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6354 Back Forty Lp
— , nnre�Aararrn 0XVIVAM -►M AB or A,B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Ar Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BILK or BILK. Block GALV or Galv. Galvanized RO or R.O. Rough Opening BLW or BLW, Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Cig. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int, Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer ILL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DIED or Ded, Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. DryerVent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V,P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn, Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Fir. Finished Floor PWDR or Pwd. Powder Room REV, 06,23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 08/23/ 12 1.00 NEW BASE PLAN 07/30/15 1.1 2015 NEW CODE UPDATE 05/09/18 2.0 FBC 2017 CODE UPDATES 12/19/20 3.0 FBC 2020 CODE UPDATES i O O ME] El E:1 El El E:1 El Ell El E:1 El 1-:1 E:1 El E] I = 1E 114 ISI JX III Sm 2074 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement, Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. e•7 GV O �N .O. C t0 G-3 N Le. Ex V, f6 Cm y, � C2_ � CSP S1 3 W ;4 ra � Ku N 0 N , ee Y.i) a Q M 0 IrvCV ,`el111illl,fg°g a o LE�1 NO P E 7 8 7 5 0 =�• •fir ,0'.„TAT" •� ' 'f t1 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. M W QE Q O M " V 00 N O m 4 � J 0 coaNi00 f/1 a a Z 0 0 C Z = v 0 o o 0 og W 0) o ��oLO w Cl)Z H LL ILW �n N O i_i ❑❑❑ Z W M 'nr N th O � z z o J [Z � N M nVni'' � a �—J o w O w o V c 04 �NCD wd E— J E laww m 0 O V: ca N ¢ JIM,— N C=1CO w o z E 8 wo os z �M z" oa F— M CL r o C g0 00 Q co Wg wZ co ra c <o x mo oZ Z 2 2 > ?3 002 Z O V W Vi a � O � a mw _O o w¢ WO v 0 3 zl< > M Orn m 0 L 00 t0 LO N =3 N LO Q Cr Y 0 N m 4--+ a.,, ILL _ O I\ _lie I� co N m 0) O N Q LO r iu CU cM 00 M a 00 � o Z Z E N a E ci Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S I KITCHEN MIRROR 0 0 0� ! � O 0. BATH '� N 07 1 ® KITCHEN INTERIOR DETAILS SCALE: 1/4" = 1'-0" BATHROOM 4 r- N NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION VARIES, 2" LESS THAN GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS 42"HUPPER CABINETS BELOW CABINETS--,,, UPPER CABINETS � MIRROR DOUBLE SHWR. SHWR. 30"HUPPER CURTAIN HEAD RODS 16" FOR LINEN CABINETS -� ,IVARIES� // ROD 12" FOR PANTRY SINGLE OVERHANGS THAT 24" TOWEL BAR TOWEL BAR IN ROD EXCEED 12" MAY re n REQUIRE A SUPPORT w ON WALL ABOVE TUB OR SHWR. ct Q TOILET TOWEL BAR -Lu o BRACKET 36" H BASE ON BATHROOM WALL h 0 FINISHED CABINETS- SHWR. o COUNTER TOP 30" H BASE MEDICINE I VALVES w = C CABINETS - CABINET rlty' TOILET `9 SOAP ILL PAPER ° DISH `O H I HOLDER S U n rn a 1'-2" o n o 0 2x `r 0 Z 02 ;t b T 0?FRAMING �i o N ) BOAR v M TUB M h o GYP N Cm cv ao oao o m Ih BATHROOMS, SHOWERS AND TUBS CLOSETS/LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS_ SCALE: 1/4" = 1'-0" WIRE SHELF @ -� +54" A.F.F. PLUMBING LINE TO SECOND FLOOR Xffli1:412mulzz HANSON BOX @- 36" A.F.F. EXTERIOR WALL W/ 2x4 WALL z w PAD OUT a Q U 0_ U >r� LL1w OP B 95,-0„ 12'-0" 13'-0" 8'-3" T-9.. AC PAD OHB 35-SH LOW 0 , I -- NOOK �- LANAI -8'-8" FLAT CLG, -- _- -- '' 8 -0' FLAT CLG. - AFF � TILE 4 -- s -- -- -- - - „ 12'-4" C T ! I I - 0 F I i I- -- � �- --r --- i - -- - 068 SGD II-- it : t I i I I � ; - O to w c7 D - h ¢ OQ U) ■ , r-- - , j� FAMILY a I 8'-8" FLAT CLG. - - I- IQ I CARPET I ,- ITCH-E I '-8" FLAT CLG.FLOOR TILE G.T_JL J2468 ---REF. - -16 5 `" - - - 3 (3)2x4#2SPF 2 DINING - STUDS w/ (3) 16d - NAILS @ BASE 1 @S33 8'-8" FLAT CLG. b 0 CARPET - 4'-2a' 3'-3" 42" H 1/2 WALL OR RAILING PER _ SPECS G.T. � --- --- -- - -----FLOOR -------- ' O U (3) 2x4 #2 SPF _ I O m STUDS w/ (3) 16d -_ NAILS @ BASE - -- 4068 ARCHGG - �= PWD . I - - ,- - D. S3 �cb I I �$ c' 8 -$" FLAT CLG � � f bd' TILE ! (3) 2x4 #2 S_.. PF I ----�- _ _ -� TR NL{UNQ STUDS w/ HTT16 AT BASEo� FOYER_r)_PE - 8'-8" FLAT CLG. I S4 - ° j 8'-8" FLAT CLG _ TILE H 1 sw TILE -o 7-23" 4 4'-0" 6'-7 t" a - _ '- 6 4 ! ! 17-10 BUILDER TO 35 PROVIDE APPLIANCE 10 EDGE OF SLAB 2" C" C -_ - D1 BEYOND WALL - - -: - PROTECTION WHEN REQUIRED PER FBC NOTE: FINISHED WALLS -- 00 I (0 - 8'-8"CLG. A.F.F. TO BE FLUSH. FIELD G.T. VERIFY, I ------- ----- ------------------ 8'-0" CLG. A.F.F. ------------- O I _ _ w W � -_ -t=�2 i p�''` ENTRY _ _ATTIC >- O -0" FLAT CLG. AFF mL --'C{' J GARAGE tr U 8'-0" CLG, A,F.F. >-1� -00 TYP. @ SINGLE o STORY A (SEE AA/S3 FOR S3 STEM OPT.) 4' 4" 1'-4" r- - - - - - - - - - - - - - - - - --- I I I --------------I I I I I I I I I K I I I I I S4 TYP. @ I GARAGE I -------------------------------- I O I - 16070 OVERHEAD DOOR 16-0" l'-8" 5'-8" 19'-4" 25'-0" 1'-4"X1'-4" "L" SHAPE CMU COLUMN N T 1 O TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL r -1'-4"X1'-4" "L" SHAPE CMU COLUMN E I`h Ch O LO 0 CV CD HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 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" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 I -30.8 OD +28.3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 GG SEE SN SHEET H SEE SN SHEET 140 MPH0000" NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18�X25' S.H. 13 20 X 38 3 18' X 37 4 S.H. 14 20 X 50' 181 X 50 S.H. 15 20 X 63 181 X 62 i S.H. 16 20 X 72 18' X 71 S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. FIRST FLOOR PLAN - ELEV-B SCALE: )/"=1'-0" General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4, R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd, or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-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 x4 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) JR-11/R-13 KRAFT FACED M cw c cV 00 co o � ees c.a i �� fu a e CM � C= E cl- 0 fV ' Le y^�}10 .. GE•NS •G1U "� o �No P E ?' + �� �• ST"�TE OF d � �; �i •, L F 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 Q 20 a CJ V Oy (N O ik J r/ > " LL rn r rZ LL W ai a M v a a a C7 co (0 00 Z C0Crn O _ CJ J Q W W ¢ m U) rn < K w Z 0 0 MZ<0= do ❑0❑ Z W z N M o � z z Q W0 V) N M a o (a L w " U Ow o f6 - ' CO U c e -2 8 _ U o c CO I < N 0 e -® o M J � � O z z � w E C p E �� oo '33 z Z. ¢� z® F- Mg U0 2=31 R .1 01 ¢o ww rn C z U o m 0 o, z m J m Q z �z o ~S F� o� Z go son C/-1 oqa az 111611 m �20 �w IT� o, Jz 3 �� zd 3 O = M J O 6 W 0 a� L M IW C6 L0 N Z) N a LO Q Cr N EL U) -0 m O LO _ 4-J d' 0 M O 00 O -0 C) LO N Q � r co oo (0 tj 0 Z E NCIS N ca JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 1.1 3/4" PLYWOO+CO DECKING2x6 LANDING2x4 FRAMING. 65 4 3 42" KNEE WALL WITH �1x8 CAP &CASING OR 36" _- 36" RAILING 3/4" PLYWOOD - DECKING PRE-ENG FLOOR TRUSS 1x TREAD (TYP.) - 1 1 M�� r 1x RISERS (TYP.) 42" KNEE WALL WITH 1x8 CAP & CASING OR 36" RAILING 2x4 THRUST BLOCK (3) 2x12 -/ STRINGERS 3/4" PLYWOOD DECKING 2x6 LANDING - 2x4 FRAMING 36" H. CONT. GRASPABLE RAILING TYP. STAIR SECTION SCALE: 1/4" = V-0" STAIR CALCULATIONS: TOTAL RISE = 10'-0 314" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 2x4 THRUST BLOCK Stairway construction shall conform to the FBC Residential 6th Edition (2017) sections R311.7, R312 and R302.7. Ziser height: I -he 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. dread depth: fhe tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of he foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any light of stairs shall not exceed the smallest by more than 3/8 inch. Ninders: Nnder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost )rojection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 nches at any point within the clear width of the stair. 4osings: fhe 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 nore 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. 3eveling 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 ieight measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less han 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a Joint directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be 'eturned 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: -landralls 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. 3uards: 3uards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 nches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 nches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the reads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a ,phere 4 inches in diameter. Jnder-stair protection: nclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side ivith 1/2-inch gypsum board. r SEE PLAN FOR LANDING DEPTH i MIN. (3) 2x STUDS R @ END OF LANDINC BELOW HDR. BEAM STANDARD (3) 2x1, STRINGERS w/ SIMPSON A35/USP MP34 CLIP TO FLOOR SYSTEM 01 LANDING FRAMINC (2) 2x HDR. REQ'D @ ENE LANDING FOF STRINGERS l CONNECT TC c0 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 I CONT. HANDRAIL RETURN TO )WALL DETAIL. B SCALE: NTS 25'-0" 6-7" 16-1 " 24" 1 D2 2x4 #2 SPF STUDS @ 16" TYP @ H1 0 6 H1 O 6 O.C. TYP. @ 2nd FLOOR CORNERS (2) 25-SH 1/2 33 SH EXTERIOR WALLS EGRESS D2 TEMP D2 Elmo in FB. CC 33 -I BP - - - _-Al SPECS. v - -5' 6, -- 4� 4�� D2 2468 0. BATH 1 Ib o TEMP, GL. 8'-0" FLAT C G ! I ENCL. ON 42" MSTAM36--------- G.T.- o _ -R/SH �T►_L� HIGH KNWL. N - ` 48x42 i @ BASE RECESS 12'-10" T-2" -0" TB `r 7-0"``SHOWE 3 D2 TILE TO SIM. w/ (1) �'A.F.F.\\ MSTAM36 VA OWNER'S 36"x22" -- =J I= `-i- @BASE ATTIC I C00 h _' j ACCESS 8'-0- T T CLG I= -`"� --- -- --- SUITE CN 8'-0" FLAT CLG 2468 TP ;n CARPET -. r; N 4068 B.F. LO o -' 00 r - - - - - - " R/SH - N BEDROOM 2 R/SH - - 8'-0" FLAT CLG CARPET T-6" 111 4'-8" 4" 12-2" =w 6 T rmn c=7 D2 c7 � N W O �. o H1 � 1 g I 42" H 1 /2 WALL 2668 5068 15 i OR RAILING PER B F SPECS 14 i19 J -----•---------- S6 D2 LO 13 A R/SHTYP. @ 2 N 12 I I STORY. SEE H1 11 TECH co o 0 DInT JJ/S6 FOR CENTER -T „ STEMWALL 10 OPT. T-11" 93'-3" 5'-8" 3'-4" 5'-7" ! TH 2 TILE TO L1 7 -- 0" FLAT CLG T A.F.F. 6 L - - - l 2868 T TI LE L", D2 i>7 v ooSIM. w/ (1) `" MSTAM36 @ BASE.LL 66'cp o CNNN 4-SH BEDROOM 3 D2 1 8'-0" FLAT CLG SIM, w/ (1) ------ G.T. - ( - - - - - CARPET MSTAM36 @ BASE 11'-2" 2'-4" I 11'-6,� -I- - - - - - ----- G.T. - - I -----I 00 (o ti I = SIM. w/ (1) d t m I CoI MSTAM36 3 BEDROOM 4 r @BASE D2 8 -0 FLAT D2 CLGCARPET I C7 ` 3 SIM. w/ (1) I MSTAM36 0 = I @ BASE Q1 0 m 1/2 33 SH OK B s I D2 I 7W7qm�� 25-SH EGRESS I ----------- 2'-11" 13-6" 2'-11" 2'-10" 2-10" 19'-4" 5'-8" 40 25'-0" I I I I I I I I I I I I I I I I I I I I I ---------- -I ---------------------------- 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 W11/2" 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" 0 +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28,3 / -37.0 �E +26.6 / -29.1 �F +26.6 / -33.5 �G SEE SN SHEET Q 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 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 2 X 251 S.H. 13 20X383 18ZX37iq S.H. 14 20 X 50 s 181 X 50 S.H. 15 20 X 63 18 2'X 62; S.H. 16 20X72 182'X712 S.H. 1112 271/4X26 26X254 S.H. 1 H3 27 1/4 X 38' 26 x 37 a S.H. 1H4 274X505 26x50 S.H. 1H5 274X63 26X621/2 S.H. 1H6 274X72 26X711/2 S.H. 22 374X26 36�X251/2 S.H. 23 37 a X 38 s 36 2' X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S. H. 25 37 a X 63 36 ' X 62 1/2 S. H. 26 37 a X 72 36 i X 71 1/2 S. H. DOUBLE 2 WIDE 75" TALL 73 z WIDE S.H. 32 54 X 26 52 J X 25 3 S. H. 33 54 X 38 $ 52 1 X 37 3 S.H. 34 54 X 50 g 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S. H. 36 54 X 72 521 X 71 2 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-13 SCALE: %4'=V-0" 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 1-318" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2, Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. I TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST FLOOR LIVING AREA 952 S.F. SECOND FLOOR LIVING AREA 1121 S.F. TOTAL LIVING AREA 2073 S.F. GARAGE 396 S.F. LANAI 104 S.F. ENTRY 32 S.F. TOTAL SQ. FT. 2605 S.F. INSULATION REQ. LOCATION I R-VALUE / TYPE EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) c*13 0 Go c= -� d� �- c cv cm. cv -.•in �y spa aw ua ea ens ?" M N O N 0 fit ro NO •moo° •' .- �.J rail' ��,a ^ h ��e". �`.•`df y°°Ou it!� fy{ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 11- ', E 0M O 04 - N o � LO W En LL LL U) V LL W o_ 33 ZJ C, 6mv W a- C.: LL � Z Z oo @arn mv_ o o �_ Q/' o 7 03 N CD m Q W 0do n�pj6' z z LL W OD 6 M Z U O T 0 N .. < U ❑❑❑ W N M 00 N z iz WN M QJ _ cn LU % U 0 to L1J o c a? U e H- J E m I _ U 0 c U) I �® Z w c Z E g_ p zo o� Z �� zp H O �g a G ?o O tt ZU ,� ¢z Wz to ao �m° U mo Z Z m`_'� J ¢w ¢ �z z T w a0 N W W �a <p I01 o az <a =3 >0 v zI"_ a 0 3 N p J > CM tm 2 �o (0 LO N :3 N C- LO _ Q 0, 0 N 04 o LO _ LL U co O 0'� C) L O N <C L0 E 00 C'7 00 (0 00 z m Z C E CVcn n E U J o Q 0 c J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 1.2 ib ,1 - 80 M FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED — STUCCO BANDS T.O.P. im EXTERIOR PLASTER ON FRAME SCORED STUCCO BANDS 2nd_FIN. _ _ FLR T.O.M. _ T.O.M. @ GAR._ /ENTRY . HDR. HGT._ _ F TEXTURED CEMENTITIOUS FINISH ON CMU SCORED —� STUCCO BANDS _ N FIN. FLR. CV 16070 OVERHEAD DOOR FRONT ELEVATION - B. FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS SCORED STUCCO BANDS 12 5 I. FLR. -------------- --- ----�—'-- T.O.M. _ _ _ _ --------- ----- .O.M. ENTRY HDR. HGT. I SCORED STUCCO BANDS --------------- FLASHING — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —------------- CJ / WEEP 35 SH FIN.FLR. -I-----------------—LA--------t---------------———————————————————————————————————————————————— — — — — — — 6" SCORED STUCCO BANDS SILL DETAIL SCALE: 3/4" = V-0" SCORED STUCCO BANDS HEAD DETAIL SCALE: 3/4" = V-0" TEXTURED CEMENTITIOUS FINISH ON CMU --t------ RIGHT ELEVATION - B. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved (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 e12 cy 0 N oo cm tt� cm a u.t o� e= v a� MC'� M N cc C= .� a y 03 N 0 CV 0 °ar,saa3�ra •i'�G �` v, FE787 0 a E- • 1•�'�' STA Ir.- OF C? f �; 1, • y�,.;r r . �s �94+33e3it6�i,% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W a vE �N o 8 cDn O N V 0 # G =�COo a COr_� u;W a) - Ma 3 W a a m LL a Z z Z 0 r — .6 Z;� p o L_ O Y Y O X p 7 (pN0 m J Q N pj6' ¢ m W Z ILW ILd ��w & o N CQ Z �' U fU) I=- 06 ❑❑❑ W U M Z N M O O O z � z O QQN Q v. — Wul) M z Q) c9 0 � w R U Ow to �Nco m Elmw f-- E U O N o J o� ¢ Z Z a � LL E E z o o° Z ary a O E (J wz z® ❑a Fm ru � &� oQ Z� CO ro <o o wW ra cn c <o ¢ m� o� ZH Z m J U Nm ''<w a" ZZ Z 0 T 9 7 a NF Wcoo O m Q �O aLL z ti F C7 ;o `r N a 8 3 0 2 O i >M J m m 00 (ID Ul) N =) N CL LO Q°o J N W) +- O LO _ �F--+ LL d' U M O O LO N Q LO -- r E cM CD M z° m Z E N 0) C co a ;_ U 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 I IMflI AC+C- CILII K IrlI r- IA IClTAI I r-rN AC? M=M EXTEI PLASH FRAM TEXTU CEMEP FINISH FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 1 /2 33 SH O.M.____t--- FLR____I__ CJ 6068 SGD 12 �5 25 SH 25 SH CJ / WEEP 35 SH REAR ELEVATION - B SCALE: 1/4" = 1'-0" EXTERIOR PLASTER ON FRAME TEXTURED CEMENTITIOUS FINISH ON CMU 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 Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wail or floor assembly of wood -frame construction. • Atwell 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 M 1( cat 0 cl-t 00 d v e 2., roQ d -�, E CD � v CM CV O CV 0 .041 eE N S . = o r>r- No � .. STATE-- OF elle 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 Q S N CS N O N n N m p qk 0 0 7 W N LL LL V) H 0) LL W °_a a �mv W aU)Z � JU_ Z O Z @2rn = o0 o o oLu O J W m < K z Z L CC) a w LO co Z U O s— Z N U Z OCIat 0�❑ W N M o g N � a � U) to M 2 v (D a 4-' f6 cas , , , Q 0 ,N v , = 3 U ,. E ml U ) o = co ogM = z IL E is o E u zo �z o° >� 0o z© a F� rp CL E 2 0 o,0coo 0 o Zi9CD It ao ¢Z aO W Z co fu ¢ z m O °Z C Q) z m J m <� ¢ w ,z 3 0 c. � 3 o w` 6J ;o v aIa a= o 3 .2 0 M J rn m L 00 � � N 3 N LO QCr Y N _0 -a m o LO 4-1 O LL Nt L) ch O O m o N Q � 00 .— co E 00 � w � CIO .. z cv Z E N iri m = E w c o- U _J Q 0 _J JOB NO: 23-02469 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. 150A/200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH #8 to Range #6 to HVAC MAIN 150=2/0 in 2" Conduit 200 amp Y200=410 150 amp UNDERGROUND Disconnect SERVICE BY POWER CO. INTERSYSTEM:;;�� BONDING 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 EI CODES AND THE LOCAL POWER/UTILITY COMPANY. ectncal outlet heights as measured from finished floor to center line of the box to be. 16 AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory, 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. 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 I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH CL13 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE HI -HAT - TO BE SURFACE MOUNTED ON J-BOX I _o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN 11Q1 EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) De PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) 0 TELEVISION (OPTIONAL) �2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH l� J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT DEDICATED . RECEPTACLE FOR MICROWAVE RANC HOOD PER SPECS 1.5" VTR III 3" VTR I� ��I I I� I I I I ^ I 1 �� 1113" VTR a PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ITCHEN ITCH FOR POSAL SPEC 3 & 4 KITCHEN SCALE: Y4'=V-0" A/C PAD DISC. WID GuuFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS FI y--DB & GFI TO ------- ' BE ALIGNED VERTICALLY II 1 COACH LIGHTS ", COACH LIGHTS OR PREWIRE AS OR PREWIRE AS PER SPECS , / PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. I I I I I I I I I I I I I I I I I I ( I I 1 I I I I I I I I I I I I I I I t I I I I I I I 1 I I I I I I I I I I I I I L----------------------------------------I SECOND FLOOR ELECTRICAL PLAN FIRST FLOOR ELECTRICAL PLAN - ELEV-B ELEV-B NV O ' w -- � aka e✓ d, zt; M NO N 0 L ,90°'+•!'�,�` \.' \ G s eGj SThTE OF �Cr s e"Il J� � � 2 41%0% To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N F. Q o M Eo 'Cj '" O N U N co 0 Loco (o U� N tp�r V LL w M �rNivCL w g a- J LLB Oj Z Z 0 3: @ O O O: W W a N Cp m Q ogle ¢ m W co a'' K w Zto IL N Z Q _ M 3 N U U) H O v ❑0❑ Z W z N M 0 0 Z O aN N N M (3,)l � 0 LL T CL LLJ a U OLL1 —� � 0 c V)S:§ U W� Ric I z� 2 U c U) m �® o JZ w CJ Cl>a J y ¢ O z Z li zo >m zQ E w� oa F— f0 CU �0 OZ OE CID 0¢ a,6 0, Z00 ro <° Qo wZ C a mo o, Z m J U o m <� 4 W �Z D o� z o g (J7 � LL rL z o c> � wY ;o z zld � 3 `' > CY) J rn m m 0 00 co N CN LO 10-1-1 Q 0 Y o J CV °- m 4-1 c6 N m 0) N Q LO r oo .. ai �(� � MC0 dN Z CVZE " d C C a 0 _j a o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3 w 0- O , J,^ v! N r Lr) 4'-0" ROOF VENT i5:1� 2 SLOPE 5a2 SLOPF� Z ZONE-2 o W ATTIC SPACE 9 0 O 1170 SQ. FT. Al LU 01 w uj to o f L6 41 \ti/o LLJ IL U) N_ 5.12 ' 5SL SLOPE 5:12 SLOPE') d y/A I O CN X I 5:1� 2 SLOPE 5:12 SLOPE w LU ZONE-1 I u- I ATTIC SPACE 316 SQ. FT. 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 of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 0.0 1.0 Floor 316 303 43 152 11 76 138.0 0.0 138.0 (Zone 1) Upper 10.0 1.0 Floor 1170 1123 160 562 40 281 288.0 (Zone 2) 150.0 138.0 *NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVESISOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - B SCALE: %4'=1'-0" r_ r en cINJ 0 C%j a® o c ��C14 -a L x LZ � o � R9 Q C) NCD E E 6L � L.- f-7 M M N O N O fp''� "V/cj t No PE7 /"- v _ AT E i,F 1 ✓P�O�A O i�d 1fi��... �;ayi EsSEti6zs'' To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 0 7 lr) c N LL (n (n n r�- a L6 W rL LOU v 3 Qai w iL: 13 LL 0 Z "'Mg C f 0 WU .c ¢ ) kz IL H❑ w GZU UN z ❑a ❑O Z W � o o 0 � � N 10 z o J d � N to z v � 0 4—J W� U 0 c11 LU o c N sass �N in (tip e— LU E m6 = w o w M� ¢ z Z U- � E w o ��� U o0 tt <R o a I-- r6 2 � 00 o o oQ �z r6 <Q �z a C zz 2Y �o Oz z J w -�5 8 3 ¢^� 0n ,z z go W o LL az m �w =ID o wF �I< �o a ° ❑ O 0 C'7 o rn m m a� L 00 LO N N LO Q Y °o N °- W m LL m o 0) N Q LO � �`— M E CID � �, o z CU FL 0 Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN „ w z LU J 0- CONTROL JOINT DETAIL z OO �8 z O 00 cn Q wo J z O::D Z_ Ln O 1 9,-n„ 1 i,-n,, T-5" 5'-2" 3-5" 10 11'-8" 1'-4" 2'-6" x 2'-6" x AC PAD V-0" w/ (3) L TYP. @ #5's E.W. 53 PORCH ■ III ■ ■ — ------ ----- � �INDICATES FILLED CELL —I 9 5 W� w/3000 qSI CONC. GROUT 1 0 T 1 e0 o FROM FTR. TO BEAM w/ (1) #5 I _ j T r I I I REBAR ERT. ABOVE SLAB. ■ I I o 4" TYPICAL@ ALL PLACES I 6-10" 5'-10" 1 eo 00 II SHOWN. HOOKED FTG I co DOWEL w/ 17" EMBEDMENT w/ 25" E T. ABOVE SLAB. 1 GRADE 40 STEEL C.J. — - — I HVAC CHASE �• I I BASED ON �---- - - ----_•-- ■ 3 1 LOCATION PROVIDE 1 1/2" M RECESS FOR SGD I I S3 REFER TO MASONS ■ I ! I C? SCOPE FOR WIDTH.! Cl) � I zozo III I ■ ( FF1 OJ I • f C.J. S6 I TYP. @ + 0? TWO I 13Y2' 10 STORY I! 4'-1" 3'-8Y8" MIN. 3000psi CONC. SLAB FOR HERNANDO U COUNTY ONLY. 3Y2' MIN. 2500psi CONC. SLAB II ■ ■ OVER 6 MIL VISQUEEN I VAPOR BARRIER I I GG TYP U UI S3 ■ I J — C.J. — — — I i - o li I I I n i N 1I1 ■ III � � � T-3 d PLUMBING STACK I I— — — — — — I GG S3 oL C.J. in _ _ _ 13'-1" c° 3'-0" — STUB UP 2ND x FLOOR ( II V-0TO 11 w/ (3)„ FOR A/C —�— — — — — — _ #5's E.W. I I I I I I I 1 1 1 1 1 1 1 1 I = 01, Q H I S3 S3 iv w 0 I I 17 9„ 0 w 0� z w 3'-11" V-6l'> 5RN J m IO Q PROVIDE 1/2' 1. X■M ¢ n 1/2" RECESS FU Y o0 QFRONT DOOR41 I °6 a 9 10 I OO i" TOP OF CONC./ I LU `r m W PAVER TO BE 4" I I > uj BELOW FIN. FLR.— z C.J. N 4'-4" V-4" 2'-6" x 2'-6" x — — — — 1'-0" w/ (3) � TYP. @ :;t L #5's E.W. o SINGLE I I I S3 10 STORY ■ I I ■ TYP. @ I ENTRY I A o � S3 U I I g (2) #5 VERTS Win S3 (2) #5 VERTS w/in I I FILLED CELL FILLED CELL Q— — — — — — — — — — — — — — — — — —I Et 1'-8" 16-0" 1'-8" 10 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 MONOLITHIC FOUNDATION - ELEV-B SCALE: Y4"=1'-0" 0 N 00 O C Q CD a LEI CC li �Cr cm V CL .'7 CU ^°w1 aT M tV N i`t 0 ,aaaloll L v � •r� f r � %'�i d e No P`= 7: �-,r,•' STATE OF C) '141501% 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 �r E aC) C') 8 (,Do N N n C INi 0 z LL rL d Q n. Coco:: LL 5 555 Z 7' O L C" V CT, � Y o m LU i W 0�� Co) W U) 0 oC-r Co 6 Z z LL U N C) z U N H O Z ❑�� W CD z N ch co Z N � o � a 7 E3 N l 1 Cz ` W ll o _ )M Lu O I." N c Y �N - to �CO U w I _ ✓ N U l N Q N o W � M ¢ Z Q Lt- E zo zoa o E V w° z z oa 00 O C O E "0 Q a° o" O z o Wz o U mit O Z z m m¢W zz CO � 009 aO W a w u W az�3 zr c� cn M w� IX d zla _F 3 >M (� m rn c9 L 00 N .-. Q 0 Cr � o N .E..+ LO (D N m 0) O N Q LO o r E (0 CM O z z E E N N CU ;_ 11 U J Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 0 (V 12-0" 13'-0" 2 D2 FT3GE 1 TYP. @ p2 CORNERS 0 w N 0 @ 24 O.C. MIN. 0 -n � j J S6 TYP. @ 2 STORY. SEE JJ/S6 @ STEMWALL FT7G FT6 N . 1 TY.P.. 1 L1 0 M -$'IBRG. WALL —Tj Cn 0 0 m FT8G FT13GE BRG. WALL vJ FT11 '— r— TYP. @ 2 STORY. SEE JJ/S6 @ -n -� STEMWALL 35 (2) A 22 D1 FT9 (2) A CJ3B co CJ1B 9 D1 7 In D1 FG3 =7 A TYP. U.N.O. v 0 W 1 Co 5'-0" W w A S3 TYP. @ 1 STORY (SEE AA/S3 FOR STEM OPT.) B4GE 5'-8" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft ✓IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] 1-7 a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 tl 10 GABLE -38.22 -38.22 -60.99 1 -60.99 _60.99-----T- ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i \ \0O ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 \ 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 I I ROOF SHEATHING: j O l 1 (D j SHINGLE: 7/6' EXP, 1 CY16) or1%z' EXP. 1 (3�/16) TILE: 1V32" EXP. 1 6116) NOTE: I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 13r 3r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN Y32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y�" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING (2) 12d NAILS TO - BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES 2x4 SPF STUDS — @ 16" O.C. WALL SET BACK. 2" PER DETAIL C/S3 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING SEE FND. PLAN FOR FOOTING SPECS. -ROOF OR FLOOR SHEATHING (2) SYP42 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL SEE C/S3 FOR ADDT INFO. 