9 in 2S3 A, ♦ -65 / 54 bin 6.11M 2.7E IN ♦ 70 - / SBA in 12 1. 2.90 ram_ 4/-72 27.0 in &i31N 2,99 Ln 1, ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD B PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. -SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVELOADS LESS THAN OR WALTO NEGATIVE DESIGN LOADS. 2. 'PANE. FASTENERS" ARE STUDS USED IN CONIUNC`"ON WITH ALL MOUNTING EXTRUSIONS I-P"•TRACK, STUDDED ANGLE, EFTC1. USE &25' Q.C. PANEL FASTENER SPACING TABLE VALUES PICK ALL -H"- AND -U--HEADERS (INCLUDING BUILD GUT CONDITIONS. 3. LINEAR INTERPOLATION BETWEEN LOADS IS ACCFPTABLE, OTNE43WLSE USE NIXT NIGHER LOAD. GLASS SEPARATION NOTES: 1. ENTER SPAN SCHEDULE WITH POSMVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROIECTED, 2. SCHEDULE IS REQUIRED FOR USE WITH POSTT'IVE LOADS ONLY. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL.. fA LS D H 3, THE GLASS SEPARATION C1 TIESIN ASTM Win ZONES I THROUGH SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS R IRED. MAXIMUM ALLOWABLE F Mc n A,1 �F s: DESIGN PRESSURES: r ;"¢ �r B AS NOTED IN DESIGN DESIGN NOTES: 50-fEDuLE5 �4 POSITIVE ANQ NEGATIVE DESIGN PRESSURES CALCULATED NJ M"!. s fCR USE Wt1N THISSYSTEMSHALLEE DETERMINED PER ENGINEERING 'ACCORDANCE WITH TIE SEPARATE IN 50VERNING COPE P ES$i1 RE REpUIREMENTS AS DETERMINED INACCRDANCE WITH ASCE 7 JLNp CHAPTERa 1609 OF THE F10RLDA BUILDING CODE SHALL BE LESS THANui OR UAL TO THE POSITIVE NEGATIVE DESIGN '�'? U gl, OR PRE URE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY At SHOWN t : GENERAL NOTES: N E L. THIS $PECIffCAitON HASB EN E31GIYEE-QQ:AND SHALL BE. FAB ATEDIN ACCQRDANCEWITH C9DE RFORUEE"SI DF _ NDOU EMEOUILOING 0 rA520H EDITION 20i°J FOR lE6EIN6TOe AND:b11T310E OF THE 2 PER (AS 201, 202 AND 2DBVST PROTOCOLS CONTRACTOR SHALLrNYNGATE b '+Q AND CONFORM TO ALL LACALBUILDLNGCODE ANENOM ENT6 WHICH MAY 40MY. DESIGN LRIT@RI40 0E't01, AB STATED HE REIN 14AY REQUIRE AOOMONALS71!•OECIFIC SEALED ENGINEERn1G. L NO33 1/3%INCREASE IN ALL041ABLE STRESS HAS BEEN USED IN THE >E6rGN OF THIS SYSTEM. I, iME ARCH[TECT(ENGSNFERGF'RECOROfOR TH PROJECT BIIP@RSrAUCC7rLLR@WITH VYNKHTMIS IlESIGN iS US@SHALL BE RESPONSIBLE iJ'1 THE INTEG&WR ALLSUPPORTtNG 5URFA&W TO THIN DESIGN WHICH '' PHAJl BE COORDINATED BYTHE 1.;N TTIHG CONTRACTOR, 0 'A& FI E eF ALL R 3. SEPARATE'3ITE•SpECIC'S O[NC"I31EEkiNG SH BE E UIREDIN DAD RTC VIAT@ FROM 'C OEF LTi N -.OR D E FR LOA LE gB, 5 ANS.. AWE K N I PA LCULT 1 EREI}I. CONTACTTHIS EN(PFNEER WA ALTERNATE 5PAfIiACOtlLATICSNS AB AY 9E REQUIRED _ THE SYSTaq DCl'AILED ryeRHN IS GENERIC ANO OOE3 NOT PROVIDE MR U Ed m N#FORNATION A SPECIFIC SITE. MR SITE CON DITIOIS DL FERENT PROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER 9R•REGISTERED LU LWpy 4RCHALL PR EPAIR SITE -SPECIFIC DOCUMENTS FOR USE IN :OtDUITE4TSHNCTION LYIRI THIS DDCUM[tJT. S, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED 1tESWRES DIVIDED BY A 1.5 SAFETY FACTOR. r, ALL FASTEN G TD BE y.'NY'DR GRPA77EEAR SAE GRADE S UI LESS NOTED = to $ J DTH ER1718-1 FASTE ERS SHALL.BE [ADMIVM•PLATED OR OTHE0.WSSE 11, SPECIfICATION5 �. +•+ rrN �1 .ORROSION-RE6I&NT MATERIA ALLCOMPLYWrIM 'GR ALUM]NUM:E UCTURES'. SEL"1YOIR.I.3.BY THE ALUMINUM ASSOCIATION. Q INC.&AIJYAPPUGARLEFEDERAL,aTATE+AID/OR LOCAL CODES C n 3. ACL STb PANEI55MALLEE 24 STEE G0024' RM CTA 4. ). ST RMP NE aSHALL CONFORT4T AS gAIM ST UCT`=. AL1TY B A L B T R L U Q LU W STEEL ALL ALUMINUM UMINU T[EO USIONG WITHAE606 MVI -T F UM 1 M 10. ALLOTMINLIMEXTRUSION53HALL BE6063-T6 ALUMINUM ALLOY. NOTED 11. r TOm DETAx I3. TOP & 8pTT4M D[TAELS SHOWN MAY BE IIXTEflC HANGED A$ FIELD ON DITION5 DICTATE. PANELS MAY BEMWNTED YERTLCALLY OR J HORIZONTALLY AS APPLICABLE.. i2. CONCRETERNCHORS NOTED HEREIN SHALLBE EMBEDDED TO Q VON -CRACKED CQNCRE7E r N LY. INSTALL ALL CONCRETE ANCHORS PER 4'N'I URE •S:RE EN A. ON$ AFT R <OMM D n Ear 5 l3� THE CONTRAC70R33 RESPONSIBLE T0' fNEU NTEORPROTEiT/LL MER4BEASfR01q OLSSSNILAR MATERIALS TO PREVEfITELECTROLYSLS. v g er Ip $g i4, ENGINEERSEAL AFFIXED HERETOVAUDATES STRUCTURAL DESIGN AS HOWN ONLY. USE OF THIS SPECIFI€AT10N yBY CONTRACTOR, et, at FLL q 6 g g L F q G R$ INC[NDLUDINGELEGAL: FEEEAVESS & APPELWTEI--RESULTIOR NG ROM HATERIALIA45 'ABRICATION, SYSTEM ERECTION, R CONSTRUCITON PRACITCES BEYOND THAT aa iy W 51 NNICN IS CALL@ FOR BY LOCAL, STATE, & FEDERAL CODES 6 FROM 0 ][VIAT16NS OF TtIIS PLAN.. IS. EKOEPT AS EXPRES,$LV PROMIDEO HEREIN,. NO ADDITIONAL if @G :ERTIFICATIONS' OR AFFIRMATIONS ARE INTENDS]. lit iL IE. ALYERRTEYN3 ADDITIONS, BROTHER MARKINCSTOTMISDOCUMENr IM HDT PERMITTED AND ONAL4R TH15 CER73FLCPTION. tl.: ,PANEL65HALLaE PEAMAN Et#7LY WgE1.E6 W1THA MINIMUMOF(1) LABEL VISIT ECALC,I013154$- $rM FR3 3.]NI C riT 2 WBD�LQIXEENIN88XPR�BDDPJarOriE � FOXI{[aBiIONALPLANE, P£PDRTF a PElq#AC£B /� [1LI', T MINIMUM ALLOWABLE SPAN SCHEDULE 9MIMMIHIMMILD cA7IE5i� �JEL��lil�ilE'�i c�fLfi ; �JODE:711Q'iiOJt�tFi'i�m�t01' nn�l:�' ,u'.�i�7iiili l®il®ifElil�a�8ll�a[�711� 3i i iE3a�[ i�E E illKill" P"�['Ai1�G1�F�.1+Ml�`iiE�Jt�q�l�i i3.�E47 •�. .