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 - 1Od x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" 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 518" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1.1/2 K HD3B * 3130 3050 518" 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" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET W/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS SCREWS & (8) 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 wl 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d EE PLAN FOR DIM. SP2 1010 605 12- 10d SPT24 1 1090 12 - 10d HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. INTERIOR SHEARWALL @TRUSSES STEP-DOWN, WALL TO TRUSS � SCALE: 1/2" = 1'-0" 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 AT48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 '5ji; STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS r10 INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS(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 2 PLY CARRIER x CONT LEDGER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN — ELEV—B SCALE: %4'=1'-0" c� cis O N O 0 m °:o c � roc e �� �e o 2 W ca cs y it: r- F,w M 0 CV BPP�rM LE [''V,o � + uJ �No a PE-0 S75 s SIAIE OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) W v E N C a o m Q Co O " N (V N (M p ik rn C '0 J G a) 7�o N) to -Z -- 9) ° gv - a m+ LLLJ Z_ 0 _r p_ c :'(dN0 m Q W or� a m Z 00 Lu Cl)Z U G H LL N ZIL O U ❑❑❑ W !!2 Hal VM z N M O � Z N z � � � J QU)Ln M n' Z a (D0 `o W U W � U — g 0 g usa U L U O N c 0 N I� o J< w M M J z S 2 z � @ E ¢S M- E 8 sz �1 oa F@ n7 o a �a 0< 00 oox o <o rZ �� c¢ o C oY m0 �z zF Z m � �m <w �zz 5 T 8 K 0 az N m _ _H r 0 �5 o C":`d w� �o h d z Ovl¢ 3 C >M J O m O n, W L 00 co L0 (N =) N LO Q Y °0 N L.L �C^T 2 Uv / m U CN �--+ O U- N 0 M O No � C)m N Q L0 -- T m N M � C'7 00 0 Z Z j N E (v E m JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.1 25' -OI l (2) TYP. , ,mow i , . v, OVERHANGS OVERHANGS 19' —411 51 —(91 I 2S ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] AREA ROOF 1 2e 2n 2r 3 3e 3r a=oft 10 HIP -35,94 -49.57 -49.57 -49.57 tl GABLE -38.22 38.22 -60.99 -60.99 -60.99 I, ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ` ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \� ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I ROOF SHEATHING: I Q SHINGLE: Y16" EXP. 1 (1/j6) or1Y32" EXP. 1 C3116) I TILE: 1%2' EXP. 1 (3�116) I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2 ", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'h" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" Q.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 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 - 1Od x 1 1/2" B HETA16 1810 1 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 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 --- wl (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 -10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" 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 I V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 161 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-1 Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-1 Od x 1 1/2" HHCP2 1 680 1 570 1 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & 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. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP, AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-13 SCALE: Y4"=1'-0" e.'a N 0 N 0® O L = - , Q :m a> LU a LJJ CS — cd Cv C= wcsp c�� • ee W r� W ^a Am _ as s� M CV O CV O l� S:ii�f9r' MO 0 G •�� tj i e G� No PE7 s+ ' 'd 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, N W a E S N N 0 C°NLL w o CLL .Ju_ o_ ZZ 0 o0o� sc (6 NW ¢c Z ZZ � N0 U Z ¢ UZ U ❑❑❑ W Hal Z N c) O O arm Z O Q � QO Q r` U111 M v c Q) VJ Uf o 4-1(DIM S w MS Um O V) w S r— w U c w m c i •+.,, r— J U o y Lv U N o co z w M J g G O 2 Z a LL zo g Y n Zo Q Q E U o � Z oa Fr—° rp 20 00 U O_ aZ °Z LE— C r ¢ O W o OV mo ZF z¢1z m J m Q W i5� 29 �w go co y � az AW m.0 dz Z oY U 0 ;o IIIIIIIIIIII� v zl< a a 3 E C) J > co Om 0 N L 00 CID LO N N a LO _ Q Cr U 0 N r' U) ' � ~ m +-+ o _ O LL P� M N m 0) O N < � T— M oo E 00 M o Z Z E N a ro dU E _j Q 0 j JOB NO : 23-02469 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F441B/1T8F401B/1T 8RF40OB/lT 8F321B/lT FORM & GROUT SOLID 4 '� :r• N W �0 O #5 BAR CONT. 81712-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. III N E-M I MIN MINIMElmo 00 0E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8 F 16- B/ 1 T a z 10 �O , Z r � tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cif' precas-flmtels = 3500 psi. 2. f c prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S .(1)R IN. MQ'D (1) RE AT TOP R ALTERNATE POWERS STEEL LINTEL ° ° o ° a .M.U. #5 REBAR AT TOP _ _ ' °° ° a GROUT MIN. (1) REQ'D 1-1/2" CLEAR O ° ° a c � J � ° 5 REBAR AT = u~j j c BOTTOM OF F ? w w e LINTEL CAVITY U O Lu 'P -BOTTOM o¢UOLu REINFORCING PROVIDED IN LINTEL Z LL d w n CWi 30 5 REBAR AT BOTTOA 7-5/8"ACTUAL "NOMINAL WIDTH (VARIES) co ,n rL a. AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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 (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION a@ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR SIMPSON MSTAM36 STRAPS EACH STUD ((1) STRAPS EACH SIDE) CENTERED W/ (13) 10d NAILS & (8) Y4'x1 J" TAPCONS OR TITENS *CENTER OF STRAP @ T/WALL TYP. U.N.O. 2x8 #2 SYP P.T. BASE PLATE W/ %" 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 riI II T/VVALL 1 ur.11 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE PLAN FOR FILLED CELL SPACING rl_- WALL SPLICE DETAIL 77 REVISED: 11/04/19 SCALE: 1" = 1'-0" 0 (D 5'-10" LL 13'-0" LL O 8'-0" LL 0 4'-6" LL 0 4'-6" LL MIN.B 5'-8" LL MIN.E 17'-4" LL LINTEL PLAN - ELEV-13 SCALE: Y4"=1 '-O" e+7 N N .ao c LU � w o � a tj V7 V7 ®� U W aCIJ t. �f E� cM N 0 CV _o M 0 4 ,�\ 1):, CJ� 131t.- I4f �� V 1J �,.f`�J•s •No P'- - 750 f ' STA'i L o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W v E o 8 Q O O N y ci 0 c it J 0 _81 1 uJ a m y a s � LL LL (0 Z Z J Zz CLL @ O O O Ye N ti r9 m J 0 m ��Z� 0 W Z Z M Z x O a: L N U OU ❑❑❑ z W N M O gj z � o J a � M C9 € -J w � U O w o V) C �V) Cn U LLJ L U ylO U o y N Q MID w �m w Cfl M J y z U_ co E z o Cl_ O C, V O z Z oa r- a� Z wX UO Z a E CO �¢Z aZ o W Z c3 c `z �¢ O °'o OZ Z m J U wm ¢w a ° �z a0 Cn aQ � W m <� 0� r� o wF ola ao v 03. ;° O >M m `` 12 0 N s- 00 t0 L0 N :3N Q- LO Q 6 °o N m LO - }, _ I� `° 04 m O*) N CNI Q LO ,- oo E CDE M c 00 z Z v; E N (20 E U � Q O JOB NO: 23-02469 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 R308A 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 Y INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1.13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-16, ASCE 51TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD: 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD: 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2,2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD ATTIC W/0 LIMITED STORAGE): 10 PSF NON -CONCURRENT BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2,3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3. 2. 1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN'. MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 26', #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: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2, C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: �„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 If NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4. 4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS :ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4,5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'S BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4,7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4, 8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" f the building side wall. py d o a 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be forms. Permanent forms be etc., shall made with permanent metal or plastic must 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 rainf II occurs before vapor retarder placement, retreatment Is require 9. FBC-R R318.1.5 - Cgrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sot treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The compliance "The building has received certificate of shall state: a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes; forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O,C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE f". 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. 00 �- ®w w s� cz ca sas ca rLa E._ t7 �. e co fV 0 N 0 m 0 a°11 °�r�✓ .NO P°"/8 � �. �C7 STATE OF `-V ��d i9�� Can 0 Fj . ✓ as NA Iy.°� g ' To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q a N v n N N 1 ® W LL J LL M ai (Akira i Lu QV d 0- Q M LL a ,n 0Z J LL 0 o 0 @arn L (6 Q o 0 _ :. Om J Lu 3, N C4 Q _Z LL w N CN m z F z < ❑Q� O U 2 W N c1 0 O E3 N M A4--J G CD o rn uJ C) � t 'fit • U O-� N LJ o � y vso U d w 4 g C) o 7 C N m m 44 P� w M h z a w Q O E U o0 z >NK Z z© oa H (6 � o �¢ SQ _ IM L- W z o� w z � ¢ o m g o& ¢w U, T a mw m < i x� o �¢0 �NNW S M zl¢ n 0U N C)J >M O d' m m 0 ^, W L 00 co :3N � .-. o N _0j A m + -+ p LO 4-1 Q LL ca N m CY) C:) O t r M 00 ai E w 00 (O () o z = E N �, N w CU r_ a E U _0 'ap JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING vI .......................... :i 1: I......::::::, I:k'.. ..'' . .. ......... :::`::::..... 16GAx1-1\2" LONG (3/4"-1" CROWN) ...8'.........1... '.'.'. STAPLES 6" O.C. VERT BETWEEN M'X.'' �:'�::':':':': F:::':':':::':�:::':':'::' 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 0 0 0 5'-0" Q - c� STUB -OUT FOR 1'-0.' C:) o GAS METER 0 ' o Lo � U O � CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR 3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-Y (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O,C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 314" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/13 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 „wood panels 2 x _ + 5l8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 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 -- STD. 90° HOOK r— BOND BEAM I cn w Q STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR OOC #5 CONT. FROM NDATION TOHIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND 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 STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap ?min. max. � 4 max. 0 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT ) at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". Hangers with side nailing. Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. higher 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 consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. QY/ Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500so 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer F when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Jo �When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6" A 1 z' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" Any 16' joist 8 1'- V-9," 1 2' ,I 7' 'P' 3' T-3 V-T' 1'-11" 24' 2-9' 3. Z„ 3 7' 12 1'4Y" T-1." 1' 21' 1-2" V-3" 1'-9' 24" 2'-11,° S. 7," 4 2' 4-9' 6-4' 16 I, -a, 1'-111 1 2' 1 2." 1' 7'" 2-9" 3-2'" 3-10" 4 ,3" 6' � ° 6' 4" 7 -2. 20 1' (Y" 1'-1'" 1' ° 1-c^" 2 i�'" 3 G " ,4 -9' 4'-1 r9 ' 6�-11'" 6'-11"" 7"T' &-11R 24 1' 4" 1'-1," 1'-2 ° 1-3 -S' 3-7'4'-9" 6'-19' 7, 2" 8'-4" 9-6' 10„ 9' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES, HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Jc SIMPSC w/(22)' NAILS i 5/81 THRU BOLT SIMPSC w/ (22) ' NAILS 1 R TRUSS 'OP PLATE 01 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINI$H GRADE Backer block (12" wide min.) =1 ! ' Nail with 10-10d nails. —1 I --Id 1=1 I i—I 11— Install tight to top flange. SLEEVE THRU STEM e . °.. SEE PLAN FOR °. ° .. FOUNDATION INFO a. ° G' ° STEM FOUNDATION r—GRADE ocn nr AKr \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap k1Ba cker 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. /•Vl.. t NA'DC 4 tivtl 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. �0 LOCATION OF SECOND H10A SIMPSON H10A ° s° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" v CENTERED @PIPE PVC OR SCH40 SLEEVE PENETRATION a a 4 o a 11=111 = a a : a 11=_I=111 ,111-1 I- �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE PLUMBING LINE Q L ali a a 'G _. CD Z"a . 6 SEE FND. PLN, SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE n . T '4 c a° a -III—III-1 e a a a a I=111- '' _iilil a Il,l�►_ ,. Q SEE FND. PLN. SIZE & REINF. M 0 c�a 00 o = �. tffi G'd Ate. 47 "d� m7 v'9 Z'V it T CN N 0 N 0 cq No PE78750 ... g .f� • S T A': 1 L O F s <y f O 6 l tt 0At 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. 0 Q f oS� I' V N N ✓) (Np O 0 J Y = r, Co 0 (n r V LL W C) � a a Z 0 � cNi j -u ii a Co 0 LL Z Q O L 2 V p� o I Cii Co J r ¢ 0 m � Z tL LLW 0 w N Q O 2 co ;n N V q h U ❑❑❑ Z W Z N M 0 0 Z CO N z o � to N v 0 � N u- LU Ow N v W J I-- — £ L � yIJ ,• = w v o c � Q ° �® N �� r, a1-0 z W c�'� J 0 3 ¢ Z < � o zo z� >� o a E CJ o°© o a I— rp Xg 0O V O E 0 C < a0 p < ¢z w� w= > C: o ° m� 00aw 8a 5z Ww U5 a o ;o .: zIQ o T (D J 'M O m m m (7 00 LO D N o LO Q � Y o N '^ U � / J J �-" LO O Li- � co N m O LO N Q LO T E c _� M z Z C E E N N a U Q Ca a) JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S N 1 3 r` N i m n N 0 N 0 N N Cr I N v .A a 3 Q PM O i a Cn 0 Lz U v U 0 i U Cn I Y i O N N 0 M 0 5 a N G M 0 W a m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP') VARIES I►b9J 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 --1 CHART ON FLOOR PLAN 1X2 P.T. AL-j NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Rd TnFNAII S T RR R FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 I r 11/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE, a TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER ° a-77 SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE W ASTM I I- I=III=1 m . ° ° I o =1 I i-III=1 I I I I I I- D7158-CLASS G or H, or ASTM I I=I I=I I=III-� P • I=III=1 1= D3161 -CLASS F, IN '1-II�-III III-� ° - - ACCORDANCE w/ TABLE I I -1 I I=III-III=III-I 11 I I -I I-III=III- R905.2.6.1,FLORIDABUILDING '-III 11= III -�•IIIII III( III=III=II CODE 7TH EDITION (2020) 811 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE 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.--/ Hr 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN iz FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cr, AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ,c L ° ° ' i ,III, °° � ch - — —D 6 MIL VAPORI D I III �• I z - BARRIER C 4 T N - D: I I (- COMP. SOIL. (= 11 ° (COMPACTED TO 95% -I MODIFIED PROCTOR T 7 1 1 TTl=1 I I- I I II ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. T-8" HOOK (SEE Orr (2 STORY) U.N.O. DETAIL) TYPICAL TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND — 14 O.H.D. RECESS ^M e. 4" T 60 SEE A/S3 OR J/S6 --I _UI I I Ill i i l„( I l l II 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. STUD LOAD BEARING OR2x EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD VERT. IN FILLED CELL SEE CC/S3 OR N#5 G/S3 FOR ANCHOR BOLTINFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3)5/8" x 6" EPDXY BOLT OR 1/4" TAPCONS *SIMPSON SP1(6)1/4"x3 EVENLY w/ (10)10d NAILSSPACED "2 2x P.T. PLATE �,P ASSUMED FINISHED GRADE MONO OR STEMWALL zFOOTING MONO SHOWNo0 FOR CLARITYZ NOTE:"FOR BEARING WALLWI UPLIFT ONLYFRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"S3 SLAB INFORMATION. 6x6W1.4xW1.4 3112" WWF OR FIBERMESH min.) 4" GRADE W�—I I —II , _(1) #5 REBAR w/ OPT. =1II-III-I 11= 11= I I -III- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGESCALE:3/4"=V-0"S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN, CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12"O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ _ 2" x3/16" PLATE WASHER (TYP.) ELEV. U-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F,F. @ 24" O.C.) 2"- ELEV. -0'-31/2" z 31/2 MIN. A.F.F. p CD -vr TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTHBLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (OR / GYP. TYPE X @ s „„„EACH END (WHEN PARALLEL)(U.N.O.) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS.ABOVE) 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 PLANO.C. OR 5/$"x10'WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4INCLUDE THE WALL WWF OR FIBERMESHATTACHMENTS 31/2" MIN. ° NlI ITT ,i.=f 31/2"(min.)- 4�� 00 31/2"(min. - 4" 1 VIP, f 1T f �If II�-1 f=ITI -1 11= (2) #5 CONT. "'-�"-' ' "'- 4"1'-4"8°U.N.O. MIN. TYPICAL BEARING WALL a(� STEP (a7 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" co TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH z. ��= 1/2"(mn) - 4" 00 =T=1 1 D ' - =r111=I11 TI 1-777••••••���1 I=-f III=1� (2) #5 CONT. I4„I TT; 11141�1 IT 1,, 8,U.N.O.TYPICAL BEARING WALL @ STEP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C�oINSULATION PER FBC AND ENERGYFORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11)LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL3RD LAYER 1/8"THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP]FIBERMESH2X PT PLATE #5 REINFORCING WEEP SCREED INSTALLED BAR�- -1 7,,-- PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR E#3 & #4 LAP SPLICEGRADE 40 MIN. Fy= 40ksi o FINISH GRADE aoi -25" MINLAP [30"MINLAP][GRADE 60 MIN. Fy= 60ksi] NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHORcBOLTS 6" MAX FROMoEND OF 2" x PLATE n 1 - W �►-1 I1 1=1 D • 6 MIL VAPOR BARRIER i1 I 1 I °° 1 - I=I =I I="''#5 REINFORCING BARR 17/8`" 11� �I TI I hI I IT r #5 LAP SPLICE D�'' I COMP. SOIL. (COMPACTED TO -I95% MODIFIED PROCTOR ASTM L�D1557)4" 1'4' SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP, BD. P.T. 2x 2„HOLD GYP. BD. 1/2" FROM SLAB 0'0"CONT. BEAD SEALAt INTERIOR -31 /2" a i a a.. r. . CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB EM 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 r ' T WWF OR FIBERMESH , 9 a K S3 36" MIN. LAP [36MIN. LAP] 10"#6 REINFORCING BAR #5 STD. 90 HC70K #6 LAP SPLICE REBAR DETAILSFSCALE: N.T.S.S3FRAME-DOWN FALSE BEAM w/ (3)EE PLAN 10d NAILS TO TRUSS TOP CHORDAT 24" O.C. MAX. FORTRUSS SEE PLAN FORx%CONNECTION INFO TOP OF BEAM& LAYOUT DESIGN SEE ROOF PLAN (2) HTS20FORSTRUCTURALBEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > w SEE PLAN FOR STRUCTURAL LLI COLUMN SIZE AND BASE o w CONNECTION INFO. U) SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS > w FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) Esw U) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR. COMMUNITY SPECS 0 (2) #5 CONT,ON 3" CHAIRS8„1' A" (TYP.) ' } 1/2"(min.) 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 CWWF OR FIBERMESH ; r-I �_iT1=1T C7 TYPICAL INTERIOR BEARING WALL w/ UPLIFTGSCALE: 3/4"=V-0' S31 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 WWF OR FIBERMESH SEE A/S3/J/S6 -� i `--fi+/- ,,_.�-,,8„FOR REINF. INFO.�OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION.�'SLAB STEP & RECESS C� S.G.D. M SCALE:3/4"=V-0" S3 CM C c•� N O N 00 a -o �- > W Q C4 --flmx Cn E .5' b CV O N 0 a���;:tffi'sra�A M ° 'y;�,ys''o ,,,•hew (_7 °'��i°�•/�� `U� • ••No PE7 50 f �-o: 1) • STA E OF �•• 0 R'I�^ 1��`�•( `� : t� �'t j'10 N A`,,... ejffII31j3�,`}0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. rA .W O p N V N m = N 0) ci ' C 7 �� N LL (il Co ^ 8 to M c u` W a of a �LLLL 0 , 0 0 w° �y� z s 0 o 0 Z t m9 o o o {�' '(p N Cp in °'°' o m Q d 0 z W Z Cl) Z IL F NLL OU Z ❑❑❑ W z N M o g z N z o � � Q 0- n N N Z a o 1 ' l Cn - w m U O w g G N V) U w� — 8 zl'... U o . C U) 5 o o w o o a n E U oa I— M 0 o E co �� oO a� & Q z _ t- <z -z -C ¢o o< -z o0 z m J a m Qj ¢w �Z g s �o A ogco <o U NW �� z w¢ o J o r ch v 0 a 03 O > co J O 0 00 N � o L0 .-. QCr .° N m >' a-1 C o _ �--+ ILL d' MC14 O C) CD Ln N Q 19t oo.. T- M m C4 CY) 00 o Z ca Z N cn E wca N c EL0 _j Q 0 c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) 3 w 0 i m n 0 N L v 0 NN J N O N O b- v cn� Q N N i 0 d E E 0 J W LZ O U Q 0 UI U .m 0 i U to i z I i 0 0 a c� N N 0 0 0 a N 0 v 0 w 4 m N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEADWOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK „ VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1!2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE; N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C.. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO -- TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ 12 10d 3 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +++ + +', STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO - TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d — NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CL TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4, SCALE: N.T.S. S� KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J d d G d d d d 8 STD.90•HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 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. WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL Q T tj T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE �8x8x16 C.M.U. GARAGE DOOR ----____- GARAGE DOOR ROLLER CONNECTION ASSEMBLY .`'`:•..;,— GARAGEFLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d d a a d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. sFF �o� 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" --i O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —Ct VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN, CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP I IARAG E IOOR NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 (2) (3j (2) (2) (1) LSTA30 (3) 4j (2) 1 (4) 1 (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"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS • 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. Op00 .; SIMPSON HT74 TYP. U.N.O. 4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. SA _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A 12 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 2 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 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LB'LOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cW> 0/C FIELD �r Z a¢ 2x TOP PLATE T 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • LMAIN O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL Ty /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 r L TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 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 . ' 46 SPLICE STAGGERED N 10d @ 8" O/C ATTACH ALL - EXTERIOR STUDS W/ Yl6d TOENAILS TO �I UUP 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. �+ F= 2240 LBS .T+ SIMPSON C SIMPSON SP4 SP2 \-NAILED INTO TRANSOM TRANSOM FRAMING FRAMING P.T. SEE SECTION J/SS ATE AND K/SS FOR ADDITIONAL DETAILS SIMPSON SP1 SIMPSON SIMPSON LINTELS SP4 SP4 / SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON r SIMPSON SP4 / SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) G (9335# SPF) N. 8" 'OXIED A.T.R. & NUT OXIED A.T.R. I&NUT DXIED A.T.R. I&NUT ROOF TRUSS ABOVE F 2X BLOCKING I I 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) (2)16d TOE NAILS EA. BLOCKING • 2X8 WALL ABOVE ENTRY "I K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0"'O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY--5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY REV. 06.24.22 SCALE: N.T.S. e•7 N 0 N °® H cc cm �g, � m E �a M N O N 0 No P E !?50 ;a c1 ' r ya�°. S. .a. ' ,- 0 F ti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E a m 8 P N N-CN v N v O C7 ik 0 . o' di �rNiv u-uj a Q LL d N LL t7 zoo Z t m v_ o O o W rog"a, W J m oZILW o Z co Z 0 N Z OU F=- ❑�❑ W V M a) Z N cn o g z o ¢ v J d � N Z a C o u_ � w ij— O w o V) w c� y-- - E O �1 = L N 4/ O 55 � 0 L N ¢ O N O� O J W c Cl> J Z ¢ Z Z s U_ E u0 za >ry aR �P n- o E� Wo M00o U 0< E ¢¢ as aZ wz a Wz �W c 0a 0° 2 m y 0 Q W 8 a W Z o � 3 n W W o m <� Qa ao o IQ o3 M O a� m E nr c� 00 t0 �i7 N =3 N LO Q (�' °o N m 0 4-10 LO ..� O ILL r11*_ h co N m M 0 N Q L00 r /� Cfl _ 00 o Z z y E N CU U °� a Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 W I t\ N m Cr 00 C N N 0 M Q0 0 I M v V) i C 49 a N 0 r- 0 a W E: 2 0 J U v c 0 UI U N 'O U I Y 0 J N ti Cl- N O 0 0 C14 CV CV 00 0 0 W Q m v SIMPSON HGAMV W/ (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\ 2x4 #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 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS —� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 91i BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 45°± / 45' t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT ' & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO • SILL 1/2"CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 1pdX3" @ 3" 0/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)10d 1z 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2) 1Od (NOT REQ'D WHEN /; X TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING' 1/2"CDX PLYWOOD OR 7/16"@ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST ROWS OF FIRST NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES @ 1/2" x 8" "J" BOLT @ 48" 0 C �:2x4 'T ON TOP OF PANEL 70.C. @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCRE SIMPSON META12 w/ (7)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES A MOISTURE BARRIER 1 Odx3 @ 4 O/C 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM Q.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)1 Od 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) 1 O.C. MAX) wl MIN. 4" 2 1Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE S5 SCALE: N.T.S. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r f X-BRACING, AND TOP r M M ' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 x INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1112 1/ (2) 16d NAILS WOOD TRUSSES 8 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1 1 2" EACH JOINT w! (3) V:..A BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT „ " " 2X4 PANEL BLOCKING (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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 SPACE AS SHOWN FOR 3-PLY MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 'ILI' BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) —GABLE TRUSS —1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD _2X4 'IT" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C 2x4 BLOCKING 2x4'IT" BLOCKING @ 48" O.C. 16d NAIL 'ILI' BRACE ATTACHED W/ E 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 'ILI' BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB — SINGLE "L" BRACING DETAILK 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP SIMPSON SP2 w/ (12) 10d SLOPE OF ADJACENT TRUSS NAILS AT EACH STUD FASTENED WITH 3 STUD WALL {SEE T. .( ) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 'ILI' 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 OF THE LAST LAMINATION ( ) 2x4'7 ON TOP OF PANEL I ° 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1Odx3" @ 4" O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION 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 COLUMNS $ SECTION g —— ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT� N, SEEM/S5 CROSS BRACING DETAIL SCALE: N.T.S. vviv r. L��.nr�nvu GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. CJ` CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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"O/C WOOD TRUSSES SIMPSON HGAMI OKTA 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) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z � a BRACING w/ (3)1 Od x 3" AT r • 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 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT �— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT� N, SEEM/S5 CROSS BRACING DETAIL SCALE: N.T.S. vviv r. L��.nr�nvu GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. CJ` CJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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"O/C WOOD TRUSSES SIMPSON HGAMI OKTA 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) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z � a BRACING w/ (3)1 Od x 3" AT r • 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 'ILI' BRACE (1) 2"x4" (U.N.O.) 'ILI' BRACE 2"x6" (U.N.O.) 'ILI' BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2)'ILI' BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/(4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) '—CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5I CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w UJI 0 o O it z O w 'v o , � O CJ w — — — — o 2 — — — — o --- o I o UJI NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2)'IT" 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 I 1 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION s+t 91-1 CP 4::7 ��M>< tom- r. y f7 C) V7 -2 6"J .tee ' � :� 3t� C" =� W W E W . " M C'M 0 0 ����,aasSrcS:lt,! 0 L� 00 x - No F. r8-'50 STATE c �• ' 1'." O P ` �t'�` N. �rr r a�A1�Q;,. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a o o N U N N m ,p QJ ak J M m U) ° w a. d M a t9 7 M o U, (� zoo Co C z_ wI - @o_ � o it W � (6NT m J Q co MM _ z '� . . w co I N z ¢ CU 2 co ;ILn N U u) F- O U ❑❑❑ Z W z N o o z S z o J d uj N N M Z ci o +—r LU O wQ) o N 0:� w YZ� � co e- C) W E 01.0, U y Q a p a W m M J ¢ g i z q , Q E E V wo w= >� z 0� ❑n F� r0� 00 o E� pro OU �¢ azwz o �J M o m 0 r z' z m J hm aw 3 ¢� 0I gz go W c O °LL 0 d�w x m q� m" FK =3 J < �I zIa o 3 Jd) 'M O m Cz T Cz ^, W �- 00 (6 L N N �- LO Q 0' Y 0 N .F.i 0 LO LL d' M M O m O LO N Q 04 U r Y 00 M oo CO M o z z = N �, d U Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P,F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od 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 4 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN --� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c d' E . * ° _ A __ _T co1=III —III L—II a I I-1TI—I I I —I � I I I e 6x6 w1.4xw1.4 I I —I F 11=I I h—I I I ° "• ° °. 'T—I I —I I=1 I I III a WWF OR FIBERMESH ° ° °e FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER _j w PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Cn FOR MORE INFO w 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 JI`i- LAYER 1/8" THICK. LU 1 0 —INSULATION PER CHART ON FLOOR PLAN B R �. S6 A S6 METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) C) 4"x4" INSPECTION PORT AT w EACH FILL CELL TYPICAL __ a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE NISH GRADE (3) # 5 REBAR ON 3" CHAIR -I I III I I -III 111- STD. 90 °HOOK —"'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1Old 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)1 Od x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER TE W/ O.C. )OR TRUSSMOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TTO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED O° FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS ff.— O° SEE FRAMING4. �-•WEEP SCREED o z PLAN • INSTALLED PER MANUF. r �G 2"x4" CROSS BRACE @ 48° SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=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 TRUSc 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 INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8)10dx1 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 TRUSS60� SCALE: 1 1/2"=V-0" ��S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 1U-0" (R302.11) SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2 x STUDS @ 16" Q.C. 2X P.T. PLATE �� /� i II I II I— -A / SEE SHEATHING SPECS ON FLOOR /-1/2" GYP. W.B. MIN. @ / GARAGE SIDE IF APPLICABLE 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 g . 4 . 4 °' e' �j I ICI IIT. �I I I —I I I1 I I I ILL.T:8�":r C #5 CONT. ON 3" F8" = rrr rri 1; 8—� I� CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D SECTION X-X IF NOT FULL H HEIGHT SHEET /C U z L�� L M G FLOOR SYST (2)- 2x TOP PLATE BEYOND I 15132" OSB EXPOSUREI F F SHEATHING w M SOLID 2x C BLOCKING @ ALL C SHEATHING 00 EDGES (SEE OPENING SECTION X-X 0.0 C x �w x E Lu F 2x STUDS w BEYOND. U, SEE PLAN a Id O 1 \\-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IArAI I r-1 r11Am1-1^s1 niA^nAse 3/8" "S" = NAIL 3/B' SPACING S 3/a" 1S/2" c S SINGLE NAIL EDGE SPACING DOUBLE NAIL E 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 VERTICAL SECTION X-X T�7 SFF �off, N 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SPACING WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL z _ u_ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. CD @ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. o w/ 8d COMMON NAIL LL O O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER i- O W,f-00<n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. co00 N m - Z) co 00 ' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 00 MEMBER IF GABLE END via NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#•) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 f `r WWF OR FIBERMESH E d e C'7 7:1 - 11 11 4 III -III -III I I ; 4 • ° ". -1 I I- I -III ° M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9' 16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 I�II� I :9�I (3) # 5 REBAR ON 3" CHAIR 4" 1 V-8" I W/3" MIN. CLEARANCE t ALTERNATE FOOTING V @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 N v C%j ua CM-� ,v ca z >.. €n to ® ca is y W sa CL m a 0 M CN O CV O M 1 t � No P ' 75 "P ' STATE OF '0., . r ,G' m � 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Q v D U N v V O N O C' i�i # C 00 U) anti_ w C) a a 0) cNi LL U_ a Y z Z 0 z m �� o O O a O � �N(0 M W W (n � 0 z Z 0 N co Z U LU O - O U ❑❑❑ Z W M co � N co og Z N z o � � a � Wunro N M z ,� IL Vi C �' U OLU g to f6 ppE I V = w U 15 Q Of`n 0 o o Jz w J a} , a � LL" � E � 8 EU zo �� sw wz >N Q� z® oa CIL a E o< a= '0 �� xZ fO <o xw vo to `z 9< mo OLL m Nz 2 ¢z � ? �w o� O �Z CIO� T z �w F W O m 0 ¢ LL = F �. ¢ 3 �o 1 7� J w¢ yo M v za3 a �r L C) > M Q a� rn CUns L00 (0 L0 N :3N Q- L0 Q Cr Y °0 N �/ U) J =, Co a--+ 0 L0 0 I� td N m O N Q �— /�/� CO t j o Z Z VV Nca U) E _ a 0 Q a JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) 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 3YP CUT TO FIT %RS IN WALL ---2x12 SYP BEARS IN WALL B 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 C 2x6 SYP ROVIDE MOISTURE PROTECTION LATTTACH ALL COMPONENTSBLOCKING STAIR TO CONC. W/ 4' X AND NAILED TO FLOOR WITH GLUE FOR STRAP2x4 PT NOTCHED INTO STRINGER APCONS @ 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/J" X NAILED TO STRINGER 2 4' TAPCONS @ MAX. 32" O.C. / (I EW "A" SCALE: 1" = T-0" E SECTION VIEW "B" SCALE: 1" = T-0" ALIGN THIS STUD WITH FACE OF 2nd RISER 1x4 GLUED AND NAILED TO STRINGER / 2x4 DRAFT STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH X-- 1X4 5YY t3LUUKINU FOR STRAP I PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ D NAILED TO FLOOR WITH GLU NAILSS)) x 1 1/2" STRINGER CONTACT POINTS \ NAILS) SCALE: 2" = 1'-0" MALL / w � 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- 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER f. 2xl2 TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED L/-/x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: I" = 1'-0" SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --------2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D—D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO t STRINGER AND TAPCONED INTO FLOOR WITH GLUE — AT STRINGER CONTACT POINTS r SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1x GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING SE SECTION VIEW "E" SCALE: 1" = 1'-0" CTION VIEW SCALE: 4" = 1'-0" 3/4 PLYWC ON DECK --2x8 SYP AND NAI FRAM I N( 2x4 DRAFT STOP 2x4 BLOCKI NOTE: 2x8 DRYWALL STOP NOT SHOWN G-1 SECTION VIEW "C" \ SCALE: 1" = 1'-0" TOP OF STRINGER —2x4 BLOCKING FOR 2x12 SIMPSON A135 4- 2x4 PT UNDER 2x12 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — FLOOR TRUSS OR GIRDER, FIELD VERIFY (2) LAYER 4" EDGE GOLD OSB OR PLYWOOD OR 1 a'X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: '!' = V-0" CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES NEWEL POST BLOCKING STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H 2X STRING R 2X B OCKING PSON MTS 2 w/ 10d x 1 1/2" NAILS D OR 3 2X BLOC ING RIS R Lni------,- VARIES ECTION VIEW "H" SCALE: 1" = 1'-0" ,ram aN ca N EG y D Ck P1 G"8 qy � RUZ oZ X;1 N � U G: M 0 0 tj 9 No PEI >� ». OF `�8a �rrcr,sae" 9�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. W �E S N g o N° N Y � coo � J I to rnn1�v- uJ w M vrNiw a a a c a Y co LL � L L z z c� O o 0L_ 11 Z L mo o o .. p Gi CO 0] uj J W U) ¢ z 00 O O w z LO co � F=- N z O U ❑❑❑ Z W Lg z N M o� z o � J d 4) N M N z dj c� V —� Q> O u..r N 0 w .I) U z U o N c Cl' ¢ W Y N m C o f w co M J h ¢ � Z Z Q � 8 Wz� z�a r0 Wo UOQ �E zzoa ZFOQ@- a �U moCf.)o®�w O� z � (_ m z o z J� cn m �o a �w �- 0 �Z _ _0 J o wa o v zla $ 3 >M Oo� m 00 (o N N LO Q 07 U 0 N a VJ^ 'I"' LO '-' �--+ oLL co N m O LO N Q LO - r E c M z coN z y E m E a �j � c D a q p JOB NO: 23-02469 SCALE : AS NOTED SHEEP NO. ST w I I N m 0 N v a 00 N 0 J CID N O r7 v C cnCr 0 a C Q N N Qi O v ED tZ 0 U y�J c U i O i U i z N I c 0 U 3 N ti N N O 0 0 a. 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER P.T.O PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. MAX. 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. %, APPROVAL FOR CONN. is 1 X 4 1x4 P.T. 1X4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED AT7ACHED WALL SHEATHING TO BOTTOM PLATE W/ 8d @ 4" FURRING 3-1/4" LONG X 3/16"�- FURRING 3/16 0 X 3 LONG FURRING (2) ROWS 3/16" x 3-1/2" '' TAPCONS #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.G., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X841*1 ElX8 (TYP,) 400 BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. PER MANUFACTURE DETAIL 2" EDGE DIST. ATTACH a TD. 90 HOOK 2x BAND JOIST W/ FACE NAIL 1 Od MASONRY THROUGH „ 1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS �� 3 DETAIL (TYP.) STD. 90^ ® @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL OEILDLS HOOK (TYP.) BOTH FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" DOOR JAMB REFER TAPCON @ 16" 1x4 P.T. TO PRODUCT JLL JU METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER DRYWALL APPROVAL FOR CONN. NOTE: DOOR JAMB (REFER EACH END W/MIN, TO PRODUCT LAP SHEATHING To OTTOM OF ND TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"IVILQ BOIST TYPICAL 0x41/2Z" APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2 is O.C. & 4" FROM EACH "• / TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING NOTC @ FIRST COURSE SIMPSON HGAM1 OKTA @ 12" O.C. 4" FROM EACH END w/ .. 2x8 P.T. ATTACH SECOND PLY w/ +2 - w/ (4)1/4x1 1/2 SDS SCREWS 2x P.T. AS REQ'D MIN, 2" EDGE DIST. (2) ROWS 10dx3" x ® ® INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL NOTCH WEB AT THE +5A FIRST 2 COURSES TITEN INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS C�c FILLED CELL PER FOUNDATION AN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL SCALE: N.T.S. SS INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 1600 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" SOLID W/GROUT it 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND 1 X 4 FURRING SOLID BLKG. AT TOP BTWN, 1/4" x 31/4" TAPCONS P DOESWIGN BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1TRUSS ° 1/2" DRYWALL * SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK ° SINKERS AND (7) 1/4"x2114" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45' DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE % ` ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM BRG WALL TYPE ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN 1-3/4" TRIM PAINTED FURTHER INSTRUCTIONS. ° ° a ' ' ''. ' •• ' . SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)1Od NAILS INTO 2 x 8 FACE OF ARCH W/ (3)1 Od NAILS AT EA. END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEAD F CHANNEL, DIA. @ 24" O.C. • ,°. OVERRAN y IS CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP ° RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4'%" WOOD ) O NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ � , ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL � MIN. 4" EMBEDMENT AT 16" O.C. LISTED IN THE DESIGN CRITERIA ON SHEET SN. SCALE: N.T.S. 12 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL jr- Q11 51- Qrr SS JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. ROOF SHEATHING ATTACHED / PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE �. ° ' yD B B EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL ° ° ' ° 4/1 /4" MAX 2 O 8 SIMPSON STRUCTURAL SOFFIT °' #5 BAR • a p. �p 0 1'O �• ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS c S FO 1 . ° , 'o 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS > ° Q KNOCKOUT / 8d NAILS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER o 1� N 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA -=II :; ° CHAIR BLOCK 2 x 8 VERT. W/ ( 2) 10d NAILS AT EA. END N ° ° PROVIDE 2x * * REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. ' MONO FOOTING - - PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" PROVIDE (2) MIN. TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" CONT. W/ (3) 12d NAILS JACK TRUSS PROVIDED BY .•ee •°, e' SIZE AND REINF. PER PLAN AND SECTION DETAILS - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 ° CLEAN FILL ° . ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF .o DIRT Z TO BE INSTALLED 2XO TRUSS AS SHOWN FOR O.H. UP TO Z-6" VFRN * ° STANDARD o 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °'• 90 HOOK N SCRIBE (NOTCH) BACKSIDE 7/16 OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + Cr 4E + + N�Ty (2) 10d NAILS @ 8" O.C. > #5 BAR IN " TO FIT ARCH CONNECT WI START OF ARC 1 �� NOTE: IF TRUSSES USED) W/ (2) #6 X 4Yz WOOD + TO TRUSS TOP CHORD + FILLED CEL 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16 O.C. MAX. OR IF MASONRY + + v v INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + PLYWOOD SHEATHING + .� THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS Q.C. ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP . ®e SCALE: 3/4" =1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR ,� , CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL 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 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± Z") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR} #5 CONT. TOP & MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = V-0" O Cn SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- ' t� NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p 0 SEE SHEET D2 AND HTT4 wl (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ° X D D w -t v A REINFORCING AS FOLLOWS: SEALANT LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.D _SIMPSON _=II—=�=) I I ' III —ITS �—I F5/8 xt, FLOOR PLAN FOR 1/2" NAILS TQ STUDS & (1) - MORE INFOPLACE U) PANEL REINFORCING INTO PLACE. ���'°�A�'"���� — — —i rr—rr I . � � DIA. ALL THREAD ROD- "g �, ��PRESS w/ SIMPSON SET a z #5x6 EMBEDDED INTO 6 MIN. LAP SPLICE W/ . t'—EPDXIED I I I—Tf� Q EXISTING FOOTING 2 #5x6 IN CONC. ( ) * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL =i I I=I I I= — — EPDXY MIN. 6" EMBEDMENT & = <"., FILLED CELL SMOOTH. DO NO FURROW. ;','.: '::; `;::° " ° D .° �I=�=Tr —III=III' 3"MIN. EDGE DISTANCE DRILL 3/4 x5 MIN. HOLE F PLACEFULL MORTAR BED FOR JOINTS NOT REQUIRING - U J Q NG PANEL REINFORCING DO NOT - . �—I GRADE D. D I-1T_ SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: c14 ° 'Q REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g D TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (2) #5 REBAR. (1-STORY) \ TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE 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 � MIN. (1-STORY) (3) 16 #5 REBAR. (2-STORY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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 MAYBE 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" e•� A c� act CO Cl- c� to c4 �CzC=� � q9 M N O N O M o .; •at �°�r� f.4�GEN �i ° -'C, •� No P 875� joss :'a / `•-a i� �,1�-'%• +� e ,f'��YiiiB6d2il9 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F a E vn N O 0 N in N N n 0 0(0 N N ti� LL w wa N Q M V a a LL LL 3 a N z 0 o Z 2- My 0 o a' yyo on o :3 Co Q ���� C) W z W NM O ;n 1=- Q U ❑�❑ ZCLLH W N M Z oo N z o � Q U) -o a � M z ^WN' 0 `o w 4-d ct� cn w 0 w o War— F — E o y Q o 0 N Of o z W M M J S{ O q Z gZo U- E E 2 >ry N � E y O F z Z oa Fes- 170 CL so U O E a ao p Z ¢S �w ❑ m 0 m J m a <W �z o< go W wI a m W m <o op �- �3 w¢ E o ;o M v zla a r o 3 >M 0 m W L 00 (ID U0 N =3 N Q- L0 Q CT -2 o J N '^ t/J >, N D a--+ 0 U- -�e (6 N m 0) O QLO r E c M ° Z z Z E E N �; ur Cis c a E U 4ic Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO, SS CROSS BRACING DETAIL (TYP. SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST LAND G. 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. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS rr� �- �vu `w �rw. � . i .vvv •.��. TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - ^ CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ---/- WOOD TRUSS - A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE EXTEND FOUNDATION PLAN SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE V-4" PORCH SILL �15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS T 'T VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRIG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 2,' - z U PORCH SLAB SEE ' 1 =- N FOUNDATION PLAN ° " w -_ - cwn zw W/ #3 STIRRUPS AT - 11 WHEN 4-10 E DEPTH NDE • T EXCEEDS 30" _ - LOWER OR GARAGE SLAB 1'-4" SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 3 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS 169 HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE -� PLAN EXTEND SLAB 1 1/2" • (2) #5's CONT. T&B w/ 4 #3 STIRRUPS AT 4'-0" PORCH SLAB SEE WHEN DEPTH FOUNDATION PLAN EXCEEDS 30" -- RADE — ° z •. N ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY � I Lj ABOVE MASONRY z O a W J w w w U) INTEGRATE M KNEEWALL IN MAIN HOUSE REQUIRED I ' MASONRY KN COURSES w/ W/ (1) #5 CON I I REQ'D @ MID I ASONRY T. TO CMU BASE OR PIER SEE FLOOR PER ELEVATION IF PLAN FOR COLUMN INFO EE WALL MAX 3 TOP K.O. COURSE CMU BASE W/ (1) #5 FILLED CELL VERTICAL EACH SPAN MAX 6'-8" CORNER FILLED MAX 3 SOLID. SEE ELEV. I COURSE FOR BASE SIZE (3) #5's EA. WAY _ • ` 6 00 e SLAB PORCH SLAB SEE FOUNDATION PLAN LEVEL ; 2 #5'CONT T B / - z CONTRACTOR TO INSTALL SEE CUT s wi • SECTION FOR #3 STIRRUPS AT 4'-Of' MIN 3" x 3" WEEP HOLE WHEN DEPTH ALONG w/ PITCHING SLAB MORE INFO TO DRAIN WATER EXCEEDS 30" 1'-4" KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILL(_716� SCALE: N.T.S. SIMPSON LSTA18 W/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHEF SEE FLOOR PLAN FOR COLUMN SIZI & ADDITIONAL INFi EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 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. 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" SIMPSON HUC410 w/ (14) — SEE PLAN FOR CANT. 16d INTO HEADER & (6) 10d INTO BEAM - SEE ROOF PLAN FOR MORE INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE -7/16" OSB FLITCH PLATE CONNECTION INFO ONLY WHEN INDICATED ON BM. INDICATED — 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE ON OPTION A OPTION B CONNECTION INFO OPTION C SCHEDULE/PLANM COMMON BM. TO POST ATTACHMENT �A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR o TOP OFEAM SEE PLAN FOR CANT. IF INDICATED CORNER `�-SEE FOUNDATION PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: N.T.S. SCALE: N.T.S. SIMPSON (2) HTS20 w/ (14) 10d NAILS TYP. U.N.O. 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 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. • 1. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d - • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. Y2" CDX PLYWOOD OR Y16" 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 Q ABOVE W/ 8d NAILS 4" O.C. IN FIELD, EDGES & BOUNDARIES 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2X4 #2 SYP P.T. PLATE W/ Y$" EPDXY ANCHOR OR J-BOLT OR Y2" TITEN HD 2„ ANCHOR @ 24" O.C. W/ SEE PLAN MAX. MIN. 6" EMBEDMENT 24" STEPS ; SEE PLAN FOR OPT. . A —.A 4 B\ STAIR INFO. IF -A, CONCRETE STAIRS 4 FORMED & POURED MAIN HOUSE W/ (1) #5 EACH STEP e ®` SLAB (2) #5's CONT. T&B o a w/ #3 STIRRUPS AT 4 4'-0" WHEN DEPTH 4. a a .4 `. 4 EXCEEDS 30" +�__A .® :e g a` RAGE OR T a LOWER SLAB SEE PLAN SECTION GARAGE MONO 21 SCALE: N.T.S. �k N N ® 7 W ce- ��C= ea It 6 '�R -,I 52 c 9 M CV O N O M }-13 STATE CF 1a �° 0; 0 IN ACV- I,�`�� 5'�'frdF9;I01BL'���� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 WE o 4 28 o c 0 7 u7 W 0 U) r— u w 0 c- w 4 JJY z Z L a p 72ENc0 m j W Z W co .l d � o w Z z N co U q F U O ❑0❑ Z W V M � z N M 0 0 z Q o J � d N r> N z irwmm 0M LU U W_ O,Io C N IN v ' �6 C ago— ) N ti 61 0 Q N m o J ¢ w � o� Z Q z o 00® oo U Fz oa F— H U 0 0 � U a n wo �w ITT SO �,_o& a <o a O U m� Z Z m � �33 � <� F '< w �Z CA)3 0 ° W T m ¢0 b w k o <Q . F ;o IIIIIIIIIIII� v 00 Zla 3 cC 0 _ P > (Y O N rn E O :3N L0 ,-� Q o U 0 N (/C^r U) O CIO.�-.+ 1) o �.1 , _ i-+ LL d' -0 U M O m Q o LO N Q LO00 T � 00 o z z E C%4 E a U J ¢ 0 J JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. D1 (MONO) ----------------1 (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED ON FLOOR SYSTEM TO MASONRY WALL BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). (2)- 12d TOENAILS 2x4 TO TRUSS TOP. EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE q o DS r< � L G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR EXTERIOR STRUCTURAL SHEATHING (MIN. 7/16") VERIFY W/ PLAN SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT j N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR JAMB STUD A� SIMPSON SP2 w/ (12) 10d NAILS 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP OB SIMPSON LSTA24 w/(18) 10d NAILS 111114 7/ P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES LENGTH ON STUDS W/ (11) 10d NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C . AT 16" O.C. U.N.O. a SIMPSON SP1 w/ (10) 10d NAILS IL (2) 2x HEADER G SEE PLAN �E 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF P . AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE C B H B C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F TYP SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE g" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE 5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING A (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK ��` l FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ WOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. aC� 2nd FLOOR W/ HIGH BM 9 SCALE: N.T.S. GABLE END FLOOR TRUSS SEE R/S6 FOR CONNECTION INFO TO MASONRY WALL AO BELOW AND ALT. BLOCKING INFO O A 1. APPLY SUB FLOOR ADHESIVE TO 2x4 CONTACT SURFACE I A 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ, BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 wl (22) 10d 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 112" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). `. IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL -------,NAILING SCHEDULE \ FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) \ ` TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, ' A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" ` TAPCONS FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER CAN NOT BE INSTALLED / TRUSS. SEE PLAN FOR CONNECTION, SEE PLAN FOR CONN. (3) 2x # SPF (2) - 2x SPF TOP PLATE STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN 2X CONT. RIBBON FLOOR DECK TYPICAL BLOCK WALL FLOOR TRUSS/ I -JOIST SEE PLAN (2) SIMPSON MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 TIE BEAM 1/4" TITENS PROVIDE BLOCKING BELOW JAMBS GIRDER/COL. CONN._@ 2nd FLOOR SCALE: N.T.S. SEE PLAN FOR CONN. SEE PLAN FOR COL. SIZE I I I NAILING AREA (TYP.) y�(2) SIMPSON MST37 STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER II (BLOCK SOLID) SEE PLAN FOR I I COL. SIZE I I _ SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ .. MIN. 6" EMBEDMENT SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. a@ GIRDER SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS 10d @ 3" 0/C ° PROVIDE 2x4 ON—J TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS —v PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. 7 K, TOP SPLICE DOUBLE 2x82x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @3"O.C. (1) SIMPSON LSTA30 w/ (22) 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON LSTA30 FROM WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED HEADER CONN. @ 2nd FLOOR SCALE: N.T.S. 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUTS DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B (2) 2 x #2 1 SYP U.N.O. 2xCONT. T&B (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) 0 .u_'J ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAILS (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. 0 e+�'a 0 sa alm n a M N O N 0 El-, j4 to �1 C d co No PC 75' 'r.r� STATE. GF :° / J BfiJllll,Iyet®1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rim,W�� ocm N G7 �7 p # 0 5�?N "LL N M U) C—q a w a Q ,^ s w a- JLLtl �- U' Z r mom o uj o a` CIL j c6 N (_O m J Q W IN a,� ¢ m o�r w C0 EL N OU ❑ z W z N M o� z z o � Q J N z +-, f6 u, � V O W o v L {— J EEp t U m I z�✓ �m U o N c Cf, -® Q c w CAM M J z4 O Sy z 2 U_ C6 E E zo zR Z® U os ❑a � �� Z I o wz �� ru ¢z . mo O LL J m cg ¢`a o� z go W C/� T WLL 0 ow _ m 10 oz r- �3 F O MjM d d r Ov zli 3 > Ce) O c� 00 co Lo N N Q 07 U o N U) +-+ o Ln O Y -0 m co o LO N Q M 0 r E E c 00 (0 M z Z E N v; a)E a U _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D2 3 w 0 i J m O N v 0 N N M N N ID Cr 0 i -12 v+ c a N N E Fv- 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 WIN OW UCKTO OUTSIDE EDGE OF `' ' MASONRY WINDOW BUCK t 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK .. AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT ^' ^ 'n WEATHER ✓E BARRIER & ;ARILY SECURE 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 WOOD FRAME CONSTIR EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING (SEE DETAIL WP07) ED FLASHING 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 SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED FLASHING O 2 SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the o i numbered items in the list nstructions 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 1/2" DUROCK- 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN V-4" PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING -� v C2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER �- DOOR ROUGH OPENING WINDOW UNIT SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4°-1°BEAD OF CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING 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 SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or suBFLooR other a roved water -resistive barrier shall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied pp pp g p pp horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 - inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST / ,; No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" READ ESIVEASSHLEASE PAPER TOO EXPOSE contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 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 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. <> SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. INSIDE CORNER O , 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.Conti nuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. :LF-ADHERED FLASHING TCH HERED FLASHING 1 2 4 5 MM I ME% EN �nl PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A e 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 11 1 Alt THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) 0- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS \STER STOP A NTINUOUS BACKER ROD EALANT NENTITIOUS FINISH IAL FRAMING IAL SHEATHING 3AF PLANE WRB AK 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 718" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N N 00 O o =o 0 a �` +a qua iu C, ; a M CV 0 CA o_ ,'4J,1 o LElAV P®, "�. �'(�' i•-Q � •4),'� my `\ 1� To the best of the Engineer's knowledge, information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W v Eo O O V N 5 (0a C s�OD � '* tl) 0M0� u a a Q c u_ 13 a CIL d U) Z z � Z ��� L Rfp_ 3:0 O 7 NN (O m J Q W W0Z Z 00 Fd N M Z Lu U 1=- i OU ❑F7F1 Z W :Z z N (h 0 0 Z N z o� Q V. J - N M N z 0 0 +-1 LU OISO 1, v V f = L y. cJ o A N 6 CID ¢ w M M w ¢ 2 4 w wo >o o p E U s°® z oa �0� � �0 _ ��oQ co ca v L g = Z. w z cn c ¢ o O< m 0 0 o z Z m J ¢� <w 2z 7j 0. zo o [n ,Z o a. cr a= � zR o 3 O J M O 4; m CU 00 (6 U0 N :3 N c)- L0 °o (N U -J v) Co>' 4-10 LO _ O t� '0 co N m C� 0 LO N Q LO T M oo (D j 00 o z E �, z E N 2 c m E .. v -i U CD Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP1 Mounting Brackets 00 Gg 4-` 2' x 4-1112' sic 2-12' TT Buk Crass Support (May bo cut to W) See Anchor $thedclle 1 Right Bracket (16 Gauge) 112'r [via. A32S Ga lvJ01 (Ty p,) I - ,i- 14Self-Drilling Screws AIC Unit aottum Edge. HurricaneStrap (TypioAF 3 in ftiortt) WR3ITer5 Front Cross Soppcart Self-Lntking Nuts (May be cut tow) Left Bracket (16 Gauge), # � � Self-l7rtltn� cTe riTfu Brackett S- Back Cross Support Into ,SIC Unit Bottom Side (1'yp€calf 3 each Side for hurricane use) 'INSTI : f INfORMATION rx:ukir. btaurflutfim sruzzi... �, art pm,.W mat-iF tads l-3aatrtr.: reeAic Btvz. itd$em3 sn1 g arvall a. upon ""heft t wilt rtr�tYY Florida Department of Business & Professional Regulation Pagel di Bulling Codes and Standards 2nfir2021 Product Approval Application Detail ., ........- ��. �s � - .. ''. -., A :" ..,._:: ,.: .,.�' - ,..ca .a_r, ..v. ',.�, _ ." :£� •Ile,: w%. v, _ .... ss - ��.: ,,&?" - �L� ,.,.,.. yge Cie Entity. or two Data Dare Panding Verson Marmi aoturer act Emalrei rA Llorms Validated By Validated Submitted F6C.Amrovai Approy star, Affirmaian 020 Smart Vent Produo(e tac, Michael Grate. Henries F. Noraro:RE Locke RE,Boyf1den E• 8. 12110120020 12JISnw0 IV26Y2020.: Approved Category: Components g rypo 877 441-8368 PE73778 34300-1800 ( ) (3 ) Subcategory: Products Introduced Result of info@smadventcom New Tachnology Campl lance Method: Evadiatioa Report from a Florida Registered Architect era Licensed Florida Prof-Wal Engineer FL#5922dt8Aadodts .. (hiai Assurance Aomoved for Us. Approved for Usa. Impact Design 8w# Product Mode IM-1,11r Name PrInduet DeaodpBan contract Exnaetlan Date In HVHZ outside HVHZ Resistant Press- 1 SmadVent.Mo2l6191540.510 Dual Function Flood and Ventilation Vent 12r312023 Yea Yea '.N1A-+lWloo 2 SmadVentModel #1540-511 Duel Function Floodand Ventilation Vent i=V2023 Yes Yes N/A +100F100 3 e'dVent Model#1640-520 Insulated Flood Vent 1213112023 Yes Yes NIA +100F100 4 Smerrvent Model#IMN521 Insulated Flood Vent 1Z31/2023 Yes Yes NA T100F190. 5 Smart�edt.Madel#1540-524 16&qu t, Geroge Q-, Flood Vent 121312023 Y.es yes NIA NA 6 SmartVent Model 915405i0 Wood Vdall insulated Flood Vent 12131/223 Yes Yes NIA .1001-1D0 7 Smarntent Moroi 41540-574 14,5&q,.t: Garage Dom Flood Vent 12r3112023 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel oft 11142021 - Code Entity or Pendkm ad- Vie.:,, parePe Vie_ M122 "_ Manufacturer Corded Eralineer&Li- -- Vaildatedae :VWdated 5utmdtt.d FOC Aoomsml A-mrid Status Revislon 2020 Drexel. Metals. ley, Jason Shunlete Zachary A. Pdest Locke`Bgwden RE: 08(10121120: 08/0912020 0812,07`2020 16113(2020 Approved Category: Fooling f sm2 302-1511 PE 74021 (334) 300-1600 "Category: Metal Rolling ishumetalpdrexmet.com Compgarrce Method: Evaluation Repon from a Florida Registered Archftect or a Licensed Florida Pratessional Baginear F L#'1767fNS6:Froduets - QuaIIlvAssurance ADD fpradfor Use . Apawwrltortlse impact Design Sea 9 Protlirct Model. Number or Name Product Desorlptlort Cadrad Eiiolratlon Date In HVHZ outslde HVHZ Resistant PP" 1 Die%ElMdel Roaring Syahem5 DMC 1WNS DMC 15088; DM➢175S, DMC.2005, 12r312025 Yes No -NIA +D/-180 DMC SV Florida Departmentof Business & Professional Regulation Page 2ef4 Building Codes and Standards 362021 Product Approval Application Detail ',_ � -�� , _ -,r 't. �'�;rzro,��'sc" tam ���_-��#`.s^�� _ �r_`'._� z �,r'.: a,±a•.._s - Code tE11 0.V b_r . Date Date Pendlrm owe T a. Version Manufacturer. m Caact kioinew& U..40 Validated By VdlSubmitted BC FAoororai mw Aood Status. Revision 2020 Therma-Tru Corporaildn Steve Jasperson L"d n F-SohMdt P.E. Ryan J. King, P.E. 04/1612021 IW112020 04=021 06/360021 Approved Categ.ry: E4edor Doas ON)a43-7628 PE-434011 1813j?ST-6555 Subcategory: Swinging Exterior Dom Assemblies slaepe4somGthennei ru.c Compliance Method: Evaluation Repon froma, on Mor1Ve Registered Archded a a Licensed Florida Professional Engineer F141W&R3 Am red for Use Sp for Use asicen Onaseu Sea# Rodtrt ModeL Number or Nanre o scr w Prduct Da ldion C.0 -Dolt Eir ratio Date n HVHZ Outside HVHZ 1 used ..IimnA esR Isrard sgg-y. 1 a.Thenine-Tru Flber-ClB..lc..d Smooth -Star Morminal 6039SIlquotlmpact8quIX; Opaque 12131202E No Yes Yes NIA Conposte Edge Fiberglass Single Dom (InswMg/Outswing: X cmgguratfon I 2 It. T1, n Tru Fiber-Onssic and. Smooth -Star Nominal 6&:#39,E 8zrvd..l pact>xd: Op. quo. 1931202E No Yes Yes NIA Composite Edge Fibere- Single Ooa iahh Sldelhe(s).(InswinglOutsMng: XO. OX or OXO co figurations) 3 c. Therms-Tru Fiber-Clessic and Smooth -Star Morainal W39 6 Ouotimpadsquot: Opaque 12/31 M26 No Yes Yes NIA Composite Edge Fiberglass Double Door with or .4thaI Sidatltesilas,-11ng1Outsv4n9; xx or ozza conflgindldrs) 4 d Thenria-Tru Rbe,-Cla..i. end Smmtli-Ster Nor final 8'0 Opaque i=112026 No Yea Yes N/A Composhe Edge Flborgass Single Door thrswing(Outs•N ng:x conlig-IJ..) 5 a. Themia-Tru Fibres-Cta.icand Smmth,Star Nominal 8'0 Pdyiar,lnp¢a" Opaque i=12026 no Vas Yes WA Composbe Edge Flbergbss Single Door ugh 6delite!s) t � na maul lOutswl XO 'OXm OXO configuration.) 6 f. Therma-Tru Fiber -Clasp and Smooill-Star Morainal 89439.0 Squd hnpad&qud, Opaque 12/312026 No Yes Yes NIA Canpoata Edge Fbergiasa Double Domvth or without SldatRe Inswing/bubsmny; XX or CXXO configurations) . g. Th---a Tin Fiber-Clessle and 5mmtii-star Mmainal 68939:8&quit knp.d&quok Glazed 12/312026 No Yes Yes WA Composite Edge Flberga.. single. Door (Insvlinglountaving X:omigumtlt,n) 8 h. Themia-Tru Fltres:=ClaImIlI nd SmoothStar Nominal 6&439,88qud lmpaca4uot, Glezed 12/312026 No Y. Yes WA Composite Edge Flbergiess Single DderwIIh Sidelit0s) dnsVdIa lutsvAng:XO; OXor OXO emngu ofi-I 9 I. Therma-Tru Fiber -Classic and Smo ilhSter Nominal 8030;8 ftm:imps t8:quot Glazed 12f3112026 No Yes Yes WA CompositeEdge Fib ergia ss Double Dow with or 9 w4th out SlddRes (nvI sIn tsydn ;XX or'OXXD . grou a.. configurations) 10 J. Thorn-Tru Fiber -Classic and Smodh ;star NarrinsAAAG9'0 &qudt Rrped" Glued 12131202E No Y. Yes WA Canposte Edge Fiberglass Single Door (Inswing)Oultseln9: X cmigumnan) 11 k Therma,Tru Fiber-Ctasslo and Smooth -Star Morinai 8&O39 OAquot tmpact" Glazed lM112026 NO Yes Yes WA Composite Edge Fiberglass Single:Doorwih SIddt.ts! (ImnanmgeOcd ing. XD; OX orOXO ccnfigurdims) 12. I. Themta-Tru Fiber-Clasak Pad Smooth -Star Nominal SM39:0&quit Impact" Glued 12131/2026 No Y. Yes MIA Canpoata Edge Flberg'ess Dude Door with or With out Sidelkes(InsshtWOult anng: XX a OXXO conflguratims) 13 In. Thermo-Tru FlheY.Classle. and Smooth -Star' Morainal 6Ǝ&qud;Impsct&quct. Glazed 121312026 No Yes Yes WA e MoldedOPen Composts Edge Filbarglaw Single Dior. cost' uteMn 'X con rtaion 9 14 A. henna-Tru FIheY- lasac end Smooth -Star T C Nominal e' d Squat Impaet&qud; Glazed 2131202 1 8 T F o 'yes Yes /A. N_ Molded Open Composite Edge RbargI.- Single Door with Glazed Molded Open S delib,P). (InPdrg/Out.sving, XG, OX or OXO ponhg.,elimis) 15. o.Themma-Tru Fiber-Claasic and Smool4=Stir. Nomlaab66#39,8 9qugt•I1"d" Glued 12i312026 No Yes Yee NfA Molded Open Composite Edge Fiberglass DeubW Door with mwithout Glazed Moiled Open SidaMes (Inwng/ouns,ting, XX or OXXO eangguratims) 16 P.Tnenaa-Tru Fiber-Clas%Jc and Smeolit-5t'ar Nominal 68039;8 &qua;Impact&quob Opaque 12231202E No `Yes Yes NIA Carrposfte Edge Rbergl.. Singly Ooorwgh Molded Open Sldalke(s) tlnswlnWUeaIng: XO, OX or OXO -fig. rations). 17 .Themia-Tin Fiber -Classic and Smooth -Star q a d FlCminal 88#39 &tad Imp. &quptOpaque 127312026 No Yes Yes WA Composite Edge Fiberglass Double Doorw" or with out Glued Mdded Open siderdes (tmm ng/0uts,ving: XX or OXXO eonflgUraticas) Florida Department of Business & Professional Regulation page or Building Codes and Standards 1MG21 Product Approval Application Detail Code frltLlt • QL Dig, We. Dale Pelitlino Dag Wine VerTian Mawfaciur,r, Contact End-&Lic,nse Validated By Valldatad Submitted FBC Approval Approved status Rovielon 2020 POTlnduslrio Jane Rosdrskl Meml-Dada POCO-CER MMmI-Dade SOCO-VAL 11n92020 102612020. 11(242o20 :Approved Caregary: fxterer Doom (941) 486-01 od (766) 315-2390 - Subcategory: 0WIng Extada Door Assemblies JrasausH@pgtindusmeec Compliant, learned! Certifieati a Mark or Listing em Pt,#261-R3JAro4dUofs Oval W Asswanee Aocro-Ilfar Use Amroved for Use Impact Desfon saa # Product Model, Numboror Name Product Description Cortract Expiration Unite In RVNZ Outside NVHZ Re4slam Pressure 9 800-9570'(Large Missile Impact) unyd Sliding Olaea Dior 0411412021 yes Yes Yes WA. March 6, 2023 PRODUCT APPROVAL SPE-CIFICATION SHEET(2023) Statute 553.842 and Florida Administrative Code -72 ease roMde the information and approval umbers on he building components listed below i As required by Florida at n f� p m n ppr n t d n� 8 they will be utilized on the construction project for which you are applying for a Category/Subcategory manufacturer Product Description Approval Number s Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67,01-67.0 psf 12/31/2026 Therm aTru Fiber -Classic andSmooth-Star (IMPACT) FL20468 + 7.0/-67,0 psf 12/31/2026 The tmaTru Flber�Classic and Smoothy -Star (IMPACT) FL20470 +80.0/-3 .0 psf 12/31/202 B. SLIDING MI Windows and Doors Series 420 FL15332..1 - FL1 5332.5 +40.0/ 40..0 p st 12/31/2024 PGT Series 5570 NOA 21-0205.03 + 8.71-33,7 psf 4/1412026 Pella Corporation FL2646 C. SEC11ONALWayne-Dalton Series 8 00/8100/82 0 #110 (8 7) FL8248.3 +31,01-3 .0 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1123 (16X7) FL82 8.10 +30. 1-33. psi 12/31/2023 Mayne -Dalton Series 8 00/8100/ 200 #1124 (1 1) FL8248,11 +34.4/-38.3 psf 12/31/2023 D METAL LOUVERED D+FR Curries Division of AIADGr inc 807 707 727 747 and 847' Single & Pairs of Doors r f r s � FL11537.1 NIA t � inss (see il�� 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-80=0 psf 10/812023 PGT Series 5500 FL23.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35,0 psi' 8f 17/2027 Pella Corporation rP Pella 10 Series FL16603 + 0.0/-60.+0 psf 6/ 212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0155.0 psf 2/1612024 Pella Corporation 1 Series 0/ � 1 2 FL11181 + - 30.0/ 30;0 psi 3/2712023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349..1 +60..01-60.0 psf 1` 4/3/2023 PGT Series 5520 FL243.5 111 4/30/2025 Pella Corporation Series 10/20 FL 4 +50.0/-50,0 psf 7/1512024 Corporation PellaSeries 10 S ies Flange Fixed � L162 F 80 1�U 12 2 5 5/ 031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 POT Series 5500 FL261,1 N/A 5/26/2026 E. OTHER 3. PANEL WALL A. SIDING .lames Hardie Building prod,. Cemplank Lap Siding and HardlePlank Lap Siding FL13192.1 - FL13192.2 NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272=1 - FL15272.2 +75.01-75.0 sf p 12/31/2023 Alpha Aluminum, Inc, Solid and Vented Aluminum Soffit FL16544 RS +54,2/-54.2 psf 713Q(2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2025 B. UNDERLAYMENT S Tamko r Shingle Roo 151b Felt Underl meat FL123 8 2 A /2 0 3 5 9/2 2 PI glass USA inc. (for Tile Roos Plyglass POLYS11CK TU MAX FL5259 NIA 12/23/20.23 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. p p oaf Ridge Vents FL18918.1 - FL.18918.4 N/A 9/9/2028 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/3112024 LomancoT Inc DA4 Eahust Vent FL17202.1 +87.5/-87,5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7848.28 N/A 12/31/2025 B oral Tile Saxony 900 FL7849.18 - FL784 .20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc., DMC 100NSf DMC 150SSf DMC 175S, DMC 200Sf DMC 5V FL17879.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stormy Panels FL15076.1 - FL1507822 Ni 12/31/2023 All American Shutters 8t Glass Galvanized Steel Storm Panels FL17889,1 N/A 12/31/.2023 8. STRUCTURAL COMPONENTS A, 'WOOD CONNECTORS/ USP Structural Conn. see 'chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 Mi Tek Industries, Inc. Truss Plates FL2197.1 - F L2197.5 PVA 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLr PSL, LSL FL8527.1 - FL5527,5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/.2023 Commercial Concrete Products. Inc High Strength Concrete Lintels F 7 L17 4 N/A 5/2512024 Florida Department of Business & Professional Regulation page s 03 Building GDdes and Standards zzsrzsz2 Product Approval Application Detail �._..,, .y Y,H-,a ,.G.,t ;,-• .