��rr,'�1it I' i�EL7� ��ifIiiSSiE�3iJ�77�:u7 � CONDmiAYS AT TQP atiTttYq: >.Wtx LL4aT151#SS TMxf# TiNdSE ItalEa"!H TA&2 RCbYE ACCEPTAOM 2. NO SEPARATION PROM 15 REWIRED WtAN PANEL. LENGTH IS GAEA THAN THAT NOTED FOR GWSS AADD TER RESPECTIY£ MOUNTINGCOMBINATIONRED FDA A A{m 1516£ttOSURffi RED FDA ALL BUINs,. NDW/T4#NTABESBO,OM OLASSSiDE CLOSURES ME MOT AMU USE°WITH MI1LDaU'I MouN,1NGmNDm R SFPAMT[ FA flAS9 SMPxt eE Pit- LT' INb, ON OM aETAt EgN1REc 4 TNtl Tq APPLIES a01H:1 vrtm oR WITMWTSTRCll aql AINa� )PMR EBOTN XYSM PANEL 2eA.l T5) '4s LS, eAi IEMEXa'.p 115GR 5.15"a.G S N yfdX35- MINIM UM USIXGOME 1 gFTK)NS GNA1 Tt'np CLJSURE5 PFR PAHE15 f 3 e6TiL1PJ aPlHtt#G PEA atTA1i'K' U1NC ANF IgOWJrt#G CON®TTION StOYAtl SM THESE aMWAGS- 3 3. OPTIONAL INTERIOR FASTENING DETAIL N-tS. > OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING 1 4 I I 4 }-2250' Dp94"-•2990" JIG 72.250I-0d'0.094"073D - - ,18 GA.094" ;;p.120 TYP, Zvi TYP 0,_ .�2.L99D"93b" 3"0.062"0�p420.375.062" �L{ T25" ' .D 30" - 2.OD0° -1 2.000" I YP.-'•I -•I 2 000- I-- 121` - 1'180 7 ,BUILD -OUT 'U" HEADER 4� aiL2_ CLOSURE 6 Ll I 3 3SG" MAX. 0 33� i3". " I SIG '31g7p 0.376' 0 1 ".Z„ p pop fI' 03¢S"-{ 'Ofi55' 0,19" O0,376". �'•-�('.555' D350e L,007"..RO'13316 f-12.E00"PANEL COVERAGE IA.� 0179''-yl 1L�1 01 19D„TrPf+-I�{' 14 $75" PANEL LEN u�i �p� E4 ` � 1IyF # L� r0 545• 0.524" 02� 0.050" Y II 1 1 .150" I ,y...C�= 1A111DIRECTIOH -f {. D:tl90' MAYBE 6.065" - D:250" p D T-" � _ �� TYP. �� TYP. '•+ 2,000�'.�0.� "-NP.+rruwM 9.215 ,715 R0.135' 0,700" E BUILD-GUT'C TRACK T. C 5.. P_ 0,090' "C' ,reA K qy EO mNONur 0,957° :t `. NEYHCL.E4/�R 0.190°"I lf"[0.655" w-P tiI.F: ATi LEG DDtLCrIXI P MAT: at 1LLL:51 TI-•-3.000" DTTy2 :RW $W lP r,VJ,L 'I"ANGLE -�YISACK (EY1DIup) I:oaa^ S OVERLAP 4" MAX. CORIJERBLOEUM t)ETATL .25' MAX. MAX. Lri. A ^�Hw. + M NV -.; •YNI Millll#1 i.i1H51)Nf hIAI N LOW OVERLAP ro iaD•INKW#. N9%D''{.0 . ! 1; E _ • r .25" MAX. °'ASHr r T1. sL 1.50D u.v _t a -Nall :Ton Mswta inla:-4"14AH.. MIN, `a2 OF tnl Ty, .IFiL ("1 GOIUlER CLOSURE DETAIL .�.n9 ..YnT; , ! T .: BED ' TPMOUNT CLOSURE DETAIi' IP M I1T.5. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS ¢i! 12.5" O:C, _ 1•f WS.'6f�ISY:�iY'J�J�J'SCJ®6T3i®�® l� psi, ' ✓ / /i / O%�%/,ice %y II � • °' Jim®���' ®LQ '�•' � -- M , ®®N® :Ir rr r FA w •.b n 11 r rnnr rc L A{I)11.: r1 IA: n /"�,M lIIIPSUIIMD IWIYIIri{I NF Br1Al 1.500' MIN. MAX.LU S 3 4" EDGE QTSTANCE Tt� MAxO &N ESE ANCHOR PRE89URE TYPF !SF M 1XJ I P 61 il'-n' bI AN tl, 10.1 .14. HFAl1 1R.40. 1 -111' CORN TYPE CL C2 C3 C4 CdtlN TYPE C3 C2 C3 CA CONX TYPE CI Cl L3 C4 11 .2" EM8E0 33 M . i0vr 41 4B 52 72 L2: S' 160 i6.0" 109 1 .5 2 26.0 160 7' 5 12 5 1:0 16 67' 6 9 12,5 I8D SS9 8B Yz.s 16.p is0 fiY" 12.5' Ia'" ]4E E❑' p L2.5 160 16 0 75 R S 1.0 6 L4 6 7 O 12.5 60 14 1 7 L25' i2; S 16.0 D" 6 1B, O 14. " 36 T S9 6 D 12 S' 1 i 1 16.D 16 A :O li7 6O" 1 t E D" -0 6 126 1 1 2 -0 1 Yfi 4T -b p" ED" xB 14 A 7 Etl' O �g "1q 1U2' CNB[D 33 WOOD SCREW 41 43 52 72 4 41-1 4- IRDOD 17 ! 