-�'+a.Tns ..,r--.e Y0 e ,, iat«r�:. JvEntityor .�.e.-.,. "rs?., .,�f...v,. sn.,�ss.:.�"�'Y�.� � 6's+rina.P"�, .5n' �a_.�.��_:...- &����?t,''.3hz �a-- r.I,,:�.-, � Sn'tL �,5,`��+_'r Cotlg Date Date Date Pend !no [late Tope Versk, Manufacturer Contadt Engineer, &.License Validated By Validated uf) EDO Approval Approved status Revision 2020 Tharms Tin Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan U; King; P:f. 07123/2020 07/1212020 07/2W2020 10/18J2020 Approved Category: Exterior Doors (800) 843-7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Aseemdoiers sJ sperson@th.mmtru.w Compliance Method:: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer FLYk1D470.R3 Produx;ra OualltvAssurance Aoorpyedfor Use Apnrovedfor Use Impact Desion Send# Prod uct Modet.Numtreror Name Product Dawrigtion Contract Expireton Date In HVHZ Outside HVHZ Resistant Pressure 1 a.Therm.-Tin Fi ber-Clerssio and SmoothStror Nominal8Ŧ&quadmpac%quota Opaque 1WI12022 Yes Yes Yes N(A Composda Edge Fiberglass Single Door (In ng/O i vvr g X fig tion) 2 b. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8Ǝ &quc¢Impaa" Opaque 12012022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelite(s) flmooing/Outswsng. XO, OX or OXO configurations) 3 c. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#S9.8 "impact" Opaque 121312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or Without 5ideldas (InsYAnglOutswing; XX or OXXO conf guratlmrts) 4 d. Therma-Tru Fiber -Classic and SmoothSter Nominal 8'9 &gUctampact&qu01 Opaque 12J3l= Yes Yes Yea NIA Composite Edge Fiberglass Single Door (I nswingfOutswing; X configuration) 5 e-Therma-Tru Fibei-Classicand Smdoth-Star Nominal 8&439,0.>ad,lmpad&quo( Opaque 121312022 Yes •Yee Yes NIA Composite Edge Fiberglass Single Door with Sidadke(s) (IriswinglOufsvring: XO, OX or OXO configurations) 6 f. Therma-Tru Rber-Classic and Smocth-Star Nominal 8',0 &quogfmpact&qupt,.Opaque 121312D22 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with or without Sideldes(Ins inglJOubwing; )Xor OXXO configurations) 7 g,Therma-Tru flber.Classic and Srrwoth-Star Nommp B98-"impod&quo,( Glazed 12/312022 Yes. Yes yes NIA Composite Edge Fiberglass Single [).or (I nswing/Cutsvnrg; X configurat tin) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6':8 Squotlmpact&quit Glazed IM1i2022 Yes Yes Yes NIA Composite Edga Fiberglass Sin9le:Door month adlelbe(s) (Insuring/Gutswing; XO, OX mr OXO configurations) 9 i.Thera-Tru Fiber -Classic and Smooth -Star Nominal 6Ǝ":Impact" Glazed 12I31f2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites.(Inewing/04swing; XX or OXXO configurations) 10 1.Therms-Tru Fiber -Classic and Smooth -Star Nominal8':0&quok impact&quct:Glazed 12)31tM2 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Insvang/0 tswng; X configuration) 11 k. ThermaTru FilbwZJaesic and Smooth -Star Nominal8Ɔ "InrNct" Glazed 12f3l)2022 Yes Yes Yes NfA Composite. Edge Fiberglass Single. Doorwith ith Sidel'Re(s) (In winglOutswing; XO, OX or OXO configurations) 12 L Therma-Tru Fiber -Classic and Smooth -%a Nominal 8'0 aquatimpect" Glazed 1213112022 Yea Yes Yes N(A Modena Edge Fiberglass Double Door with or without Sidalites.(InsvwngfOutswing; XX or O)CXQ configurations) 13 rn. Tneom-Tru Fiber -Classic and Smooth -Star Nominal8'8-"lmpact&pump Opaque 12J3ft2002 Yes Yes Yes NfA Composite Edge Fiberglass Single Door with "Non-InpacAquota Girl (InavAng/outewing;XO OXor0X0configuratians) 14 n. Therma-Tru Flber.6iassic and Smooth -Star Nonenml6':S &quokimpact" Opaque 12212022 Ye& Yes Yes NSA Composite Edge Fiberglass Double Door with 8quot;Nbn-Impact"a Sidelites (Inswing/Outswi ng; OXXOconfiguration) 15 o.Therma-Tru Fiber-Classicand Smooth -Star Nominal 8',0"lmpact" Opaque 1MI r2022 Yes Yes Yes NIA Composts Edge Fiberglass Single Doorwith &quol;Nm-lirpact" Sidelite(s) 0naW ngfOutswing; XO, OX or OXO configurations) 16 p. Therma.Tru Rber.Classic'and Smooth -Star Nominal8',9 &cIuot;impact&qua Opaque 12J312Q22 Yes Yes Yes NIA Compostte'Edge Fiberglass Double Door with "Non-Impact" Sidelitas (Inswing/Outswing; OXXO configuration) 17 q.Therma-Tru Fib.,Cbmsi. ad. Smooth -Star Nominal 8&09;8,"Non4mpac%qudt; Opaque "I 2J312022 Yes Yes Me NIA Composhe Edge fiberglass Single. Door 0 nawing/Outswing; X configuration) 18 r. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#SR,S "Nmn-Impapt" Opaque 12)312022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) (Inerwingloutswing; XO, OX or OXO configurations) 19 a.Therma-Tru Fiber -Classic and Smooth -Star Nominal8',8"Non-Impact" Opaque 12)3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Skeilltes (Inawing/Outswing; XX or OXXO configurations) 20 t, Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#W "Non Imile qugt; Opaque 1 nV2022 Yes Yes No N/A Composite Edge Fiberglass Singla:Doar IInswinglOuiswing; X configuration) 21 u. Therma-Tru Rber-Classic, and Smooth -Star Nominal 8'i0 &quokNon-lmpact" Opaque 12/3112022 Yes Yes No NIA Composite Edge' Fiberglass Single Door with Sidelke(s) (InsvanglOutswing XO, OX or OXO confidurationsl 22 v. Therm.-T..Fieer-Gassiaand SmoothSlar Nominal 8&4139;0"M n Irnped" Opaque 12/31/2022 Yes, Yes No NIA Composite Edge Fiberglass Double Door with or wdloutSidelites.(Itr ing/Otdswing,)(Xor OXXQ configurations) 23 w. Thermo-Trq Fiber -Classic and Smooth -Star Nominal %WS8 &quokNoa-Impadaclu0t; Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Ins wing/Outswmg; X configuration) 24 x.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8Ǝ:$quot Non-lmpact8quot; Glazed 12131J2022 Yes Yes No NfA Composite Edge Fiberglass Single Door with Sldelke(a) QneWirglOutswing XO, OX or OXO configurations) 25 y.Therma-Tru Fiber -Classic and Smooth -Scar Nominal 6&039,8",Non Impnpt&qumt Glazed 121$112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelltes(mawirg/Outswing; XX or OXXO configurations). 26 mTharma.-Tru Flber.Cassi end Smooth -Star I o. h Nominal 8&939.O& uotNon Ira ot•. Glued 1 q paM&qu.,G z. 1 I31=22 2 Y es Yes No NIA Composite Edge Fiberglass Single Door onswingfOutswi g;. X configuration) 27 .6. Therma-Tau Fiber -Classic and Smooth -Star Nominal M#39;0":Nea-Impactaquot; Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglas Single Door with S cuallne(s) (Inswingi0utswing XO, OX or OXO configurations) 28 zb. Therma-Tar Firer -Classic and Smooth -Star Nominal 8'0 "Non-Impact" Glazed 12131/2022 Yes. Yes No NIA Composite Edge Fiberglass Double Door with or Wthout Sidelites (InswinglOutswing; )OXor OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail wp, Pas e 1 o1`2 IWD21 �yn�r.���N� k��v �:v_ s - �^. „ �`� .�. ,r�'"Jm :}Y��oE �`::.f„',��N'Z�����A ^a"" �+'. �i� R__:• "� Tom. i „-s:'vyF.,x codo Ender or ,ate Date Date Pengina Date T ea Varslon Manufacturer Contact EnofnearB LrbeMo Validated By Y lie det.d Submitted ,F9C Approval Aoorovad fill Revsicn 2020 MI VJlndaysaed Deers Brent SRU ger Luis Roberto Lomas Steven M. Udch, PE 1(1106=20. 101052020 19119/2070 12/15/2020 Approved Category: Exterior Doors 171 7) 385-3300 PE-62514 1?17)317-8454 Subcategory-• Sliding Exterior Door Assemblies Imiuingeimivm.com Compliance Method: Evaluation Report from a Flonds Registered=ffitect or a Licensed Force Pro Fes . Engineer FL#15332•Re'praduats Quailty Assurmoe Amrovedfor Use Approved for Use Imp= Deeds, See Is Product Model, Number or dame Product Dmrtullon Contract Expiration Ogre rJ i HVHZ Outside HVHZ Resistant Pressure 1 SERIES 420ALUMINUM SGD SERIES 420 ALU MINUM SOD OXO 12/3V2024 No Yes No MIA 1453/4&quohx80ġ NON REINFORCED 2 SERIES420ALUMINUMSGO SERIES 420ALUMINUM SOD OX. XO, XX 1213112024 M. Yes No WA S6&qud:s8o" NON -REINFORCED 3 SERIES 420ALUMINUM 6G0 REINFORCED SERIE5420 ALUMINUM SOD REINFORCED OXO 122024 No Yes No. N/A 146• a14&qtId;x96&q uot; 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD RENFORCED OX 9213112024 No Yes No WA X0, XX96&quaxSS"a 5 SERIES 420ALUMJNUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCEDXXX 12/312024 No. Yes No. N/A 143&grc1;x96&qud; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail asset of 1 1t9R021 Code Early or Data Data Data Pandno QA. Ty Version Manufacturer COMxt Ensh ecr & License Validated SV Validated Submitted FBC Approval Approved Status Revision 2020 Wayns-Dallon, a. civisloa or Overhand Door ➢waynd Kernlsh John E. Scates Jeffrey P.: Arneson, P.E. 10JI212020 09012920 10282020 1211,612020 Approved Coporaten (330) 763-8121 PE-51737 (904) 821-5200 Category: Exterior Doors dkomishaweyne-daltdi 6uhCatepery Sectional Exterior Door Assemblies OIn Complimc.Method: Eyaluatim Report from a Florida Registered Architect or a Licensed Fiorids Professional Engineer ft#824&R20:Produots . � iN Assurance A,,,-,d far UP, Ao,,d,,d for Use Mead Deelan agog Product Modst Number or Name Product Description comrm Excitation Date In HVHZ outside HVNZ Itr,�7l s e 3 8D00181 D018200#1105 9&M; Msx Width 14' Masi height. Glazing 12131 r2023 No Yes Yes -al'on1--35.00 available m top or lntemledlate seelign. 10 8000,410010200#1123 Max height, Glezin 16e Maxwidth 148#39 9 g 12I312023 No Yes Yes +30.00l-33.50 avollatte In top or inteediate seollon. rm I 600015I00/820D#1124 ISWS9 Max w ah 149#39. M. height. Glazing 12/312023 No Yes Yes +34.40138.30 evaiable In top or Intermedlet. "orlon, Florida Department of Business & Professional Regulation Pagel at Building Codes. and Standards 1&2021 Product Approval Application Detail pp pp D a ,. ..,. or G ..�?+S;,a9e+sf _.4�xa>a= r��s^�x"lx ail. , Aa �,�,. ?` . �- .w �'za2tY'�i�''r'9.r r•.'ev.:.snin, x� . .'Fw cq e ,Fi ,,, 'I��v Code entity r�r Date Date Palo Pending me W. version ManuTedurer Conrad Endneer&License Validated By V.5"ad Submitted FBC Aran-t Amnerod Status ReNelan 2020 Curries Division of AADG. Inc. Tom Relay UL LLO Troy Bishop, P. E. 12170/2020 12101r2020 1P21)2020 Approyad Category: Exterior Doors ( 6411494-2s13 (954) fi47-0880 SubGalelory: ExtenOr Door Components tom,ra8eyl'x�lassa9bloy.po Compliance Method: Certification Matt or Listing m .�LSkl 1&37'RIF[•gd-tycP Ouallry Assurance Approved for Use Approved for U. yneact Desimm goo # Product Modal Number m Name Product D.-ItAign Car9rad E:oirencri Date In NVHZ Durand, HVHz. Resistant P_ sire sistan 1 607. 707, 727 747. 757, 777,. and.847 Single and Pairs M Flush, "mad, gad Lomvered s1.91. gad pairs or imW025 Yea Yes Yes NIA Doers hollow metal doors. Florida Department of Business & Professional Regulation Fee e 1'of2 Building Codes and Standards 1 Product Approval Application Detail ,��',:qq.�,T-p� { �•.�.. & -'fie, ,--�:. �•��� -� `,r:ti,. �'-. _'" Y��?,15€', �. � 4'�,- -3• r4`r�','Y .�,fr'Y,r<y `=. k'`ATZ� ".-.N��';.ai`p"k", - tin"k 'a>Ana ;'r` tl ry"--..' Coda Entity or Data nffie Date P-Mag pate T oe Version #manufacturer Canted Erwkreer & License Validated OJ Validated ,St bmated FBC Aopmval A.-ved Status Revision 2020 Ml Nlindcaysand Doors BrentZMinger American Architectural Steven M. Urloh, PE II)l712D20 IV17)2020 11(2712020 Approved Category: windows (711) 365-3300 Me .nacturers Assddetiba (717) 317-8454 subcategory: Single Hung hsRAngmlJi nlwd.cam Compllare.Method: Certifostlon Mark a using QuaIIN Assurance A=,,,d rar Usa Approved for Use Inamet Oe51on Sea A Product am Model, Number or Ns Product Des¢Jlptloc Comract E%plratlon Data 1R 14VHZ Outside HVHZResistant Pressure 2 1s8 SH 52x72 F109ange Frame IG/SG Single Hung 10/08/2023 No Yes No +601�0 Laminated Gbae v v u' v ca o v �, .� v O N M Cn 0 2v Q C _ 0 O CIO Li- .0 Cn (D� O O CD ^W .i.i �^ C) Z Z W J rC'3 400 tl tl 'T3 c^-3 ewd kA- cz,C:: GT C t tf3 f9d _t:,: oiJ tl es _ to E ttls 1< Ca 'allaaaaaall N z co _ CIO 0 L- 0 O 0- L �J tO (^, ' W U M m O CC W Q W z Q J IL SHEET N0, PA 1.0. -I--j N _ _ M N Florida Department of Business &,professional Regulation Psge6 at Florida Department of Business &Professional Regulation Page ofi Florida Department of Business & Professional Regulation Page 1 aq Florida Department of Business &Professional Regulation Page i 012 -0 U Building Codes and Standards 1/25/2022 BuildingCodes and Standards usl2wl Building Codes and Standards I 6f.021 Building Codes and Standards IrJ2021 O = 0 -+-� Product Approval Application Detail Product Approval Application Data11 Product Approval Application Detail Product Approval Application Detall � Q % O �` v , _._ a ... ..... _ _ ,: .a ,sat'�w e w ,. :.. ?...' <. �,e+, ,, ,.. aN D ». .. 'ens +sz , ' 1..ti,_.. ..�. ... - _ ire {..L w T� Gbtle E or . -� i2 DatePentlina Entiv Qeie mate Pending j;I�e P�oQg entity Q rOaSg �g pp�e pending pgLg e �- [ Date. ESv1' PL lit@ Date Pacifica Data V e Ii� .. vacate n Manufacturer s Co act m Contact FJratnhserB License Validated 6Y Validated ,�-p�t-+i Submitted. FBD Approval Approved Status S9i8 1voe. Verson ManuNacaarer or .Contact Engineer WCorrse Validated 9Y ,�}g Validated Submitted FBC Approval ADDrOYetl etas, � mention lYlanUfaUurar ��, EnolnemBL"reeds, Validated By Valitlataa ,$fir FecAeoroval Ao=Wad �efue a to Marwradurer T�'� y.P�� c �w tp�, Ertornem&Lidursn Vaada[ad F3v y�ygp(6g Som_[kted FBC Auomval epgr�Q Snafus •- ff••��1 .{♦��\ � ♦�1 ts{J 3) Revhsian 2020 Therma-Toration Steve.4 on F. Sdamrdt P. E. Ryan 10,07t2021 09I1812f)2t 10/13l20'21 12115J2021 Approved MIaM-Deck 2020 MI Wlndoxsand Dopes Start BltBnger Architectural Steven M, Urlch, PE 1ays1202a 90msr2o2o. 1011e12o20 Approved Ravislan 2020 MI Window and Dears &and SiM er Amid... an,hlacteral Steven I& Urich, PE 1122J2020 11t27n020 n9 11282020 roved � V / U -t-"' v' =-_ •� Category'.'Etikerior �crs Extud 7 7-6555,E. 800J 643-7ta2B PE-43409 813)767.6555 3,-7 PF434 ( Affirmation 2020 PG7induslriss Jena Rosowdd A9am1-Dede9Cco-CER aCCO-VAL 11ro612020 11e051202q 11/1112020 Apprrnretl- fteislon Category: Wndmvs Athenian. (717)38533N Manufacturers Association (71T)317.8454 Cetsgone Wlndpws - (717n 3653300 Manulacturers Association-i717)317-8454 SUbCategory: Swingi ng Fxtenw Boor Assemblies si-personathermatru.CO Categoy, VAndoNs.. subcategoy single (941)486-01U0 (786)315.25a0 jrosousk(Qp9anduaua%c SulaCalegoiy: Horizontal ceder bstibgerQ.fl,vd.cbm aubCadegory: Rated nsl0figargmlwd-nn ( \ ♦ 1 Compliance Method; Evaluation Reportfrom a m Hung CorrWnanc:n Method. Cartill.0 n Made br Wsting an Cempilance Meths Ce[hficabon V&Fk aListing Compliance Method: Certification Made a Lisfmg V! �OJ -••� r Vi.. Florida Registered Architect ora Licensed FkNida '_- ' .,. - O sia Profeasiona) Engineer - PLA238-ft28 Proxlulxs - ..:.. Fi.#15351-R6 Products pir1s34s-Rua proauda L ELCM4 1.R7'protlusts ,: nl d I ao anc n -w Quality v a A nrovotlfwus Apo avedfw Use iNg34t `Q8Jt911. /'� Q ` /r - - .. , .. auaNN.Aswrence Argmvad Farilse Appmvad for Use .mood. )7esa 1 Coal- OplalltY Assurance Approved far Use AigroYed for Use - II1109ct 91 1 S� Product Model. Number or Name Product Descrlotlon CanUact ExolrffiIan Date In HVHZ DutsldeHVHi Restated DUalitvAssurance AopmnJetl'for Use Aogroved for Use Impact Design Sego PraoLa Model, Numlleror Name Product oeseHotlon Contract Exnlrallon Qate rHVHY Outside HVHZ J33g12Ealli Pro =. Sygft Product Model, Number w.Name Product DaswlMlan conlrad EYOlralian Dale In FtVFiZ Outside HVH2 Resistant Pressure ,Pfg§hyg se # - Product Model Number or Name ProductDesenption Contract Expiration. Date in HVHZ Outside HVHZ Resistant Pressure 2 SH5500(Larga M(ssle lmpad). Vinyl Santa Hung M4ndov 07J3042025 Yes Yen Yes NJA 1 HS IN Fla and Ma Frame 73%621 wlefed Glass 02/182024 n No. Yes No •5w-55 1 185 Pw 73.72 Insulated, Glass 041OW023 No Yea No •50/-60 = •O (M ITS Fiber -Classic and Smooth -Star Nominal impact&quok Opaque 12131i2022 No Yes No. NIA V O `- �� Composts Edge Foerglas>Sh191e Door Edge Fib giiasa Ln 2 b. Therma,Tru ru Fiber Classk; and Smooth (Inswing/Outswing Xconfigurabon) Nominal 6' 8 "Nondmpad" Opaque i 2t3f12022 No Yes No NIA- - ^, O -Star Composite Edge Fiberglass Single Doorwith ^` W W L- Slde]na(e) (I nsvwngtoutswing, XO OX ar OXO U) CL mnRaurali...) O r}�rl�rrffr �V 3 o Thermo-Tru Fiber Clasaleand Smooth Nominal 6'88,quot Non-Impact" Opaque 1213112022 No Yes No NIA,: t7t �� -+- -Star Flherglass.Composlte Edge Double Door with a � V �..•�� v J without Skieh[e9 (I n5wAngICNiSr4 ng: )Xa OXXO .i..i configuraidons) - 4 d. Themla-TN Flb-Chssic-and Smooth -Star Nominal 7039;0-"Non-impact8quoti Opaque 1213112022 No Yes No NIA Composite Edge Fiberglass -Single Door tinaWng/Outeving Xcolfiguratim) 5 a Therma-Tru Fiber -Classic and. Smooth -Star Nominal 7&439,0&quct Non-lmpaa" Opaque 12/3112022 No Yea No NIA Composite Edge Fiberglass Single Door with 5idelite(s} (In5n•Anp70.uiw;vrir(q XO:OX a OXO 6 I. Therms-Tru Rbar-Classio. and Smooth -Star configurations) Nominal8S;0 "Non-lmpact&quct Opaque 12r31/2022 No Yes No N!A Florida Department of Business & Professional Regulatlon Peg.I of Florida Department of Business & Professional Regulation Pape -I of Florida Department of Business & Professional Regulation Peg, I di 0! Composite Edge Fiberglass Single Door Building Codes -and Standards 115Yd)23 Building Cosies aid. Standards 12021 Building Codes and Standards 102021 (Inswing/Outswttq; X wnf ituradw) 7 g. Thamre-Tin Fiber Classic and Smnoth-Star Nominal 8':4 &quokNon Imp shuMqu� Opaque 1Z3112022 Composite EdgeFberglowSingleDoorrith N. Yes No NA Product Approval Application Detall pPpp Product Approval Application Detail pp Product Approval Application Denali pprD pp Sidelite(s) 0 noWngtOutswing XO, OXa OXO I r ' >,.. 3 - �. _ a ,� � , -. _ .. - , v, - I • �� �° ' ��k,. >H � .., con re, ons' 8 h. Thermo Tm Fi Class) Star Nominal$Ɔ& be h Non Ion Opaque 13 2 No Yes No NIA 12 11202 r andSmooz act& u u ok q not ,q p. Pa9 Composite Edge Rba,rg]ass Doubt, Door With or -ng J .. .. - , .v . .:.. .a . . cam: ...:�,._ .. r<u '.. - _ir. �..� : - ._ - .. , ..., . r:. . - .. fppg firtlry or ,..._. , . - �(g rjpta Data Pontllnb _ ,,. _ .,. ,. _ - .. gee _ �aaa' - - .:... _ s . .. : .ram:. _ .e::,y &,r< .. _ .: «. . <.. .._, z. - - .. . re, . � . � , '� Entity or z.. mx€i: .- '�� a ggtg j]�,�a _ . ,. �, * .-�,�,.� _...... Data Pairdida - . _ >a ,�tg. , -. .._..�s;.,:. .... _ ,.. .dr" - ! i g f .... , .. �°v 1 c ads°li� .zn w� v� .-,,.,ate.. ._._�. a��'..�_s �`?.� Entity or ,gffig {7�ie - ,>a.. _ -. . _ . , . ,. , ,,. .. . F..>{ �. a>,. , �'s'.._n,.�,_ ._z..,.-�:�'C,..: Data Pandinb „$r 4 cithout (Insw1ng10uGn1Mgi XX pr pXXO sManufacturer ZCB.£ Version Coniad Enainea, 8 License Validated Beal' ,8'mitted FBCAdoroval- 1+ idated 'J--�- ro` at- s. +A� 2'� e a Io' IYP- Yli.-.L Manufacturer Co Enaneer8licerise Validated By �_OiAS Validated Submitted Y:;'L9_-41! `J0� ::FBC Aporoval : d t ,�3@Y.4- 3.sSL� ]YPt YSYilP1 Manufacturer Engineer a License Validated QV Validated u Jto rnSJ.l.§f4�9d2Y� FBCAnproval e ! §I 9 » '_ LTherma Tru.Flber-Classrc.and Srciooth Star onfiguations) configurations) Nominal dྔquot;Non-ImpactRqupt.Glazed 12/31f2022 No: Yes No, NIA Affirmation ion: 22 PGTlndustnea: fttml t, 0,0 r- sae BCC i ICatle SOCO VAL Jens Rosowaki wham D O LER Mam C 0 11X)512029 1Y105I2. 20 11l9 i12020 r4s�ed. A?p.., Revision ? 2 R nisi. n q 0 MI'Wndars and.Qo,%s :Bra t Shcn er Luis Rtailas'PE 5taven M. PE n i M - 9 1'OIDBl2020 10/062020 1tl/19/2020 12/15f2g20 rrnad +YAP Affirmation 2020 PGTlnduslrle5 .lens Rosowski Mmml Oatl":eCCD CER Miami DatletBCCG V 11 OZO e. A. 11:ro5J2020 !0`a2 , 1/i12020 Moved 1 Approved Composite Edge Fiberglass Single Door Category: Wind.- _. , (0413486.0100. (786) 3t5-2590: Cafegoryt Windows. (717) 3f5-3300 PE 62514 (717) 317-8454 ... Category Wlhdmrs (94f) 488-0-100 (786) 315-2590. (InsvvinglOutiewing Xmnflguration) subcategory: Fixed Irosoirskiopgtinduemas:c suhcat®gory: Muhicns. b51111ngere Miwd.00ra subcategory: Mulnms. IrcowsklMpgilndustres,c 10 J. Therma-Tru Fiber-Classicand Smooth -Star Nominal,6',8 &quptNon lmpact&gnnt Glared 12131 i2022 Composite Edge Fiberglass Single DmrW:th He(s)(I No Yes No NJA Compllanca Method: Cadil Boo Mad 0 U.H.g am „:; -.,:. - Compliance Method: Eveluatim Report from a Florida Registered Architect ore Licensed Florida - Compllanca Method! Certrflca85n Mark or Listing <,,. , om ' Side nswng/Outswiing; XO, OX or OXO F WZ43A24 Products: - ,. Professional En9meev FLAnIA13ProduclS 1 _ -' 11 kTherma Tru FAaer Classic and SmovlhStar conii urations 9 ) Nominal 88#3988quotNon lmpact" Glazed 12131l2022 No Yes No NIA _ awllN Assurance -. r Wad far.Usa Annrbvad for,m^9^,�� ,Apo a Usk Y �LLYl. Desian RSRJiq PT1.5, 11C�i ad + b " - - Sw, : - Quality Assurance AoproYatl for Uae Aoprpyad fo[Use �x lefig.A Vast. ' Z Can Fits Edge Fiberglass Double Door with or (apt g 9 Soo is Prahlcl Model. Number or tame Produck Description Comsat Emirell.n Date - rn HVHZ Outside,HVHZ Resistant pressure:: - - _ Sea # Product model. Number or Name Product Description Contract Exolratlon Date n HVHZOutside HVHZ Resistant proursur9 (Inswingl0u�rring; XX or OXXO configu 5 PW-5520Large:Mrssiie linpactl Nrad Plead Wind- 0473M25 Yes- Yes Yee NIA M :Quality Assurance Anorowd for use Aoorovod far ilea Imiuset Dasian 1 Mullions fa All Doors:an'd Windaea Aluminum Mullions 05I262020 Yes Yes Y. MIA I ationlies configurations) em.9 :Product Model. Numbarpr Name Product Description .Contract Exnkdlan Data. in HVHZ Outside HVHZ JjggbJgQ( Pressure 12 L Therma-TN Fibber-r-Assio and Smooth -Star Nominal 7&439;0 ":Non-Impac%quoi Glazed 12/3112022 No Yes No N/A 2 5784 Vedical Aluminum Mullion t2131r1024 No Yes Yes WA Composite Edge Flawg]ass Single Door - (InswinglOutswng; X configuration) 13 m.Therma-Tru Fiber,Claasicand SmoothStar Nominal 7&1L39;0&quof;Non-I mpacF&qur* Glazed IW31r2022 No Yes No NIA Composite Edge Fiberglass Single Door with Sidelite(s) Qnsw nglOutsvnng; XO; OX or OXO configurations) - - 14 n. Thermin-Tru Ffbar-Classlo and: Smooth -Star Nominal 8'0"Nen-Ifnpagt&qucf4 Glazed 12J3112022 No Yes No NIA Z Composite Edge Fiberglass Single. Door (InstvingfOutiewng: X configuration) . 15 aTherma-7m Fiber -Classic .and Smooth -Star Nominal 8Ɔ"Norrlmpad&quct; Glazed 125112022 No: Yes No. NIA. Composite Edge Fiberglass Single Door with Sidelite(s) (Ins rig/Outswing XO, OX OXO Florlda Department -of Business & Professional Regulation Page V 4 Florida Department of Business & Professional Regulation Paget of Florida Department of Business& Professional Regulation Page 304. 16 p. Therma:7ru Fber-Clandcand Smooth -Star wntlgurations)9.. Nominal 6Ɔ "Non•(mpa&Squot; Glazed 12/3112022 Composite Edge Fiberglass Double Door oath or No Yes No. NIA Building Codes and: Standards - IRV2021 Building Cocas and Standards 10+9/2021 Building Codes and Standard$ 3OW2023 without Sidehtas Vitsveingfouthwmg: XXor OXXO Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ooniigurabons). - 17 q. Thermos-Tiv Fiber-Classi. And Smooth -Star Nomnal.6',8&quut;Nou-Impast$gw( Opaque 12131/2022 Com Edge lass Single floor No Yes No NJA �a �: =s` `Y$;�P` "- - - - - ... rPTM n. -,., ,.n . ., '.' Its width p� E 9. 9., Transom (Inswing/4utsvnng OJX configuration) _a.,rp e . _- x s<�11zS�.',^ ��,..">.. �.- case. b . , - - ^�.?,i-. ._�.. ..tic ".' 1.. ,�,: _. a ,.,7. - ;, � -_- e .... .. I 18 r. Themna-Tru Fiber-Clasais and Srrporti-Star Nominal 8'8&quat;Ndn-Impagt&qu� Opaque 12131/2022 No Yes No N/A Code H .. _ n R 4L ..>ae Q Data Date Pending .. P e � Entity .' re Dale Date Pending pate Code Entity DA.- Data Date Pending, tDte - .. Composite Edge Fiberglass -Sing 1. Door With Sldelite(s) and Transom (1--A.gl0ut 'ng; OJXO. O/ p O.- bares OX configure ) Tvoe. yentbn Manufacturer R.Mhl.n 2020 James HardeBulkhhg Products. Inc, fgNSgi Enoineer&Lidensa Vagtlated By Chad Dlareks V. Anr". Ton Joh n Southard. P. E. Vlra ea[etl SlrpmiGed FBC Anomvel 0IM512021 1211412020 01H)a2a21 roved Stets ding FEC-ApAri T� Von Revi stun 2020 manufacturer Akide ,�pgtg[t Emm�eer&Lt.-, Validated$V Nick Thernpaon Lyndon F; SchmitlL, P. E: Ryan J, King, P.G. Validated SWmkted - 02/152021 02n512021 FSC Annroval 02222021 A,n vod Statrx - 04Ji312021 Appr-Fri W Yeralon Maneioclager Revision 2020 GAF Contact Endinaer&Licerwe Vafida[ad&f Validated ubs rifted Michael$geh Robert l'Leminen Jot W. Knezavich, PE 12J182022 121f72022 FBCAoorovel Aooro�d Status 12/20f2072 OZ107/2023 Approved No Wells Cubcate � f352)387-2526 (905)545-8359 PE 81S82 Category: Papal Walls f330)e2Z-238g PE-43409 873767$555 Isla) Category: Roofing (800)766-3411 PE-59186 (954)772-6224 19 s. ThermaTN F45erLlassidand 5modth-Star - Nominal8g,8&uot;Non-I ct&ua l W3 q mpa q ti'Opaque 12I3112022 Compost, Edge Rbergfryss Single floor wet}( Yes No N/A. ry: ai Subcategory: SYdn9 ched.dkrdss�]ameshard SubCalagary: Soliits. nthanpaon(ilalside.om subCafepoy Asaialt Shingles mstbnf�gei.com mi Sidelite(s) (InswingtOuL:: Yg. XO, OX -or OXO Compliance Method: Evaluation Repel iron:a ..a- Compllanca Method: Evaluation Report from a Compliance Method: Evaluation Roped from a. Continuous Head and Oil configurations) ns) Florida Registered or a. Licensed Florlda Flodda RegisteredArchitector a Licensed Fronds Flodda RegNteredArchited we Licensed Florida 20 tTharma-Tru Fiber -Classic and Smooth-Stgr Nominal 8'0>mtNanlmpao1". Opaque 12t3112022 No Yes No NJA Proressional Engineer Profesalanel Engineer Prdessanel Engineer Composite Edge Fiberglass Single: Door with - :- -LiNM24.R33: - . .:. 5del s dawn 4utawt. : XO OX a OXO Q 91 � . - ,. �i113192 RB Products - .. ptAel s272- RS adduce , Pr4Kktots - F .. _ _ ,tie(.) :..., ,:. Continuous Head and Sill configurations) quality Assurance Aoorovadfor Us. . Aomoved for Use Impact Desloo "Its Assurance A,,-W to, Use Aoorovedfcr Uae ],,,at )� duallhrAssursihm Anmovod for Use Approved for Use Impact Design 21 u.Therma-Tru Fiber Classic And Smooth -.Star Nominal 684398&quctNon-Impact8quot,`Glazed 12f31/2022 No Yes No NJA Se Product Model. Numberw flame Product Describtlan Contract Expiration Date to HVKY outside HVHZ Resistant r .9s-6'3- E33sLCd San M Product Model, NumHarar Name, Product Dascrlotlon. Comrant bsplretlon Data In HVH2 oWslda HVHZ Resistant Pressure 9 Product Motle6 Number or Name - Product Qascrlogon Contract Exalrallon Dole In Z Outside FiVMZ Resistant Pressure. Composite Edge Fiberglass Single Door wtth Sidellte(a)(InsvvinglOutswtng XO, OX or OXO -aE 1 Cemplank Lap Siding ibex -cement lap aiding 12J3112023 Yes Yes N!A NIA 1 a &qua;2T" 6otrt. Vent or$did Vinyl We 121312023 No Yes No NIA 1 GAF Asphalt Root Shingles for use in FBC non-HVHZ Fiberglass reinforced 3-tab, laminated, 5-tab and 12/162025 No Yes NIA NJA Continuous Head and Sill-Oonfloutatiom) 2 HardiePlank Lap Siding Aber-aement lap a�ng 121312023 Yes Yes NIA N/A 2. b &quct;Afsace T4&quol: Soffit Vent or Sold Vinyl Soffit 421312023 N. Yes No 'NJA Iuriadicdons hiplridge asphalt shingles 22 y.Therma-Tru Fiber-Classioand Smooth -Star Nominal :8B0&gLnt;Non-Impact". Glazed 12121112022 No Yes No NIA. 3 e&quo( Greenbnar Vintage :Beaded'eSefff, Vent or Sold Vinyl Soffit 121312023 No, yes No. NIA Composite Edge Fil,ergtass Single Dow With 4 d &qud:p5Aqu t; Soffit Vent or Sold Vinyl Soffit 12J31Jd023 No. Yes No NJA M Sidelite(s)(Inslvjng/Outal4ing, XO OX a OXO 5 e&qud:Chwtar Oak". sort Vent or Shcd Vinyl Gore 1=42023 Np Yes No NIA iV - ContinuousHeadandSillconfigureito-) S f.&qud,Sup rspen"Soffit: Vent orSddVnylSoffit 42131r2023: No Yes. No NIA C= 23 w, Therma-Tru-Flbm-Classic and Smooth -Star Nominal 6&4398 &quofNon-Impad" Opaque 12151/2022 No. Yes No NIA C%j Composite Edge Fiberglass Door Panels with Vented Sidel'Ite(c) (I naveng10utswmg' XX, XXXcr XXXX 00 oonfiguraiions) 24. x Therma-Tru Fiber Classioand Smooth -Star Nominal 603911 "Non-Imp-&quo(, Opaque 1213112022 No Yes No N)A. ® -q� Composite Edge Fiberglass Door Panels with Vented rat -G Sidetite g Inswri 10uts, in () ( g. g, XX, XXX of 300(X 7 Or- O W 25 y. Themle7N Fiber.Classicand SmoothStar oonfigun5ons) Nominal 6'8"Non-Impad&quoC Glazed 12J'3112022 Composite Edge Fiberglass Door Panelswml Vented No Yes No NJA 0.r . Q L n � Sidelae(s) (Inswriploutswfig' X)( XXX m)Ow Flodda Department of Business & Professional Regulation Fee. 1 oft Florida Department of Business & Professional Regulation Path 1 off Florida Department Df Business & Professional Regulation Paget off f„o C r� LV configurations) Building Codes acid Standards Ida=i Building Codes and Standards u6Yro21 Building Codes and Standards i02021 - CO Q 26 z Themra TN FinerClassic and SmwothStar Nominal 8'0&quokNon-Ingm.ot" Glazed i2/3112022 No yes No NJA r - . Composite Edge Fiberglass Door pannels with Vented on ® >•- Sidelite(s) pnswAng/Guiswng; XX,: XXXor X)ooc Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail ' N cat � configurations) - - Non No 0 CD C'2 -. .- .. ., - .. '.- <. .- � ,s - - - .. 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Ton Christman Zacha 'R. Prrest :Steve Urlch PE Y ry n M ,..., 091'1.77202a 05/162020 ... 092 020 22 , 12t15f2020 roues .. APP....... Ra,Asian 202p FladdaMetal Products lnC. v Clark Janes Jameal Bucker; P.E Steven M. UUch. PE pa+2.2 20 09252020 ,..�. _ p _ 10N42020 iZ/1 CJ2020 raved _... .. APp... a) � .,. "' tv 3Ə Sldelites OrravvngfOuias ng;.OXXO Catea;Rbogdg 9 ry 1417)024.81844 PE59168 ID54)772-6224 Metals Company lTAMC 01. t813i 20-3456 FE-74o21 ((717)317-8454 Category: RdOflnq (934)i83-84011 C BUCK Engnaadfig 2711}317-6454 L configuration Nommal8'g Yea No r- auhC4legoy Underleyngnts - kern_aderi,�temko:com CatC 0 Roofing, toly'®gomelelroogrig.com subcategory; Roofin Accessories thatas an eiarkpliarrnoosom PE-31242 fa N .� W 29 zc. Therms Tru Floe Classicand Smooth-3tgr &qu rtNon-impact& uat Glaz®d 2l3t/2U22 q No NiA Compliance Method: EvsMatiotn Report tram a $ubCategory. Pealing Accessories thatarean Integral Part of the pofing5ys1em - 7 c c= Composite Edge Fiberglass Single Door with $030;0 SldeliTe s. lnswin Outsvn XO, OX or OXO Flodda peglabrad.Gonaect ora Licensed Florida integral part.fine Roofing System ' Evort - Compllanca Methd Evaluation Reponfroms, >_ as fa ,� , oonfiinal 89ns) Profewlonal Engineer Co ridaR. a Method: or l Rcanced m a- Flodda Raglstwed Architect ora Ucansea Flbri,ia Pianos Registered Arcmted ora Liaeaseo Flodda Proteashnal Engineer , -- = 30 zd. TNarma-Tru Fiber -Classic and 5mooth-Sear Nominal SƆ"ldan-Impapt",Glazed 1213172022 'its No Yes No NIA Products ::, -, - ';-, !. Prdfesslonal. Engineer an Coin Ed eFi class Double Dowwitti pe Pam. 9 9 g O as:(Insvnngl0uiswYing, OXXO i !'JajJ2S28-R9 AUaIitV Aasu rerlca ' - Apmpwdf lose Anprovad for Us:a _. _.. _ Imbed � F 91S+i3:Praducfs �� __. __ , ,. - I� ` i4in Ion 15 -R2 Products :, OuallN Assurance Apwavedfw Use Abproved for Use Imoaet Deal- r U 31 ze.Therma-Tru Fiber-Clasafd and Smooth -Star confi tion) mniiinal Ton) Nomhnal 7Ə.& uo ition-lm Shgker 12/3172022 No Yes No NIA §S9 Product Nadel, Nwnbw or Name Product DascrbUop Contract Ezolration Dole nl HVHZ Dufsde HVHi Realstarik me re Quality Assume9 AomoYadfor Use Approved for Use )gJM D"Jan #. product MorleL Numnar-Noma product DescriDUon Coriract Etinistion Data 1 z M Cuba&HVHZ + Pre ur �� g. � po ge glass g Series Coin sae C-d Glazed F�ibai S1n Ie 1 TAMKO Rooi Undarlayments HVl-4)- ( Roof undedayments fbtuse in F9C FMR- 06129J2023 9'as No N/A NIA §rg:L Product Modal. Number or Name _ Product Description Contract Ekoiratlon Date '.in MyHZ. Oulsiae HVH2 Resistant Pressure 3 3- FUiMCO &qud:RV 10 Ridge Vent&pool Auminum Ridge Veras forpddned roofs fabncated 12J31 J2024 Na Yes Na N1A a ,r Ooorwith or wthout 1&,*9,2 Sidelde(s) junsdehoos, 1 TAMCO Flat Top Off-Rdgs Vent alth BafBeior no 26 go. static roofvantileorw,nh beffle 09M/2026 Yes Yea MIA N/A from 0,025' Aluminum (IiiavangfOutawbaig, X, OX XO or OXO .configurations) 2 TAMKO Root Untlerlaymelds lNON4HVHL) Roof undulayroerits far .a. n PAC nth-HVH@ 0&29/2023 No.- Yes NJA MIA 2 TAMCO Gooseneck Vent 26 ga. 0910/2026 No Yes NIA +0F52S jMlsdoipns. 3 TAMC001FRIdpa Raof Van with Bathe . 26 ga, atonic roofvendstor with integratedbaft OSM2M Yes Yes NAA N/A 4 TAMCO Round Top 01FRI�a Vent vtith Baifie-far Tub 20 ga. static roofventlkltorwita battle 091082026 Yes Yes NAA N/A Florida Department of Business & Professional Regulation Page l or' Florida Department of Business & Professional Regulation Pig. 1 of3 Florida Department of Business & Professional Regulation p.g.I off Florida Department of Business and Professional Regulation Building Codes and Stands rds 1FJ421 Building Codes and Standards i/n2o21 Building Codes and Standards 3,5J2023 Building Codes and Standards 3115/2022 Product .Approval Application Detail Product Approval Applli:ation Detail Product Approval Appficiltion Detail Product Approval Application [detail �� > _ � �..._ ._>•._.,�Sx• - "a 'stxr�-�:�-�x'.vez, �-. �aN� _.,�.x'• - .. _ . ..: _ _, - .: ..eY - .. .... x__ .._ - _ .r _ -..b. s..,. :^lr .c r. _ .'. _..,A.:,..._ _ __ _- _ _ ,_. s .: _ -n �. .. - � _W�n -.. ,,. _. _ :.,-t _ � - .. �'. .. _ _ �. _-. ..._ - _- ,� Fin,-,.-._ -,� .. _. - - y ' �:. 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Knezevkh, PE 09N82020 09/0812020 Date Pending l�s FBC Aoce.val &tgd4Yal Status 10MI/2020 12J15J2D20 Approved a) FL#5259-R31 Code EQM%Lgr Date Date Q,3#p Date Status Category Racing (5D1)983-6163 PE-31242 (717)317-8454 Category: Rasing (801)380.609f Servfres LLC. (205)854-0160 - Catagary: Shutters s54)689-7545 PH4157 (9i4)772-6224 tyke Revision r O Manufacturer Contact gintaer& Validated By 2020 POLYGLASS USA Maury,Alpert, License John Validated b e Pending, Qpi}roved Approved 1 DQW2D201nf1212020 FBC 12115/2020 SubCetegory: Roofing Acase-l.s that arean Integral Pertofthe Roofing System C.,Mll kjelley�/,bmanco.tom eubCatagby Roofing Tiles C.mnpllanca Method: Evaluation Report from a Product EwluNMn Entity RabInAndanonCloond.ao m Subcategory: Storm Panels Compliance Method: Evaluation Report from a urr.roWnscN�gpp.hL. m IN Cate o Roofin S954233133OSmal a ol. Iass.com RobertNieminen Knezevich, PE g �1 9 PP y9 A room -FA.tbad,EVmnatbnRtppgdfmma Fl.ddaReosteredAmhitedaaLken.dRn ida Florida Reglstegdnrchlao or a Licensed Florida Professional Engineer SubCate v g lJnder ayments. PE-59166 954 772.6224 ( 7 11/01/2020 Rdassiane Engineer - FL�4 2a2 R6 Prpd1 1 ;., . , - '. FLS79a9-R12 AfatlOds ipysulNAasurance AA^proved far Usa: Aynroved for Usa. !!a)gigt Gaston et a15p7s R6 P[oauda � ,' ,; ,:. ,. ,. , Co I ce Metflad. m ion p .. .. QIl2g t route - Aooroyed for Use Apnrovetl for Usa ImpaU Dsla 9 Sg� 16 cocoa Modal. Num wounary S. P h 6aXony-'Shake Stale, English R u 1 r od SDescr ado) :Contract-EXnlcailon Data.. iIm XVNII: e HVH gutsitl L a8i9telmt. �ngyf$ Qualltu Assurance Aooraved iarU Approved � iw Us, '�! 11e�lon - as YA U ,. 'si e n Posture 6lata; Country SpfltOltl Thatch &Vnpae Plot Profile -Denver,CG 12(3120Z0 Ma yes M!A MIA Prod t Made]. umbarbr Name, �g dF Product Q... lot an Co a t Exokatlaa date II, HVHZ Oulslda HVHP )NSl�rit Pressure EvaltailOnR rttrvm aFlorida 3eo# udModal.NumharorName 1 Deck -tun DA4or-1R1-eudtDed-lerOA4 Prptlst escrlMibn CanlractE%olrabpnDffia LoohnnicePplypthedto plostic.RooVent 12H02025 nHyH2 OusitleHVHZ No ®a ResR_tak No +g7.557.5 1e. ; r Ssxan $00 51ate Shake&am .5 ld 6hake y p P Flot ProFlle Stockton, CA 121372020 .No Yes N!A WA D G G IVenla tl Ste 1 StormP dal !Mv 1 Z ago.. a s e a s H¢ 12/3120 3 ': as Corfu aletl Galvenlzed Steel Storm Panaleratamed 2 Y 9 as A Ya Y NJ s .�■ chitetoraLicens AfCiTlteCt ora LlC2n5ed MechanicallyAtiaehed to Plyudoad OeekL. i&. 15 Saxony0(1D-State Shake amp, Split snake Saxsny700-stake, Slats&emp: Split Shake Flat Prole-Riaro, CA 12l31Y202D� Fiat Profit.-Steadon; CA 12l31J202D No No yes yes MIA MIA MIA NiA 2 24 Gage Galvanized Steal Storm P..IWNHVH2 or not try trecks'M prwMe real cenepraacuon: Corrugated Galvanized Steel Storm Panelsietshed 121312023 No. Yes yes MIA n' iW FlofidaProfessional Engineer 2D 27 Saxony700-eheke.Slate &: Split Shake Talus 'Espana tsarceldna Flat Profb-Rlalc,GA 12fillmzD RUIn Profile- Katy TX 12J312020 No No Yes yes N!A NIA NJA MIA ornglbytmckstoprwidehunlaDep,meaiN fir` [W, ) FL#5269-RS1 Products ?8 Va. LmProfile -Katy. TX 12MIQ020 Nd yes MIA NIA fluaiRy Assumos9 Approved for Use {ypproved for Use. Impact Desian r /� w Seq# Product . Model, Number or Name Product Descri ion C rapt EWIrAdon In HVHZ Outside HVHZ eFi sistant Pressure . 1 Polyglass Roof Underiayments Roofing undedayments. 1172112022 No yes . WA +WA1-822:5 - 1 2 Polyglass Roof Undertayments (HVIHZ) Polyglass Roof Underklyments (nth-I1VtiZ) Poryg]ass roof underlaym ents for use in FBC 12J23r1023 Yes HVHZ Jss roofions. Polyglass roof ur)derlaym ants, for use lo 1T1212U23 No No yes NIA NIA N/A +N1At-G22.5 � `` O FBC n."VHZ judsdotions. No Florida Department of Business & Professional Regulation Page 1 wq Florida Department of Business & Professional Regulation page I .if Florida Department of Business & Professional Regulation page 1 of t 1 Polyglass Roof Undedayatents(HVHZ) Polyglass roof urldenaymeMs for use in FBC121232023 Yes HVHZiurlsdidons. NIA N/A Building Codes and Standards 1252022 Building Codes and Standards 117=21 Building Codes and Standards frl<^021 2 Polyglass Roof Undeiiaymellts{non-HVHZI Polyglass roof underlaymeno, for use ; In 12/232023 No FBC,non-HVHZ jurisdictions yes NJA *N1AI-U22,6 Product Approval Application Detail . Product Approval Application Detail Product Approval Application Detail D 1 of lass- oofUn erta 'nts V P yg R d nine H FI2y of la sroofu deramentsfor use m Ci?l23202 yes P Yg s n I y H n i VHZ u sd obons. N NIA N O _ -. ..,.' - y� '. _ .. , .,. .�.,.. .. - <. 1 ' �' ,. , , � ._... _... .... .._ _._.... .. ... -.. .. ..... . ......:.... .. .. . ,.._. .';„,.a: � x�. 2 Rol lass',R ofUndeda manta n HV Yg_ O y (. on HZ) Pol I ssroofunderla me sfocureJn 121232023 Na Yga Y nt ,... .. FBC non•HVH2.. unadictions: j. Yes' N1A N1A71322,5 _. , C r3 nr ar E t iv Enameer&Lleense.. BV g Dot a Data Pandora. d - 0 Validated 1 itetl FBC.AnpraVal ¢fig. Approved Status. C e' -.gam T e Vrslgn, :�:. 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Appr, �. i Q 0 A In Revis on 02 P oinaer uart cols 1 CEusluahon Senrfce LLC William M: Ranieri PE dated 0 0 90J31 J202 1022J202 5 2D i1,G J20 ,Vac i 5/2 D raved 1AI q2 AAp dygE Revision 2020 CommarPlai4cncrete Produds.mc. Enalnetir&License idatetl e a r. J 1 0 0 12n8f2a20 Ras rtGIIII 6amualA GreLnbeg chn Hcq 2t 6t2 2 gndm^val 122a202 di FBc r , 4 ng, App ♦ 1 `/ 2 Polyglass Roof Underlayments (non-HYH2) .:.. HVHZ jurisdictions, Polyglass roof underlaymentt, for use :In 12J2312023 No yes NIA +NIA!-G22Z CategoryShutters Subcategory. Storm Panels 561 712.9882 PE-0046549 954 9474,980` ( ) ( ) mikebCallamericanshutte Category. Structure! Can ousels: p 3ubCategary; Truss Plates (321)710-3377 4071661.1917 ( sbwlagaipiheiIw.aom Category: alNdural Compan8nka Subcategory: Products lntropuced as.a Result of (813)859-3707. RE-34245 (352)591)-5311 precestgetor@� ,shoo:com FBG non HVHZjudsdictions. Compliance Method Eve] uatlon Report from a mcom Camplianea Method; Evaluation : Report tram a Product Evaluation Entity Nan Technaogy Report �J••t 0 Florida Registered Architect ora Licensed Florlda Prpiessl4mal Engineer - J:tp,�B9s•R7 Roducts ; ` ': Compliance Marriott: Evaluation Rom a Fluids ReglsleredA chitactora Llceasad Flodda Prdessional Engineer O FLfl47e88-RS Ptoditets - Quality Asauranca Approved for Use Approved for Ube Impact Dasl 1 FIAN774Jt61aroducts': _ L Quality Assurance Approved for Ilse Approved for Use I a Union aat= Product Model, Number of Nam e Produd Descdmron Contract Dmkatbn Dole In HVHZ Outslda HN2 Resistant Pressure - - seq# Product Model, Number or Name Product Description Contract Expiration Data inHVHZ Outside HVHZ assistant Pressure 1 ITW BCG/Alphre. Hier Strength .tH.&:$) Metal Connecter Plate 12/312024 Yea Yes MIA MIA Quality Assurance Abweved for use Awrawd fwUsa Im_ad � a- 1 24ga Galvanized Steel Storm Panels 24ga Galvanized Steel Storm Panels 1213112022 Yes - Yes Yes rNZA 2 ITW BCG1AHine Hinge Plate Metal Connector Plate 12J312024 Yes Yes NIA NIA $044 jProduct Model. Numb" or Name Produd Description Comrad Expiration Date 9n HVHZ Outside FiVfIZ Realstant Praswrt 3 4 ITW BCG1AlpIne TMlox ITW SCGINpine Wave Metal Connector Plate 12/3112U24 Metal Connecter Plate 12l311YQ24 Yes Yes Yes yes MIA MIA MIA MIA 1 Ouariy Precast or commercial Concrete Products Precast And Prestressed Concrete Lintels 05I252024 No yes MIA MIA ^a W M U m � nQ ".- Florida Department of Business & Prof 3ssional Regulation Building Codes and Standards Pegazd2 =0v Florida Dapertmeritof Business & Professional Regulation Building Codes acid Standards : Pagel oil 6114r2a21 Florida Department of Business & Professional Regulation Building Codes and Standards Pig. l aft PoahZ921 Product Approval Application Detail Prod uct Approval Application Detail Product Approval Application Detail 0 L_ P.5 � , 4 M.WWWt . i : �'. ;; ': - - ; 5 91 i i M : Cog Entity w. 0.He Date Da�NP ndino Die �g _.... - - -W � . :; F�t� � DDM Qafe Pending we rode EtdtV or. gee Date. x�-Date Pendant 2112 � s Version manufacturer Contact Engine. A Licersa Validated By validate d Sutanktad FBC Approval ...d Status Tope Version Manufacturer Contact Ena)neer&License Validated By Vaddated S.b.1tted 'FBC Auomval AchasaYved Staters T.. Verdian Men ufadurer Contact Satin r&Wcen�e Validated Is, VVI'dated milted FBC Aopmval Agp ll'shs eW C Revision 2020 Mines, Io. Category Savota.f Ccrnpoaents Erin vvalden ]CC Evaluation b$Vice, LLC ICC Evaluation Service, (952)898-8635 LLC. OIMIZD23 12rMW22 011=2023 Approved Revldon 2020 Weyamaeuser Categoy Structural Comporrents Rob aadvA, ICC Evaluation Service, LLC Ian Lemer, P.E. 1253)B24-0475 (608)83e-3286 02J02r2D21 :IW1312020 - 02/0312021 Approved Animatioin 2020 Alpha Nundnum, Inc. Category: Panel W.Bs JIM alive W)s R. Lagas Steven M.. Loch. PE j40T)509-2008 PE62514, (717)317-8454 11/16/2020 lif16t2020-. 11/200020 Approved < /r 8ubCalegaryr Truss Plates easItan�mii.com (205)599-90013 Subcategory; End Bred Lumber Carnation. Method:. Evaluaficn Report frame Robart.ealdvinoweywha wser.com SubcategorySdMe aiphealixrdnummc4gyaho J Compllanca McUhod: Evoluatleri Report from a Product EWlirtl[ion Ent4y` Product Evaluation Entity Compliance Method: Ews.t.r. Report d Fl a Florida Registered tudlitect or a Licensed Florida O:cam Z pJ,$y197.R90 . „_ prodLints :. '. : , : . , , , , : FIJ1Wt,MI Ra ds gu: -:, ::.. ,. ,. . ' . Professional Engineer Quality Asue-eca AnnrwodforUse Approved for Use & n product .:NumbararName ° ri Qualty Assurance Prbduek DescrberL CbMrao3(31I atfanQate Approved tor Use Approyedfor Vag °in'HVHZ utsiYe:HVHZ p• Impact : Q651gn a' reaeure �-- ,EL#1s544.0-,Produeta ,", "`- :1. - .: -, J §:g§- Product Model flumbecor:Hame ProductDessrlotlon eomraet Expiranlon Date )-n, HVH2: Oulaide HVH2 Resistant Pressure Quallty AS.Iff nca Approved for use Annrwed for Use tmg�i 1 1 1 M16AH9. i8 ga hl0hstrength truss connector plaie. 121312024 Yes: Yps. N/A NA NIA 1 Microllam LVL le naiad Veneer Lumher D3l3112023 No' Yes, NIA NlA. S eo #l:- Produd Moral. Numher be Hama PmtluctD widipn M es go rag�ao_Irpil;D Oat, in HVHL Outside HVHZ RB615ta M.. Pr[15sure r� L.L 2. M16SHS 18 .suer high strength truss connector late. 121312024 t? g p Yes Yes: NIA. NIA 2 parallam PSL 3 Tlmberstand LSL Parallel Attend. Lumber arslMt2023 Laminated Strand Lumber g315112023 Nor. Yes Noy. Yes N/A NIA: NIA N)A: I Alpha Alumfnum Sold 8amp Veined ALwrgum8ogN1 Alpha Aluminum Salld:&.V4nted:Aluminum 07J302023 No 'Ye s I No NA 3 4 MII 16 MT18HS 16 ga truss caineutor plate: 12J31I2024 18 ga high: strehsthuussawnedor plate 12J3V2024 Yes. Yes Yes Yes h1TA NIA NJA N NIA 4 TJ Rim Board structural Composite Lumber ororionted Shand 0313IJ2023 No:', Ye s NIA WA CMU & Wbotl Splfil/ CMU &, Wind 5 MT20HS 20 ga, high strength trussconnectw plate 12)312024 Yes Yea N1A NJA 5 Weyerhaepanr Rim Board. board d Board oriented Slmnd.Boartl Rim Board 03/3nJ2023 - N. Vag NIA NJA.. SHEET NO. a TLIS, TI8 18 ga.. bass cennedor AA* 1W312024 Yes Yes NIA NJA 7 TL20M720 20so. tmssconnector Oates 121312024 Yes Yes MIA NIA March 6, 2023 PA 1.1 O Florida Departnmt cf Blilsiness S Professional Regulation "I all Florida Departmert of Business & Professional Reguiatlon P.WI of i Florida Department of Business & Pmfess(onal Regulation Pori ell Florlda Department of Business $ Professional Regulation nevi ell - Building Codes and Standards SPIM 2 Suading Codes and Standards 61,10PA62 Building Codes and Standards eMa a Building codes and SlarlderVa enotaros (Cj U Product Approval Application Detail Product Approval Application Delad Product Approval Application Detail Product Approval Application Detail � O L �" .i .: n.. S. _ �. x' 4 f n Emike., os'f .. _.. .i.-$31."4F4 amiNur 0.0 DebPandne 0- O L n' DAnPan3na r note Oak Pananr f �- �4 Dom Poodle S�!! 2111. Dak T.me Wnbn MNubmumr cemaa 6nldMprA LJNM. 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Wndows Robirs" k4anolendoerAdeenledon (681)926.8455 coxi Lc Wndore lbobIrSOn MehidsonowAasaol0tlon CBUCX Englneemg Catpery. Wnddws ftbhvon PE-44135 tllel)6258455 '^ , V vJ aabesbgsy-She'd Hung (641)821-8088 (W)4a14PST7 RaW.1vii all Hug 041)521-WWS auaCeleasye FLad Mark UsUng (641)8214395 1681)4a1-ge27 BabCafteyF Fixed (641}621.OM .��) / *mpbaw YltbixL COlIketlon Marker I-Wra weproou*pp*v&wo Iie.cam G4mpaaMs Mdlwd: Cartiaci Mork Or Usthg pellePlOdUotaPProval®Pe la.eOm G(iap0onee MWW-Cer . er peaeproduceopw-upe Ira-rdm Cp llffor o Method: EvaWafon Raped horn 8 FlandaRmlaWMAmhibGora Lwenaed Florlde pelleproductsppm,"anoe Ila.edm TZ U V (a P n le �,g ae :Pen .::. ,:: . ,..... roreeNma eer emrc rw Prdibei L Q� �ttE Pmduat Medal..Mtmaer OuUFbANerrwe n.e¢amFan Anomst far Use AOamwdPer Use' Imo ROW Cenkraet•Ernrmtbn Aaew+rsd For Ca. Aearev.d rarLM gggw n 0lMaa Yerlel. XuOther:arNarr Mai wmrwDANnaelan Ceraeam EaeimhenlLb' Aadrvtn+e Ne use Aenmred In u PorUM. bin. 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SwIIng lea10alnale Nang VIrod USM602027 NO Yes NO (tapiOLf�r3 da990Y bow Dodo 3 Sp1114,1y20. Mori. Fixed.Wlndow (60''xU-) 07r16r1024 No yes Nj. +90-0) I...� � � 4� \\ Hung Sigle. Hung Window tW x OR-1Z) +361.35 A. Psq{trrel Model. Xumber ar Nama Pradr.6t D•Mddiart CararamEreiratbn Dab in HVHt OWaide HVHt i jye .