33 TAP OPID "CFAs' 41 �L. 40 T �' 52 12 L2, S' 1601160" 10,11, 22.5 SdA 121 7'0" 125 1 6.0 10e 62 ' ' 12.5' 160 14.1" $ 1" ILLS' 14 A 97 56" 1 2S 16 :0 97 SO' 12:5' 12.5' t2,5' 12, 5' 16 0 12.0" 1fi.0 11 360' 9,6" 160 160" ) D 12.5' 6 4 xd.1 56' 2.51 1 125' 16r0 16A 16.0 15. 0 B fi 5:6" B fi 1,6" 96 5.6•' 115' 12 5 13.5 IPS 225" 36:D 9 b 5 ¢ 115AP, 9 5" 9.6" 16.- 6" 0 9 6" 5. P L2:5' Ifi 0 13;3" 12,5 14.0 9 2' -. 12 B' 12:5 160 ILA" 12,5 16.0' 9.1" IB', 16'.0' 9.1" 12,5 L2:5'. I60' 10.5" IS. 9:1" 12.5 1, Y4.0 16.0 9,1" 9 d I 9 !1 2 T 4•x:'9". EMBED 33 AI I Pt11HIH Ma1LKY 41 Woo BUSHING 48 R 52 72 12. b0 $:' 1 6' : 7.3" 12•S is, .S 3L8 53 4:5" MI.,16(Y TD" SS 1 25 12.1 48 41" 611" Bill; ST4 4B 1" l2 5 15 4 5 9" 50 6 25 - 3 12, 4 4 0" 7 fr .25' 1 :3 4 7 0" 2 4 12,5' i SS' 4z 47 626 12.3 47 40" 625' 12: -4: p' 3 4T 025 12 3' 4.i" 40 6.25 12.3 ANCHOR NOTES : 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY: PROVIDES MAXIMUM ALLOWABLE AMCHCR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES IN DICATED 2. SPAN SCHEDULE SMALL APPLY. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE P44TERIA a ANCHOR TYPE, SELECT" D[31GN LOAD GR TER H N E L N T V D GN L, EA T A OR A TO EGA I. E ESI Qu LOAD ON SHUTTER AND SELECT SPAN GREATER THAN E-UALTOSHUTTERS SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUPTINGDETAILS ON ALL "H'- AND "U° HEADERS (INCLUDING BUILDOUT CONDITION5). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5: HOLLOW BLOCK HOST STRUCTURE "LL CONFORM TO ASTM G50 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEOULF 7. MM UM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCK BRICK, AND O WALL NC FORM 8RI TIER FI NISHES.YIALL FU4ISH ES SHALL BE LIMITED TO L/4' MAX OR SHALL BE VERIFIED @Y OTHER570 ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE E DQED T UN- C1a:D CONE EtE ONLY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATEWOOD FRAMING MEMBERS,. NOT PLYWOOD. FASTENING 11 REMOVABLE ANCHORS ARE DEVJALT PANELMATE, ALL -POINTS SOLID -SET a BRASS BUSHING. 12 MACHINE SCREWS SHALL HAVE llrMINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD 'TRUSS HEAD CS WAFE HEAD (SIDEWALK BOLT). U.N:O: 13 MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLU G STUCCO QROTHER WALL FINISHES, 14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 15.:('. DIRECT MOUNTING CONDITIONS- 16 LINEAR: INTERPOLATION15 NOT PERMITTED -FOR USE WITH THE ANCHOR SCHEDULES LI5TED ON I POP 0 t!) CD M O� (D }, U N 0-CD_ 0 O Ca -0 �- 0 0 O 0 0 LL 0 .cn -0 E 0 ty 0 L co .� .� C/) Q Z Z W J E- �L�U,L V) V N UC • _ i,.t d N O Rn CIA cm O 3 d ao 4� Ga > 61 c at _ 3 rn � L V w i C � XJ 0 C.1 L Cn a) n� W _c_- -+--a U)) 0 �J U O UW n� W c C Z Z Q J SHEET NO, SH 1.5.