� 11 12 Saxe1=081rglo,Hung Sages IQ=single Hung MaidSireleHungWindow(49':x84-) DY174027 MV single Hung Wmdow(3a'.72') 0811&2027 No No Yea Yes. No No +3Waa. +35ILW 1 Pelle 108erles$Ingle Hung Wndow eraX W MAyl Non4rnpem Single Hung Whom WIM12023 No Yee' 'Me +40I40 19 aedmIUDS1rgIPHurg M104 Slrgb Hung TWln GOlnpoib(72-x=A1 08C22.I2027 NO Yes No +361 6 2 Pegs -10 Series$Ingle Hung. Window 64"XIWMnyINon4mpoa$lngro NLMWllgow III1C912023 No Yes No W4*43 14 Series10120 SInple HWg VpyfBhgle HWg TWIn Gympoa80{88:5'.xb'i:b� QB12172027 NO Yea fb +36135 9 Pella lO Spina SIMI. Hung Wndow W. 537 Vbrpl No,4.p FBlnSle Hung WYrdow OW09MM No. Yes No +ew-fia 16 Series 1S20 Single Hung low single Hum 7Wn Composite(138-Sx.721 0S11712a27 No Yes No +3g� 4 Pb10Series >gnab Home Window 38'xa2 MnylNmtdmpaot Single Hung vYtrdotr g8�21Z0J3 NO Vas Ni +fiW,55 15 cerise io=✓trgllr Hung VW Sego Hung Twin 0ompota17Y`x 7r) 08rl&=7 NO Yes No +40140 5 Peso lO aorl"anglo Hung Wndow 524Wx SV Mntyl Norl-ImpedShtgie SAsg Mndoer 10117902S No Y. No +Some 17 S&NO1020SIIglo'Hung Vinyl Fixed Wloi.SlnQIO ihmg Parkws(108' x7r). :10105=1 No Yea Np +alsw Anam+d for Use Aaareerd Per'UN )ptiY6t iWli9a AtE ,Predum. Sbdal. Nunbar Or Nan. PmdueeDrrtfimibn Ceoerset Erebsi Dww In 14VH2 OuuYn'HVHZ. Reeil phlexrh 1 140 series orTherimlier or Enopapose or Avant High WIl High Fbibrmenoe8hab Hune(4r a72) OW1712CRT No Yee No +51ds0 Pedonneno , Single Hung 2 IM Series orThermoduar Er4wpm wAvard High 'Viral High Perfononde Single Hung Twin 060112027 NO Yes No + aLaD P8e0rmando Shia Hoe GOinixxift(72' x W, 8 Ian Sedge orTbermme,ataneprrq,Me o'"S lSingle I.W Shele Hoag Tdoo Ge (10TIt 721) 05f1.5R427 No, Yes NO +401140 Hug 4 1908ener orThxmarbrrr EnaornpaaerrAvorld Single Mr,A single Hung Triple CogMW(106'.x99.5') 0W230027 No Yea No +3" - HUp Florida Deparimarit Of Business & PruleaalOnal Regulation Peer 1 on Flonds Department of Business tt, Proles9lonat. RegUleUOn Wpiot l Florida Depart n N of Business & Praiessionai Regulation P.O.1 of 2 Bugdirig Codes and Standarda 911WA22 Building Codes and Standards 9MAI= Building Coda and Standards aMdaro2 Product Approval Applk*UOn Detail Product Approval Application DOW Product Approval Application Detail was m , . 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Winn, PE, LLC 0711412a20 07114MO20 '07)20f20J0 gpprofsd Afir-ton 20M Perm corpondion Joe: Hoyden send) Window and Door Jame6LSudknOr,P.E.G. 0771418020, OV1412020 0raW2020 Appro"d 00te94rr Windows RobOxion ManubaboarAmegoeden CBU0(EngOteedng SaN04ry: Wlneows Rob4nw PEd4136 (561)87541485 Core9arin Ellarbr boors Robinson ]UNUU MIAgeople0m CNUCKEngineenrg aux+loearr.Hortmotalallder (e41fE21-SM Mlll)491A92r aub"legarSCHatante101d. m41)mlmsides sabcabegortcsedngrxrlarmarAmiftdae 0$41)MI-5096 (M)erl-mgu Csnpueans M4thed-Certlkidio, Markin Usting peaapmduslopproftOpe a mpffietM Embrd: eveluafgn.Pspont rrom a pefepOdudeppravdggpe Csnpnsn Mdbod: DertMoian Mork or Uafng pe3opnodudWnwa0pa Ile.- - - Florida Reglixeell Amhlgaota,a Licensed Fonda Ile -Dom II9.00. PmImtanel Engines. 1t87Ji.pmrHrere:� - .. Ae ,Yeead fa Le. Asa rewd Per UAe 100 21AU : 91Ygal.aurfJDae ArrxavN rs U.a Aaanay.d for UM Im9ast ILM9D elf Predred Model. 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AoemvW fs use. Im 6t:. GWAn -. Prod"JYodeLif"Is 1140" Pmduet D.Mdmim Codes l!"Imi"Bob in:HVHL DabM•HVM! RsaHbnt 1 Series laid or EnoOmpsas orAvendSlldlrg those Door Vr6l 24%ne1'C O Sliding elm 4xir (MV2, X m12ti12ps1 No Yea No +951-2S - :as-iln 2 Swiss180 or Enontposs wAWAU lNidhg Ukee,Wor VW Ehgb Pena! Fixed 'O'Doorgaldelf, 3&iR' x 02MM032 NO Yea No +40110 81-1r21 - 8 Sraba 130 or Enggnnio a A-t Slag GIM Door %ft"i 24en*1 I= Volg GkwDoor (77.sr08100022 NO Yes No +36%35 4 8VIObISDorEW ppleorAvenbaltlhpGle"Dow MCI Single Fenel Fioed'q' DW(Uldote; 47.10 x IPJIV202 No, Yea No +2a'-25 66.112'y ;... C-j GMI]NANWOON Aadroved for Use Aooro*d for UN wow gig ,.raj Prodret Model, Number Or Nam. PoodwArmcriall CnmrmtEaeirAlloo Dais inHVHt OubM. HVH2 8"hoo pefte,gl 1 Series lap or From pas orAvendSllpgrg Glees Door Mr04 2-panel'Or a Idi g elm Door @Wtz x 031202031 No Yes No +2Ly.23 N WIM 2 Serbs lEO or Ecmlpm orAvandSlidig Glm Door VIr04Single Panel Flxed'O' Ow t8deft,MlW a 1I2MS12032 NO Yes No +401-0 00 51-in7 a Swnm15() or FFmrnpass orAUank Shoig GkM Beer Vino 2-PXW G1P Being QM OW(77s 82') 06i24r= No Yea No -36�m " 4 :S.no 130or TammpNa orRvan331dkg GlemDpar - Vhryl8lrpla Pinner Fhud "Q'Cmr(Sldellb, 97-1R'e 02li6r20112 NO Yes No +28625 4X 86-112'j 0- - 4 of E M1M ° 66 (_ 4�p W v CV > co O See. > CL 0L O � U O �-, Ca m Q 0- O S_ W� Z� Z Q J d SHEET NO. March 6, 2023 PA 1 ■ ® Simpson Strong -Tie 2020 FBC Approved Products p Updated 12Jaorzozo Simpson Strong -Tie 2020 FBC Approved Products 2 . � Simpson Strong -Tie 2021 FBC Approved Products � Simpson Strong -Tie 2020 FBC Approved Products P 12l30l202p For direct 10all 55T5pprwalsnsted below, CLICK HERE For direct links taall SST approvals ale listed below, CLICK HERE For direct links toall SST approvals listed beldva, CLICK HE pp For direct links to all EST approvals listed below, CLICK HER For additional regarding Flantl s Statewide. ProducrA royal S. tam er,d Mlem{ Qad County Notice: of Acceptance : JOA CLICK HERE. Information a e. F .. PP ..Ys.. .... (. ) « Approval : System a 0 tl County Nat a N4A HERE. Far additional Information regarding Flaridas Statewide Product S t m tl MI mi a e to of, ,{.. ). CLICK YS_. For additional informattanr a Florida's Statewide Product A my 5 fain. and i Dad :Count . al Maori e . _ !'Wn P _Ys pg 9 _ P _Y Notice a a to c.;FO :CLICK HERE. oP A a n e ! P (... i4) For regarding Florid A a and Miami -Dace additional information as Statewide Product ApprovalSystem :Count .. ,.. PP Notice of as lane rJA CLICK HERE. Aa e N LI Y ... p.. (. ) FL#2355-R7 Fli 0446-R6 FL#104ti6-R5 11 HUB, HUSC series hangers Face -mount hangers available in widths ranging from 1-518" to 3- 9116" and heights ranging from 4-5116" to 11". Concealed flange Sea # Product Model. Number or Name Product Description Se Product Model. Number or Name Product Description Sea fi Product Model. Number or Name Product Description version USG available for models having width a ualta o (I'{ ) 9 q r 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN-55) 1/4" diameter Titen stemless -steel masonry screw 1 A21, A23, A33, R34 A35; A44 Angles 1 ST, BTB, BTH Brick Ties greater than 3-911$". 2 APA21, APA4, APAff, APUA21, APVA4, APVAB Outdoor Accents Angles 2 CMST12, CMST14, CMSTCfit3 Coiled Straps 12 US series hangers Face -mount hangars available in widths ranging from 1-718" to 3- 3 AP844, AP644R, APU666, AP866R, APB88, AP688R, AP81010, RP8101QR, APV1344, Outdoor Accents Post Bases: 3 C514, CS16, CS18; C520, CS22 Coiled Straps 5/8" and heights ranging from 9-114" to 16". FL#95f39-R6 APV844R, APV866. APV1386R, APVB88, APVB88R, APVB101Q APV61D1DR d CSHP18, CSHP20 Coiled Straps 13 LGU3.25:SDS, LGU383SDS; LGU5.25-SDS Face -mount hangars APDJT2-4; APDJf2R14, APDJT2-8, APDJT2R-6, APVDJT2-4, APVDJT2R-4 APVDJT2-6, Outdoor Accents Deck Joist Ties 5 GTS218 CompressionJTension Strap 14 LU24, LU26, LU28 LU210 Face -mount hangers Seo t Product Model Number or Name Product Desc rigtian APVDJT2R,6 B DSP, SSP; TSP Stud to Plate tie 15 LUC28Z; LUC2I DZ' Face -mount Hangers 1 SD10112D6B .Outdoor Accents Connector Scree+ 5 APHH48; APHH48R, APHH610, APHH810R Outdoor Accents Heavy Hanger 7 Hi, HI DA, H2.5R, H3 H8, H7Z, HI 6, H188, HI 6-2, H18-2S HutricaneTiee 16 LUS canes hangers Face -mount hangers available m widths ranging from 1-9J16 to d- 2 SD9112 SD9212 SDI 0112, SD1iD212 Strong -Drive SD Connector Screw B APL4, APL6, APTd ART6, APVL4, APVLB; APVTd, AFVTB ` Outdoor Accents L and T Beam -to -Column Ties & : � HGT 2, HGT 3, HGT 4 Heavy GlyderTletlown 8" and an in from 3" to i'0-15/16f 51 heights r g g 3 SD9112SS a�D9212SS++ Strong -Drive SD Connector SSrScrew 7 APLH24 APLH24R APLH26 APLH28R,APLH210 APhH210R Outdoor Accents Light Hangers 9' H524 HurrioaneTie 17 MGU3.83-SDS MGU5:25 SD5 MGU5.54-SDS MGU5;82-SDS MGU7.00.5[ZS Face -mount Han or N C/) -Cu O U O CU ^ O t� ^' W cm M (R M O O Q O LL -4- 4 _ .W -0 E O O O L L_ O Q. 4- -a.+ �. .� ._ U N CpN ® o o � as . Q o R � c N t5 l!1 "4 `L e> oa cu os 0 c.r 0 v r� V I IM O L O U O L /V� IM M I..L O Ltl_ W �^^11 W z Z Q J SHEET NO, PA 1.3-- r r Updated f 130l2n20. • Updated 12I30I2020 Updated CIO rCr o i00 ng from 5-3/8" to 32", tcc h masonry countersunk head, 3 ABW44Z A8W44RZ ABl+V46Z ABW46 AB 66Z B 6. RZ ABW7-7 Adjustable! Post Base 10 MEfAl2 MEfA16 META18 META20 META24 META40 Embedded Truss Anchor 5 MBHA31219.2� MBHA312J11 25 MBHA3.5fi17.2� MBHA3 5619.25 MBHA3 6i11.2a. Masonr Ta Flange Beam Hangers fififififil Connector m 9 11 B3. 18 Bypass CIO 7 HGT-2, HGT-3, HGT-4 Heavy GirderTiedonm 10 MSiC66, MSTG78;. ST6236 Str ME 8 URFP Universal Retrofit Foundation Plate 12 S181.56, SIB1.81, SIB2.06, SIB2.37, 51B2:56, S/B2,68, SiB3.12, SJB3.56, S163:62, 5184:06; Top Flange Joist Hangers FL#15730-R4 X0 (D (D -C= Cf) _0 > MIAM TRODUOTCOWTROLSECTWN PGT htdustries. Inc. PGTIndustriesjuc. (3) 0 (D 0 . PGT Iluftbies. hir. 0 iiw�swms, ftv!� ROOM 208 "TICE OF ACCEPTANCE: ENTQENCE SUBMITTED NOTICE 10F.ACCEPT-AINCE: EVIDENCE SUBIRITED CD CZ -0 C1 D"ARTAMNT OF RECULATORT AND EC W; OAHC RESOURCES PEER) Mimn� flonds 33175-2474 -9 OARD AND C 01D E A)DUMST"Ut W_ D WMON F(.M_�315-2599 NOTICE �OF ACCEPTANCE: E17H)ENCE SUBWTTED T -+- (D a) 0 — (n -!-- NOTICE OF ACCE PTANCE (-NOA) W K K 1. Evidence submitted, under previous ASS D. QUALM ILIRAN7CE 1. Mianai Dade Depatment of Regulatory and Economic Resomces (RER)- C: :3 M -cu Cn (D -0 0 -0 FGTLm1xsstAesjac. A. DRANN1NGS B. TEST S (Ontinued) C 0 0 -0 1070 Technology Ihi-. e, L Manufacturees-die drawings and sections. 5- Test report on 1) Air Infiltration. Test�. per FBC, TAS 2022-94 0 L_ 0- North Venice.. FL34275 (Submiffed underAVA.Mv. 11-0167 04) 2) Unifonn Static Air Prff=e Test- per FBC, TAS 202-94 E. _hLkTER1_AL CERIMCATIONS C 0 LL SCCTE-. 2. Drawing No. 3-M-5570.0- titled -Vinyl Sliding'Glass Door NOA (IN", sheets 1 SL 3) Water-Ftesistance Tat, per FBC, TA 202-94. 1'. Noticeof Acceptance No- 1-5-0528.14 issued toVirdon, E.*vrusion Limited fortheir C .— M 0 -1--a %+- M This NOA is b6ngimued under the applicablerales andregothfi= Lpvesuiug theuse cdcoestructionmaterials- T1* tbrough 21 of 2 1. pvqm-ed by manuf2durer, dated 10AD5115, with revisioa A dated 4) Lxge Missile Impact Test per FBC, TAS201-94 -Mike Rigid PVC Exterior Fxtrusions forWindews and Doure". dated 08111345. M C) > U) -0 E 0 domanentationa-ubsnifted has beenre-,arxed and accepte&Uy Mann Dade CountyRER, -Product control sectioll to "105117, signed and sealed by A. Lym MMer, P.E. 5) Cyclic Wind Presstwe Loadingper FBC, TAS 203-94 expifm M093049. Cf) a) " L_ btwedin NfiamDadeCounty audother ueaswbac allowidbythe AiAliofdy &%,4 ftris&tioa (AID). 6) Foiced Entry Test, per FBC, TAS.202-94 2- Notice of Acceptance No. 16-092108 issued to Vr ision E_vtrudau Lmaited for their -YE U) 40 Co C)- CU _*� Tbis.NOA shallnotbe valid afterthe:expiration date statedbelowThe Mmm-DadeCountyProduct Control. Secton B. TESTS --up ing alongwithm,=ked draw-i sand instaUatibu diagram of vinyl -sliding glass, door. piepared 1060 Tan 2,02 and lighter Shades (Non-Mitite) RigidTIT EiteriorExtrtisionsfor C U) < OuNfiamDade County) and�or&e AM (m reserve the right to have this I- Test report on 1) Umfonn Static Air Posmue Test, per FBC TAS 202-94 y Fenesftation Testing Lah_ Inc� Test Rqxxt No- FTL &549� dated I.M. ied b 115, and Windows and Doors.. dated 12108el 6, expidug, on. 12,2912, 1 product -of m.0'erW testedfar qualityawauncepuTnses- iflhis. product or material fails, to,pafomin 1he accepted 2) L. � NlissilEIMP.0 t Test Pei FBC. TAS 201-94 arge sealed by Idalmis Ortega, P, E_ (rest reportrevised, on 11VVi � a�nd 0 Y1 2 1/16) 3. Nofice of Acceptance No - 1-5452815 issued to VL4Gn Emrawn Lmuted for thm mannet, the snanuftctarer wM incur the expense o f su& testing and the AM may imnediatetyfev oke - mia dify, c r 3) Cyclic Vlind Presswe Loading per FBC, TAS 1,03-94 6- Test report on 1) Air Infiluation Te&i, per FBC., TAS 2202-94 "Brown Coated (Painted or Laminated) Mkf Rigid PVC Exterior Extrusions for 7L suspend the. use Of -such, product or material within theirjunisdiction- RER resm,,es the, r4#t to, revoke this along With madwd-up dnwings and installation d-i4gfm of-%*4 diding glassdo'br, pmpated -7) Uniforin Static Air Preme Test- per FBC. TAS 202-94 W-mdows and Doors" dated bill 3115. expiring on 09,130tl 0- acceptance, if -it-isdetermitied t�yManu-Dade CountyProduct CoutrdSectsou that this pioductarinaterial fails to mL-es 1he requiraments of the applicabk: bTWding code- by-FenegratminTes-ting Labjutc., Test ReportNo.TTLS'717 datedl2ffl 7115� sigbed and - - 3) Water, Resistmice Test,,per FBC, TAS 202-94 4-- Notice of Acceptance,]�o_ 1"711027 issued to ENERGI Fenestotion Soliftions USA,, This producti� appravedas deseribedhemin aadhas b�m designed to empty wr& the Floii&, Bug&u_g Code- and 02, 4116) -y Idalmis.oftega, P_ E_ (rest report revised,bn 62-11546 2 sealed b 4) Large Missile Impact Test per FBC, -AS 201-94 T Inc. for their -TAINT 3040 and Lighter Shades (Non -White) Rigid PVC Exterior mcbding the High Velm� Hutricane,Zose. Infitration Test. 2,. Test relicat on 1).4ml per FBC, TAS 202-M 5) Cyclic Mmd Presmar Loadingper FBC, TAS 203-94 Extrusions for WludGws and Do'"Is" dated 09/15116- 0104t2l. on DIESCRITMO-IM Door (Reinfwceff)w4o90"&l351cwmrrs-L-mi. 2) Unibonn Static Air Press= Test- per FB-C, TAS 202-94 along with mxked-up &awuqs and msta1hfi ton diagnim of vinyl sliding glass door- ptep2red 5. Notice ofAcceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA, AMOVAL DO C Drawing No -MID -5570 A Rev R, titled -V issyl Sliding Glass Doo r NOA (LK % shem 3) Water Resistance Test, per FBC, T4LS 202-94- - by, Fenesh *ioa Testing Lab I nc, , Test - Rep ort No. FTL 8 55 2, d ated, 1210 4/15, s igned and Inc for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior I through 21 of 2 1, preparedkyman-ifachuer. dated I 0A05A 5 and last revised on 02/011-11, signed and sealed by 4) Large Mi!� Impad Test FBC� TAS 201-94 per 2, P. F sealed by Idalmis. Orteg (rest report revised, on 02115,'2016) cq=mg Extrusions for Windows and Doors dated 0-9/15116- on 04/16)2 ad A- Lynft Miller, P_E� beamg the NifianALDade Co=JyFiodud Control Revisionstaing-wA the, Notice of' 5) C�c`Wind Pre&=e Loading FBC, TAS 203 gper -94 T Test -report on 1) Unifoun Static Air Pressure Test -per FBC, TAS 202-94- 6. Notice of Acceptance No- 10-0712.0,3 imiedto ENERGI Fenestration Solutions US'k --Wbite � Acceptanc e number anct eViration date by the Mun-Dade Gm� Frodtict Control Section. 6) Fared Entry Test, per FBC, TAS 72021-94 2) Large Missile Impact Test per �FBC, TA S: 201-94 Inc for their Rigid PVC Exterior Extrusions for NA judews and. Doors"dated N111MILEbAff ACT RA TONG: Large andSmall Missi-k Impact Rinista n t along u ith.madmd-up draw ings and installation, dugram of vinyl sliding glass dow�: p0pated 3) Cyclic Wind Pressme Loadingper FBC, TAS 203-94 M1011 7, expirirq on 02,;'2&q- R. by Fenestration Testing Lab, Inc., Test Report NG_YTL 81546- dated I MIS, signed and along with marked -up drawings and iw4allatio diagram oftinyl shd* glass doar prqmred on 7. Test reTorts No(s)- 10-00,2-792(A), 10-06-M052 7, 53_57';5--_"9. ASTNEE-84, Lfinita dons: L See table- I (sheet 2) and, table I (shee stus- qg)fvrapp&ahkSGDwdt i desigm pressures, reinforcements types, sealed -by Idalmis artega, P_ Ejrest repcd revised on 011,M44,6'and OD11 N-116) by Fenestration Testing Lab- Inc,-,, Test "Report No, F?TL 6638 (samples A-1 thm A-22)_ dated �pff - ASTNID 1929 and AS72AD-63 5. issued tyy EXOVA toNtsim &Mrsion for cellulosic sffi riser (we tables B-1 & B-2 sheem 7-8) and anchorlaycut Oieets requimetumts.: in 11 thru 16- 3, Tea vqxnt on 1) Air Inf iltratilon Test, per FB C - TAS 2( 01-94 111 signed and sealed by Jorge A- Causo, P_ E.. fSubmiftledunderl 4, A10. 19110 IVOL convosite material- _Wssss 2. Riga White PVC,'Tan (N=-white) RiVdPVC andBrown coated (Paiatedorhmakated)vwhiteRipdFVCtobe est T.4,S m_2-94 2) UniformStatic Air Pressure T FBC, #107 04) (Submitted under ArOA A-6. 11-0107 04) Z labeled refareaced NOA's tequitemmts - Per 3) Water Resistance Test, per FBC, TAS 202 -94 8 Test report on. 1) Air Nfiftration Test. per FBC1 TAS _V,194 8- Notice, of Accqjtance NG. 14-0916. 11 issued to Kurua y Americ, a., Inc. for their 1 E@xns operabledooss taust cmj�y with min' clear widthof ht��t per FBC fequiresnemt, as spocable. 4) Large Missile, Imp2ct Test per FBC_ TAS 201-94 2,) Unifonn Static Air Pressure Test, per FBC, TAS 102-94 -'Smn-% Gb-.sg (Clear and Mitte) Inteflayef"_ expiring on 07X4/1 8. 4. Po�clzvt walls untler sepRweapprovA. to be reviewedbgrBuikkng official :5) Cyclic Wind Pressure Lbadiggper tKJAS 220-94 3) Water Resistawe'Test, per FBQ TAS.202-94- P. Notice of Acceptance No. 16-1117,01 issued to Kitraray Americk I=- for their LABELING; Each unit -shall bear a pemunent label with the amnaflactureeiname or loaG city, state anztseriesam 6) Fared Entry Tea, per FRC, TAS 4) Lur N&s& Impact Tfst perFBC, TAS 201-94 "Trosifolt- Ultraclear. Clear and Color PNB laterlayff!j7, o*ing on OVD849. folkwing watement 'Mami-Da�k Cairity Frodwt noted hereim, along with mzked-updnwmgs and installatioa.ftVam oftinyl slidmg glass door- pvpmed 5) Cyclic VL'md Rrsmre Loadingper FBC, TAS 203-94 W RUNEWAL-of this NOA sbaflbe considered a&er areneuml. applicatim has beenfiledand there hasbeemno. byFewstrttion Testing Lab., Im.- Test Report No- FTL 81547 dated 1 1UN15, signed and 6) Fomed Enhy Test, per FBQ TALS202-94 F. STATIENIENTS r-l�anr'mltheapp,hc"buildi,ngeoderegifive affecting-t ly he petfbanance ofamm, prodnct, sv*dby Idalmis Ortega, P. E. � (rest report wvised on D-1115/16) along, with marked -up drawings and installafion diagram of vinyl sliding glass door- prepared I- Statenwnt letter of confannance with FBC-5� Edition (2014) and ElICAWEdition TE.RAHN.IUONofthisNOAmaUoccuafter-&eempatimdateorif these has been a-mmon or ebange in the 4. Tegrepoiton 1) AirInfiltration Test- per FBC-TAS202--04 by Fenestration Testing Lab,L Inc.- TestRepoit No-FTL 6337 (mmples A- I thru A-5), dated (2017� issued by manufacturer, dated OSIM17, signed & sealed by Lynn Miller, P_E_ materiah, use, andlor mmdackwe oft -he produd or proce-sm- Afisuw ofthis NOA asimendamement of=ypro&ct, 2) Unil[bun Static Air Piessure Test. pet FBC- TAS 202-94 llft?16� ped and sealed by Jo mg A- Causo, P. E. (Smbmiffe4 anderAT0.4 A16.11- 2- Statement letter of noTmancial interest,- dated M &17. issued by manufactuiw, signed mi forsakes, adverfis=' or any otherpusposesAall autemakcallytenninate this NOA.Failuret6 complywith any 3) Water Resistance TeA, per FBC, TAS 202-94 016709) & sealed.by Lynn Millef�, P.E. NOAshudbe cw.,§e fdr tennination and remnvat ofNOA- 4) LaTe M, Sale Impnd Ted perFBC- 1AS 20.1-94 3.. Letter of lab conipbasice, part of the above test reports. XDVERUSEMINM The NGAnumimi prooededby the words Maxni-Da& County- Fkrkla,,and followed bvthe 5) Cyclic Wind Presnue Loading per FBC TAS 203-94 C. CALCTILATIONS 4� RER_ Test Proposal No. 17-0387, dated 05J05A T signed by Ishaq Chanda, P.E. expimtmi1ate-zaybedisplayedin adverh=gfitmtme Ifanyportionof theNOAA's displayed- then it shall be -6) Forced Entry Test- F B. liS 202-94 1 Anchor verification calculations and structural analysis, compDjmg with FBC-2014, done in its en-firety. along with maiked-W drawings and inaallation diagram ofvinyl sliding gkm dolx_ prepared, 1 2115/16 sealedby pn*wd by PGT_ dated 11'094 5and last ievised on 0, -,*aed and G. OTEOER LN-TsTEcnwN-. A copyof this entireNoA,mall beproiided to *e userbyihe wannfitctureror it distrilmtors and by Yenestration Testing 1,2b, Inc. - Test Report -No. f 11 dated' 12,104,15, Mgmed and Av&=Y-I- Miller, PX. (Stibmifted under I AA NO , 'o. 15-1210.01� L Notice of Acceptance No. 15-1210M, ismed to PGT Industries, fortheir Series shallbe available fixinspection at thejob site at the�rt-Txestof theBuilding 04 6 Sealed byldabuis Ortega. RE (Tmt reportrevised, on,0L 11 and02111116 Glazing complies with ASTNE-1300-09- 5- 5 7 M777 0" Vinyl Sliding Glass Doo r (Re htf b rced) - L.M.1 on 04/1*21 expmng am This NOA revises& renews NOA #16_0429.05 and consists of this par 1 mdevidence pages F_ I- E-2- E-3. FA, C2 ,E-5 & F-15 as well as appro-ml document mentioned abom. 'Me, mkanitted. documentation %m miewed by Maq IL C-ba-D4 PE. Ithaq -L Chna", Pz ISIM21Q I. C-1-anda! R Z_, Blaq 1. Ckasd2i, PX� CC Product Coamol Uvit Super-iisor Product Cou&ol raldt: Supernser t Coatrol'Unh Superdepr U_ CL NOA Noll N-01 Z1 -0 2 #15.011 N ALN-G.:l-qZ0_9A3 NDA No. ExpirsfiouDOet Apri114 2026 bAi'vUarrh Ex*ftdou %te- Aprg 1412016L Approral 1341te. March 1-5, 202 L wri ExpiratioulDite- 4 '114,2026 A�Pro*aj D�%tw "Nfirch is, 2021 ExpirattionDite., A#ril 14, 206 Approva I Date, Alarch 2-5, 2021 c= ca clj Apprevil ?ws", zoil page 1 1-1 E -2: E -3 E cc E PGT Indus uk C.(;I Windows and Doors, Inc.. PGT lndustrit% lat. NOTICE OF ACCEPTANCE: ENTDE-,NCE SV MUTTED NOTICE OF ACCEPTAINCE- EVIDENCE SUBWITED NOTICE OFALCC-EPTANCT: ENMENCT. SIF, BAUT 2. Evidence Submitted under previous submittal E. MATERIAL CERXIFICATIONS (continue) 3. NewEi -idence Submitted t 5. Quanex Part SuDer Spacer Standard compbriag withASIM C5 18 Tbiennal Conduc ivity A. DRAMT�GS Q� 98 1 BTU-ia,' hr.-f F-T, ASD4 F 1249 VvYM-Pass, ASIM, D3985 Oxyg�n-Pas�, ASIM, E A. DRAWINGS 1. DrawmgNo. MD-557 0.0 RerB, titled -Vmyl Slidmg Glass Door NOA (Llvl) sheets 2190 1. G-.. Durability -No Tog -Pass. (SuAnt-ftie4 widerpre4ous NOAX& 15-8409,05) 1. Drawing.No- NED-55,57&O Rev B, fitted "Vinyl Sliding Glass DoorNOA (LNIF,, sheets I I ftough 21 i6f 21, papared byn3anubeturer -dated IWO545 and last revised,on tbrough 21 of 21 j pMwed by manufacnaff, dated 105.115 andlast rm-ised on OD0112 L 040-MG, signed and scalend by A- Lynn Mfflff, P_E_ 6� Quanex Part Duraseal comptjing with ASIM C518. Thennal Conductivity 2-22 BTU-iitf signed 2ndscaled by A- Lynn Miller, P.E. br_-fF-'F, ASIM. F 1249 WV1RPass,._ ASIM D 1434, Argon Pemmance-Paw AS,',IM E Note This mrision, congists replaceinent of sam exisw*, installation screw with flat head B. -TESTS 218-0 I-G. , Durability -No Fog, ASMI E 546 Dew Point Developnvat, -201F mi 48 his - I. Test reports ow 1) Air Inffitration. Test, per FBC, TAS 2,02-94 (Siibm INd anderNO-4 A'& 1544,09.95). 2) Unffbmi StalicAirPressure Test,Loadingper FBC,TAS 2102-94 7- Vision FExtrusions, Ltd- Parts comph-with PVC-AJAMA 303-13, Voluntary Spectfiqtion B. TESTS 3) Water Resistance T es(� per FBC`_ TAS 202-94 for Rigid Polyvinyl Clilonde - (PVC) Extenm Aurfles for Vision. Extrilsions, Ltd.-VEX-1 ky 1. None. 4) Imp Mssdc Impact Test per FBC, TAS 201-94 AAMA Fenestration Exterior Profile Certil!ication. Pwgram. fSubmi0ed under.1VO-4 X0. 15- .5) Cyclic Wind Piessure Loadingper FBC, TA.S'2203-Ac 0409. or�) C. CALC�UILATIONS E along with marked-W drawings and installationdiagnim of all PGT B&Lqhes, Inc. 8- Vision FaMnicm Ltd- Parts complyn with PVCA.AJv1A 303 -13. L None_� r,epresentati:ve units listed below and-testedto qpalifyDowsil 791 andDowsil 983 silicones� (SubnAftedunder-Y04.Vo 15-00905) -L =3 (D pVared by Fenestnition Testing Laboratory. Inc., Test Repoits; No. 9- PVC-AAMA 303-13, Voluntary Specii!ication, fbf Rigid Polp��yl Mride (PVC) Exterior D. QUALITY.ASS jL4,NC Z YT-L-7897', PG-TPW5520 PVC FbLed Window (unit 6inproposal), datedOM3114 Proffies for Vision Extrusions, Ltd_-VEX-1 by AAMk Fenestm, tion Exterior hTdk 1. _Vfiami-Dade Departm� of Regulatory and Ecawinic Resources. XM)_ Ing FTL-20-2107.1,PGTSGD7,8OAhmiimm,,Slid-- GlassDoar( �unft7inpropos*,FTL-20- certirw-atim Progam. I 2107.2, PGT CA740 Akun Outswing Casement Window (umug in. proposal) FTL-20- 10. Notice of AccWance No- 19-1217.14 issued to Energi Fenestration Solution, USA_.� Inc. for E, AIATERLAL CIERTMCATIONS. CU 2107.3, PGT PW7620.4, Aluminum Fixed%1indow (unit 9 in proposal) and IFTL-204107A. tbeki, -Tan aNO & light shade (hon-white) White Rigid PVC ftteriouExtruslans for L Notice of AcreTtance-No. 19-0305.02 issued toKuraray.Amtrica, fnc� fortheir > PGT PW7620A Altmiiam Fixed Window (unit 1.0 in proposal) dated 07/13/20� all signed W indows and Doors". expiring on 02-N,21 "TrosHoIX Ultrack-ar, Clear and Color PV B GI3,s;1nt,erbTer.§ expm g on OTIM24- 0 and sealed by Idalmis Ortega. P-E.. 11- Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solution, U-SAr lw- for 2. Notict ofAcceptance -No. 17-080&02 issued toKumay.kmerka, int. for,dxir their se mi `%liteRigid PVC Exterior Exhuskais forWindows, and Doors", expiring am 'SenhTGlast (Clear. and 'Rlke) "ss Interhyers,", expinng on 07/04,0-3- > C. CALCLTIATIONS 02,12SP-3- - 3- Notice -of Acceptance No. M106.10 iss to Vision Extru�uoiis Limited for tbeir-Brown 0 CDL L Ancbor verTication calculations an.d structural analysts- comp4ring with YBC 7 Fene Sk Inc, or 12.. Notice of Acceptance No. 2"1203.03 issued to Energ stration Solutjqn� U Coated q�abted or Lmminated) NWWvRigid, PVC Exterior Extradons for Windows Edition t2O2O), dated W-2/20, prepared ty manufactuier- 6 an sealed by gned d thmr 'Bronze & hot shade cap coated White, Rigid PVC Exterior Extrudons for and Doors�'. oq*ing on 0930P.* -6-0 0 AnthonyLymKiller, P.E. Windows and Doors7, tViring on. 04,11.6125- 4- Notice ofAcceplaace No. issued to VisionExtrusions LinfRed.for their series =3 2- Glazing conqAies, with ASTM E 1300-04,0. -12 and 46. "'NTE 1000 Tan 202 and lighter shades (No"Thite) R*M CeRular PVCExtorior _0 D. QUALM.ASSURANCE F. ST-ITEIMINTS Extruslows for Windows and Doors-- expuing on IMM 1. 0 Nfiamim-Dade Dqmtrvent of Regulatmy and Economic Resources OUER). 1. Statement letter of conformance to TBC 76 Edition (2020). dated 04,21'20�_ issued by mamMacturer,, signed and sealed by Anthony Lynn Nfiner, PE F. STALTEIMENTS E. 31ATERLILL CERMC-ALTIONS 2. StatCMEnt letter Of no financial interest and of indepmdent issued by manufacnm dated L Statement k-fter of amfofmance to YBC 7ffi 14fition (2020), dated 02ftal, issued by I " 1- Notice of Accepanct No. 1"30.-L ,_O" . '* - -ay Amnicajnc. fortheir- . issued to Kut m . 04'JI 8120, signed and Se*dL by, Anthony LYM 1�ffljer, RE. manafheturer- signed and- sealect by -Anthmy LynnMiUffLP Cn "Trosif6M, U-1traclear. Clear, and Color PVB Glass Interlayers-_ expaiing on 3. Private Labeling Ageement doctiment befteen PGT_ dated 0330.45 and signed by all 2- Private Labeling Ageement dated 01,109M between. PGT Industries- Inc. and CGI OVD&I24- involved parties, Windows and Dom Inc., signed by Dean 14 Ruzfr, P_E_ V . 2. Engineering. on behalf of 2- Notice of Aoceptaner No. 17-080&01. issued to Kurarav America, Inc. fortheir "Seafty.G 14 bothemapaiiies., =-- hst'(Gear and White) Glass Inteibyen"', on'07/04)23 - G. OTBERS _q 3- Notice, of Acceptance No- 18-1. 106.110 issued� to' Vision ExMikons Limked for thek jB1,`QWu L ThisNOA revises NO.4L# 17-0420M (PVT 4v,,CQ1) and updates to YBC:2020 (7& Edlition), OTBERS coated (Painted or tandnated).WUe Rigid PVC- Exterior Extrusions expiring I- Uis, NOA revises & renews N--O.A,# 20-0429.05 (PLA -wiCGI)i expijing "114�226, for"WindGws and Doors!',- expiring on 0930,a4. 2. RER Test pmposals, #19-11155 dated 01110020 approved hy IsbaqI. Chanda, PX,,,eV., 2. -Ihecum=ta&wciatedPL4LCGlfae#,21,420�-�,.Ol,o�p�-. 04/14426. 4. Notice of, Acceptance No. 194106.11 issued to Vision Ext=4ons Limited for their 04114i21- series "17E 100 Tan 702, and. fighter shades (Nou-111-Ate) Rigid Cellular PVC Z 4 Uj Exterior Extrusions for N%lmdows and Doors7, expiring on 1112902 1- Jk� 1AA4 L Ckaadi� P.E. Ishaq L c7handa.11. lAaq L CURdaplo-E. Product Control Unit SuperTi&or Product Cantiml Lluk Supe�, r Product ContrAV J&H Superr-kar NOA No�,_214204.03. - Q�a N`o� 21-GI05.0 N - < Expiration Date: Apiil 14,1016 Expiratiou Date: _A�prll 14,2026 EXP11rafiGIRDAte. .4.61 14,20U &0,prov 41 D-a te-.AlarvIL 15, 20,21 Ipproval Dag*- Mhrth 259, 2021 _j -Approval Nte-. Aarch US, !Oil E __9 f -6 E -4 SHEET NO. I March 6, 2023 1.4 J..PA W -00 > MIAMI-DADE COUNTY QMIAMF 0 Q- 0 " PRODUCT CONTROL SECTION Cast-Crete-UC Cast Crete USA, LLC Cast -Crete USA, LLC (D CU -0 CL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 (D BOARD AND COWADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 40 C: CU NOTICE OF ACCEPTANCE (NOA) yMw.miaMidade_11ov1economv =:3 co to (D -0 0 -0 -0 Cast -Crete USA, LLC 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 C= 2) -2 _= W 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 0 0 Seff-her, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; -sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of I co LL = co prepared by Craig Parrino, P.E., dated March 24, 2 0 03 and Drawing Mo. LT4612, titled 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT461Z titled "Cast -Crete 4", 611 & 12 O +— Cn 0 Co 0 > -0 SCOPE: "Cast -Crete 4 ", 6 11 & 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 I through 3 qf 3, last revision dated 06112114, all E "0 (D " 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 #1 dated April 28, 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E.. on 0811PI14, U) 0_ U) M The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P. E revision dated March 11, 2008, all signed and sealed by Craig Parrino, RE, on "o co C 0 U) Section to be used in Miami Dade County and other, areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS • (AHJ). 1. Test report onflexural testing on 4 1% 6 " & 12 " Precast Concrete Lintels Filled and B. TESTS 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-529-94, prepared C. CALCULATIONS Section (In Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculalionsfor 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 sealed by ChristopherA. Ramon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. -- % /T -IL TE-00 lim � TlLtrr TESTING 11T ENGINEERING COMPANY -WAT.Tfilt A. TILLrr. JR.,,P.IR, -- --- �, Wwot*ad.cam , YLPH,tp�.�s-ow P- C'. U�,iA�Kk,ai)()67�& I PRODUCT EVALUATION- REED-RT REPORT Nopi, 204720.01 � PATE: July 28,2020 PRODUCT CATEGORY: Shutb" I PRODUCT SUB,CA'rP-WRY- ftmo Panels , PRODUCT NAME: 20 GAGE GALVANIZED STEEL sTORM PANEL, I I MANUFACTURER: I I ptqm-ft 111 Q 4600-S.W, $1 Street OaAe, Plorida=14 1- PURPQSE OF EVALUATtO , N; _ ThIA is,2 Product Evaluation Report Iswed by Walter A.T1111t, Jr.,P.E. ($ysterti ID # 190C) to the Idto"l ProtactloO Products, LLC, Rule Chapter No. 61 020-3, Mothod I Dof the Floride'Depa irtmotrit of Su,slne$s and Professional Regulation. This product is being lssUedan Evaluation Report -as described heroin, sod has been verified for compliance in accordance with the �020 Seventh Edition of the Florida Building Code, and to verify that the product is, for the purpose Intended at io� equivalent to that required by the Code. , This Product Evaluation Report shall be subject to review and revision in case of a Building Code clTange that may, affettits limitations and conditions ' I-EADENCE SUBMITTED: 2.11-PROPUPT9VAUJAVION ' _PQ0 ." ,_UMFNT(9& Drawing No. 20-176, titled,11.20 GAGE GALVANIZED STEEL STORM PANEL", sheets lthru,28 of 26 prepared by Tilleco, In&,; signed and sealed by Walter A. Tillit, Jr., P,E ' ; data4i 07128/2-020. This drawing is sh integral part oA,;P,Is Evaluation Report, , 4,ttilll -0ro"O. �.Al, iti,fil, tiia* -.All'- I ,, I.O.", � ..... �, ,�;% Q�'-,; "', V � 14 - , * ,�GEN - " 1-�-�- I , - I c - oe ,%", ---- IP - . � . �- , I -1-,- - . -- , - "� � - 1`40� 44167 '� I ��- ', , ,-'*� . 17 , , �12 .� , , I , ,n � '. ,--2t - :.*Z _4 1 -- I ,�,,;&. -,-c uIv - , ,�' � �', ,, A I �1- ,5�,, I. �OP.110,,--*' �o . -, . ;61�55N.W.36tb$fm,at,$Ijito,,305,MiatALnpkidiLl,.Il, (305),$71-1530 -- ,/ , I I , , , 66 � Phittat: � 1) 1,11 III' I I PRODUC='AL 2 ' 2,2� I ."ST REP R - � .70,; Large missile impact And fatigue load tests were performed under Protocols TAS 201,203.tks,p#rsedonl626oftkL-.,Floei,daBuildiniCcide. Unftrrn static logds as per,TAS 202 Protocol. Test reports prepared by Hurricane Engineering 9, Testing, W., Reports # 96-609 dated 0810911096, #06-670 dated 09118flsft #96-T30 dated 09120/1996 all thr,esoigned and Sealed by Hector M, Medina, P.E., Fenestration 'resting Laboratory, Inc. reportaft 20,32 dated 041611998 and # 2126, dated 10/06/1 098 witnessed by Gilbert Diamond, P,E. and Report No� 0219,01 -09, dated Match 4,2009, signed And sealed by Edmundo Lairgaespada, RE -and Henry Hattem, P.E. Tensile test report llllo� 9CM-197 by QC Metallurgical, Inc., dated March 13,2009, signed.and seated by Prank Girata,' P�E, 2-.3-.8TRUCTURAl, RN-GINEERING CALCULMOft On 2,0 Gage Galvanized Steel Storrin ii'ahni for maximurn panel length vs. design Wind load, as well as maximum anchor spacing vs. desiqrTwind load and panel length based on rafional aryd comparative analysis,and In accordance with section To , I 0 of the Florida Building Code. Calculationir Prepared by Tiltaco, Inc., dated 11103108 and 03/12/15, sighed and. sealed by Walter A. Tillit, Jr., RE. 3. M , IMMT RESISTANCE', Large - Issile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol, 4-.WND LOADS-ReSISTANNOL 20 Gage Galvanized Steet Stci,rm Panel has been verified to sustain Wind pressures. Maximum Panel leogthshall beas indicated.1ohaheetS6,10,14, 15, 116� 19. 25 and 26 of 26 of Product Evaluation, Document (P,E.D.), drawing No. 20-176. Maximum Anchor SpAping shall be as indicated on sheets 8, 9, I 0, I 1 � 14,15,17� 1$.10.20 25 and 26 Of 2-6, of Product Evalualion, Oor.Lirnant:�P,E.D.), Oftwin$1 No. 20-178, OJRSTAL-LATION- Jnstallotion shall he performaid,sinctly in accordance with details indicated on shears 3 thru 7, 10 thrm 20,23,24 and 26of 26, of Product Evaluation Document. (P.E0.),drawinglIM0.10-176. Minimum separation to, glass shall be as indicated on sheets S. 14, 16,26 and 26 of 26, of Peoduct Evaluation Document (P. ED J, drawing No, 20-170. %,TU,,t0AiII1IIIIIIUD,,, ?,A %4 �No 19, � ,/, , -� - � � I 1, 7� 1!101 Wl 'k, ..", -� X/ y -e �' ,,I� ,, - - EN �9, '-- �1` 11-- - Z ,- ,Q , , e '. - S ,� - -, Z , _-_- " , F - " it -1 � �- I -6�. -- -=7- Al 67 11 I I , 7T-F! --- 7A9!%-W,--'1 * .,�,,* = Z 0, - Z sr--- --o_ , ,- STATE OF 2"�T f� V �'. ptoAllb 1�-* Ilk 'I* ........ 4 I ON" ma"Olil - -------- ----.. - - - , ,- , - --- "---- -- I . 8 ��) A CASE TW WOW $10NE, 0% -RECW t(ANDRErr PANTEO� $AJOW OR WOW 8CMITIDS or MUND ON Il,E on I VIR-ab" EXISTING VALt� ANCHORS fAiAtL BE LOR40 rNOOTH To WADN 71* NAPA ST,AITATTAIRS UEH,*U ADCU oANCLS, I I 51== A$ P4R=MUA7 MEE&C lor JAMN VERM. Fort COMPUMVIE 4N AW;NoRW SHALL K A'S urmoomw IN 9") " AN 8,2)� =14,= V 0, , 0 ot t or mi% Wi V-=M-W=-0dK-=K-MW-X--.=JNL1� DEVON "NIA LOAD`, SKAA1 SE TICIERVINED AS Mg SECTIM AM Of THE AWYC MWONAM COUE - �*`* T*IQ00 ANCHORS, A'. MOZAIN =f -1*1 OUILO01 INC I AN 40 " I FOR A woe SPM Ag; RMUIRM W t� BE WAU.0 AND - 14-10 PARELMAOC FE"t PLUS ANCHOAG� AS MMVF�=I�rEIA TRY SICIT CONSTRUCTION PAUWT%. "M "I'm 1311"o MW 1/*10,0�lOt= N POIR A DIRECOD11TAUTY FACTOR Ko-TOU"Al W AMMIWM (A,S,D,) - US. 7.", le W007R DIESDAN PRESSURE RAMOS INDICATED ON SHEETS � THRU i2, ll� Ali, to, 12 a 2a, - OUSHING. AS 03TRiSCTED NY 141 POINT SCREW, POLT A, sprmory M, I AN Doom to VERVY TNE AWyC WARTUrTAN. ULTWTE ousica W" Loios EirtrisTANEV PER RACE 7-16 C I) MINIMUM MVAQED PO4EIRAII00 NITT 'WOW OF WCON ANCHORS SH044 OF 1 1/2- OAT 2- tM RICO PWd*TF PLAT'S SHAU M FIRST RMM TO A,&O� OEM "No LOAM Of WLVKYM NIN RY 0,6 AN ORDER To AND POTION" MEMALIF AD CONANT THM W1 MAMA, II&SO) OMON PROWK RkT*C*- MOCATED ON O4CC1fA 7 INTRAIT 17, III, 15, 16. 19 & 10� AN CROM 10 VERIFY THAT ANCHORS, CK r,#S REV AS TESTME WERE 4V 0&4 5WESSM. A -*AX 041RET'st W ,kilOWAME C-2) MINIMUM THAEAM POOMOON Or, M $CUFAA, INTO THE *000 FRAME ORD SHAti a ' , 1/2-� *0 11HREAVETA PIOMroullos ]too STUCCO AT*-, DO ro"pEoca As PAW OF TwE REQUIRED INAPAIAM PEMENIATM, I STRIM FOR WWO 0AI)S WIS AM 4SW IN ' 3HEIR AWLYSS, rASWERS SPAC049 To WOOD Wa RMN 4E"WMD m, ACCOROANCL WAR N,D,1- 2016, CO) JJIMW94 FINAE MSTANCt OF LAP SOREWS. INTO WOOD SHN,L Air AS MOCAM AN mIFF DAVIAVIC MR411 "Ir OiSCTAKT PAS otw ymmit; IN AcCATOW4CE W" $Et� IM OF XN ="MCrASV.= LNGANEMNO e lt"No INCL "M "6 NALI , , . -SA, %1-57c& co-T30 AND CAO VNIMOM METRATION Of WOO RUSHIATO SH�L RE A/$* 114* 0-210 $CRM USED 5 W 1 1/2' tO4O MOHIMNAM FEIRENDTAWN TES110oA AM, IND, REPORTS #2049 & #12M , AS FRORTUOtS TAS-20*, YAS-202 AND TAS-203 SHOUW SIOCCO ODAT, AND I* W%UAMW FoR WA115 WRI No SnAW. AS� INEL, AS AMU" 1MY LAO Of SOWR +LQRAQ0, foloRT, #02mal -to, ,e FEW TAS 20" TAS ,07,mo, C,53 01 CASE TIOTPRECAST STICK. OR PRICART r WW IS)ARDA; BE FOUND ON THE "Ispht; W 20 STANDARDS. R WALL� ANCHOR% SKAU SE LOW MUCH W lRETIOAD Suoi PANELS 2- AU, �KUTAJNOM EXTRUSIONS TO PIE 15063-ft ALL& AND TEDOER, (UNLESS OTHERWISE NOTM), SEE SHEET 2 PVOoDe**E styl� RE AS AMETTDowev IN C-1), c-Z) * CA) ' ,i oLL AUAMANUM SHEiT UEFAL UAW AT Ctb$QM SiOit HAVE 110151-MI4 AU.OY- CT; AN%*M SHM-1 OF INSTAU,rD fMLMNq &� OF THE RECOAAAFNMOUS AcNA $PWWWDAAK of THE AMMOH's; MATION&MAUDA- A KA, SYML SAUAiT NETAL Rmas "a HOK sTcAAAMM Own STEEL ,WAM A-65,* cRARD: A,, WMAIUM, C-60 004VAN12EO WIED, DWITNO'TRIN W,JAFY. EA,,% A,H (WATIR Roua). ,� i�ANC,$ MAY 4SO St INSiALA.Co HclypllinuAxt FiTaOlvmes OWANArOH, OETli�s smAIMA; ON sECTiotq $ iNoCcCii to (SHEM 4 1AHAOUOH 6) EXCEPT IW KAOM 0 4 0 SAW,L NOT ART I)SED, 5- ALL $00VUS TO Ot STARTI.ESS STEEL MIA OR 4,rg NO SRNL�; oft ACRAlOSION RIESMAW COATTED c*RSPT STEEL As M CAN 50014 W/ AD �ol YIELD SURINGTH AND liq W TMILE STRiEND,H, III SNALL COMPLY W/ FLORIDA iD"NO CODE 9� 0 SHALL at'llir RESPOW0411Y Of THE CONOtACIOR 10 -f WIFEEK OQ1M Is K VZ0=CTrC7HEHC4WMnM0WtO,'( OR WOOD 440ME-To SECTION 241T-IA,4� ATTACHED TO INSURE PROPER MCISTRAIDE, THIS SOYTTER SM OTIMYE i,%AATTNCS, B W-TS TO RE ASTM A-,30� DALVANM STW- OR 4% 4ft* SMS StAft= SIM WIN 46 AA, MINAIA YIELD STRENRTFL to. CACI4 ITECIJI.otR STORM PANEL WIN LENDIA4 OWF S'-8 THAVOI36 12�-A% AS FOR SECTIONS 6, S. $1 & TO AMC ALIEMIAVES EN, M SW & IOW ON SHE - Z� A * 12, FFESPECTNO.,* ANVIL KA%t A I-OWSUE AND ROOLY ToOTIF MWALW IIMPTtCT*Q OWNER OR I ANCHORS TO WALL --*J, BE AS 91011bkkw� TENANT IM S011M PAIVELS WITH APPUCARLIC REINATMDWAT OURM PERIODS Of HURRICAK WANNINAT, (A) V-VAVS-M%AS%-9WAM It TOO WALTATTO9 CONTRA," PA TO tSU.,ACAU4X Aa WOUTTIER COMPONENT FOOM WIWA REMAIN IN CON!"Os CONTACt WHII - 114*80 TAPCON MOHOOS AS MANUFACNAO; 0Y t.T'-*, 8NFLM, NO, (Viti #`-Zi 02 Q4 �) INS SUMANTA 10 PREVENT WINO/RATAN INVTN�1014, - 1/4* 0 . 7/8' 4$Y-04 AWHORS, AS MAKWACITUM W DEWAV No DoN, l'.-300D ox,) - /4"O 1 4/4' SOVO-SAr ANCHORS� 0 ITEDITOWAM BY &L PONT 5M)TA, 800 & SPECIALTY OP 12, STORM PWaT= MM= PROM ANDRATED 44 IHM PRAIWO9 PLUA ANTY ANUCAND AND �'OKV,r R]DACLATIONS 2MMOSMI (M.� f,.-300A, P.A) POWAVED ITT IT ,C APPOW TO- - 014-10 PMELAAft FEMALE 0 & PANELMATE PLUS ANCHOPS, AS ""ACIUARM 9Y ELW CQ�SIRNcm* ftmclt, (ON, �'i,�3= P�.A) 13. (0) THMAPrOU&T t :IETIT Zoj PREPARED 91 ftIS OWNE A 9S MERD AND DOES N(Tr ARML Cr 041,000MODN OA=,07 n I FC70 - T/41* or TIAP-ORIP M%yoks. AS MAINUFACtURETA W Tft-fAsr CORPORAWN ((,.,%w D--) PAW W& mIC SAFE CONDR)"S DEVIATE PRI)o PAZ ?,ED A.11) MWO41 DOWDIMENT OF tAFCM A%D40n WID PMAM MNCRETE SAW.L EAL I ,1!14", 2' FOR PRaAW FOAME TO CONINA'CIOR TO K 4SWONEIThE PATO THE VIXCROK, POWTHASE AND W&LAN" MUOQAT i,WE` STFE7T OF T,TITS PRODUCT SAM ON THIS PEIA, PKMKO H"E DOM N01''OVANTE FROM Tle 0NDMONS DECtIaD 04 T4G OOCAAIEPT� f ID ANIA F-WAMMTF PLUS AND 1 9/1t- FOR a TAP -MP AKHM5, COMMACTION SAFETY At SITA To THAT cow,-A",5 Resr'ONTE56my, A,2) CAIL)t-IR 4- SAAMKT-SFT ANCHORF� SW" HE AMOLDIRE) 7/8- WO THE POURED CONCRETE No EMUEUTIENT th,to, tt) 'MAE TFRODUtT EVALUATION 000(� WPLL 9E OUNSIOETIOD MAW IF MOOFAIM STUCCO AHAU RE PERNATTEI, 1/4' 0-2Q SCREWS USED $K� WE 1 T/2' WHAT MIN" AMULO 3TVM13 pUr,. NO I' ONDAW FOR W^S.S WIO' 'NO M,CCO, *0 W,y RE HEADED ACMS OR ALL THREADED SCREWt W/O MIDO, to) Mor SPECIFIC PROJECTS TQMU &E PRERAREIT BY A FLORIDA IlETAISTERIED ENGINEER DP ARACTATTM WNTC4 WILA. RFCD�M THE MIT WITH WITIC WIT5 JEWNECA Of' RECORD (EAXfL) FDR INE PRDJCCT AND WHO -WU at 40PONIMME FOR M PRO "- USE OT' THE P,CA 00WEER OF RECORD, ACTINC AS A ME"TED MKOR TO Nd� A,I) N CASE THAT P91U1MU STONE, PRECAST CONCRETE FANELS� PAVM STUCCO OR "Do 00AROS K TOUNO ON 7K P40 ENOTIFFER, SOOLL SOW11 TOTHIS LATTEP THE SATE SPECIFIC oakWiNATS FOO W.vm WALL OR 't-OK AITT"OSS %,AL. Sc LONG MUTD, To FocH "HE TANN STRUCTOK BEHIho $'I" =W ANDORRA" SHINA. BE As MENTIONED 14 A,I) Mo N A2), (�J THIS P,SZ, SH14A, V.413 THE UAW AND ORKINN. SEAL AND 54"AIVRE, OF THE P"OSIONAL 9NOINMOF KOORD TlAT "SPARED ff� (a) : ]A-pzmvA-M%UmzaoL-VAN1-42W.A--VI 1/4' * TAKATIN *CHORSAS TIANUFACTUREA) Err A, T W, TIULDEX, ANO A4. ViLATTV VANUFACTURCIFS tMEl, SHAU, BE LOCATED ON A READILY MSEtE Lio�ATION AD STORM PONE', SHVIM, N ACCORTIONCE *lot SECTION 170#.9,3 OF FICAR)A KkOANG COX, ONE I.A00. - 1/4" * ?/*' CATS -IN ANCHOR, S, Of P-16410 . AS VANWALTURED OEWW INC, (PAN, 1,,., � SHKL eE PLAM FOR EVERY OIM�K 1ANCLJ4G 1,* COVPLT WUH 1AMTTN 1,70AN,J OF THE' - i/4"t K 1/4' ITOOO-UT ANCHORS, AS DMUTIONTO OY AU POINT STREW, S%f & SPECAA�. CO� FLORIDA aftom com, , I I", r-Isw P'. 4,) 1 - #I+ -IQ PANELMtk FOXX 111 AM PARELUATE P�US ANCHORS. AS AAAMORACTUITED RY ELtO CONVItTICIION THISCRAW40 -SN4UC-CiiVy- VC-490 To' - r MAIN KPIATS 04 THE STATE OF "Oh PRODUL15 (", 1',,.2071 ps,;) ,MMORtNiDA, 4*, 1 14'4AIP NO M, ___j - I/4- 11 Cr AKAIOAS� AS VANUFACYORED ST PIU-FAST CORPORATION 011 . - YITI - 1. k \N; '.. - - 0 ,,� - t .� '. SAI MINPAW ]EMINIONOTT Or TAPOGN ANDRORS, ELOOfAIAMIAOICS AND Or TAP-AINF, Aw>m INTO Off Cw*%R--`�c - FLORIDA BUILDING CODE uRgh Velocity flu, ,iAnti zomo) KDOA �Ar SH0ia OE I 1/.�., �0 � " -1�1 QMD PAT= *01 f� o I Ik 116 , 20 649 "LVANIZED STEEL STORM PAREL t :-: OPA" im, UZI CALK-04 & SOLAD-SV ANCHORS SA4k-A- BE atOEDOCO I/e INTO IKE CONCRETE %=it . INTO IOUTCO�SOWL aE MOTTO, 1/4' TI-20 W"S USED VAu, BE I Ilr Loot A=iA."x2r.. 11 t � , / -"- -------,� -- � . * - - 1, OLD"' PROTECTION' PRODUCM' Lit' 0`e� EAST, AND I M94MM FOR, WAUA WITH NO STUCCO, ATM ' 11011EC V$% STA . - . - -1 I Omc, \ Op ,11 - � �, - IWVIL 'k i,>N'.. ii, ,�-- 11 _ ICT I 0 D ,141AI, =M 4* 9"==XC1I10.FV.r "Owl Aft -Aft -no, ILAX- 064"140", 20- t 76 I- 50 . 1 1 � , 1-41, 1 , - -, - - 0* VI - - ow ,'I PM ak-OWIDO" , �--� --!=-- E"PCKERR' . I - � I - FT I i. - I . - --l- Na - --*MM I X, r-- it It A I - I - A ---------I- . I ------- - -- FI- - 10MLLADON DIETAI REQUILAR. PA r INTO tXISTINa-FQ9= CONCRETE 09-QQHOM BLO K STRUCTUM OCICKIC #00" (M ScieviTur as OONCIWX ANCHOR$ an 0 T-tom $I , , I 11 ODNC$= NODIM = -== ,)T��------Co--- =c I -, ". Z' �L)j ,,� 1-04 gmpw,,Eb� \" �� -1--04 "ITTAING, POURED RAW$ a TioutiAcH 0) - -1 -.41 � ; ccffCRE!A,F#"-11---- I"r -r* Mg. -I M Rir � 0--�-,�-C* � fc: . e 0 ii 11 _J 114, .- � it,: -t- -.- I/e I I i I -1-z- i I -r-!!�----t It INAM, � -, -----T I I - � I I � a -1 I I -a Owild POWR At f I - I _! " J, I I,E` �; � nwift-T) I 'emol 1 5 ; I 1) - 0 -11 I co"Ity, I A AT* 1 1 J, ,,- -, i I a I No %olimu I 6 I 141m, "I owsma "' ; [MI-4-0 12 I/r 04 I 4 -WWN - 1 I I �i `40. =11 �MAV - � I = STMIA" I � I PW � WMAAAA I I � I - " ft� I I J -,. =AV - ----.A,A A A (I) I - 9 I %� .-%MRoI,it- - --1l *"= R --J "'W" f 9 I,- 1TXM-- I 01 I To 11 A1111. I �1 11 I - 11 - - ---- - = t I .11 1-1 -- - - A A ! - ,, -F - - it X. � - ,-,- 11 A A I 2112W-14 =----I,-, A I I I -I - - I I- -.. -- ---- --..- I �-,:-1-1--, I- 11-1 - -- I :,#�a --:-- ---� - - - - I I � 1 1 I"', "--- � I I I I I- T 1 4 I A -0 I ! I 1 ar", 4 1 11 .1 ��,-�,; I I 4- I I i A - wo�'xt,- �z - I I I I ��. I T A I 11 I I f ,�,-, r ,-r : I I I 'l, ,,],,I., " � � , , 0 � - -&'%:* I A I � I I � i K*- 1 12 W or, ; - I I I 001, MW a � = P%:%J, .y I I - " I I C ;- ,MST" Poyep FIT iRlx. A "I' "I" 1 � "Imm noro, I � CUE RICCI, I M A ---- J --- Ali I .� �= OR - H, � _ ;4 ffw,. I , = - -1 - , , =�& at- 0 -- -- CONCREIre aL= --- ----4 RE004M REQUIRM, � L �-�-: I I -1 11 �, - I � � I I ". '4cT;: � �',- '� � 11 11" - i'll 1--t Irl, ;,'- �i I 1. I -1 11 , , 111-1.� " -�r"'-AAAA,L A I 11, I " -- � 1, - - " I I 1 WSPHO, - 1�, " , � , 11--, I -.E , ., 11 L�11111 �-, 1% . - �, um I REOURED, , So I�- ;9 I 11 I " I - I ", - ,�w UKRM ANGWITS -F, D� , - - " 0% MMITIMM) "'TIVArr, � -44 g � a wpatow W/ iowr-` �-* CONCRETE ANCHORS I � . compommANCRA �� " ,* % (Dew .... ,-, OR (= sa"AAM 8.;r, 151.11TM.� ON � "m. . ISM Z mism a 4 ,M�l . IT, - 111,�.E ::Oh" 1111 *0175 0 PRADLON 0) lvmm a INTITALIDA, '10 '00:� A h , V. - . AU - - - WALL M.MllIM � � UNIIINd I-Ii.T ,---,-. RMU GUMP OUI maugm W�v I I SECALE Ro. zi/8.1. iw�" � I---?"I--- -- - -1--- I i a r.O. - EDGE DISTAMM I %%ff I I (SEE SCHEDULE ON -0 I --�. - IWATIo" - I I SH-.m a a 9) I , I - I is I i I "T" � 4 I NPn-MiL=W*4=tLOE-9=n=-1 1 I TrATO 0 *--i "" i 12 11�r ot, ;1 TOP & 007TTOM MOU~5 CAN OF I I - a 0IM10101DOoITIF COMOiNED IN ANY WAY TO SUIT AW I . I I �44% I gf,pt" �: , X , 0,15CMIATION, I - - , - - -�- - , -A�,-- -- If -- I, �.kk; N& %!V'S �\'-'�,��W-sj � I - IF ..� E, 1 I -. ,;� FLORIDA I 14 � OUILDING CODE (fth Velocity NO n"v I II - 4=r`I 4--` , --- I I - - I 1, I * I I -lof 1. 1 20 94C GALVAN1711) STEEL STORM PANEL ORW W, ACATUTRED. -�--- --F C - -- : -dozo TOM, W, 11`1 �, 1� a . * � � � 1* - I !�� -P -. "IFAC .1 "I --------,-,--- - a 0) , r r----,----------\ 4AVUAM ' - -1-1. V�-,., ontn , / hLIS C-'-O'--I-N--,-' \ "LOBAL m'=O" P""� =� -- CUM .- , - -, - 11 - ,,, MAW sle SH SUMMIT IR"--.. N 0 �, , -:t- "I VAME, I'L =14 . &MR4 9%W%i9= Flom 00040-n** No" (060000-Imin 20-176 AAIAI 1,,A,,� , - - . 1. . I I M. -- T`N"`w`-'��""`AoFf 71' * --::-,�- ..M, 7 I i"'"',''-,-------------,--�-----,---- � 1��,M,1:1!11 IF A� 1 11mgm P "AlLylkim"VirQUI -NO-Ith-Anut 3 O.MAJERIALCHAP,ACTtRISTIC�-A,ND,$Ptr RGAT-10"; - ,IF Shall be strictly InaccoidAnce With General Notes and ComponentS Indicated -on , sheet 1, 2 and-22 of 26, of Product Evaluation D-acunient (P.E.O.), drawing , No-20476.Anohor specifications shall be as I indicated on sheets 1, 7 arid , 21 ot - 1 26, of Product Evaluation bocurytent (P,E,D.), drawing No� 20-170, 1 1 1 7. LIMITATIONS AN"ONDITIONS OFMS_E I 1 7.1. Shalt be stri,otly, in compliance With, General Notes Na� 1, 4 thrU 14, indidated an sheet I of'26, as well as General Notes # I thru 4 and I 1 tbrlu 16, indicated on sheet 21 of 2rzof ProductEveduotian DoWthent (P,E.D),Idrawin,g Not, 20A 74 ,prepared by 111leco, Inc. and signed and sealedby-Walter A. Tillit, Jr., RE, ' 7.2� Product May be intt4lled within HIGH VELOCITY HURRICANE ZONF-Saa- defined on section 1620i.2 ofthe rlorid# Building Coda� 7.3. Product shall only be installed into poured vOncrate,concrate block, atfd I I Wood fran* structures - Product Evaluation Report proporad by Walter A., Tillit, Jr., P.E. (Floldda License Nq� 441V)i President of Tilteco, trim (Florida CI-A�OOOQ71g), - - I �, A.,77 L&A� -,�-Ws -., biAltur ,!7,-F-E �,e 1 t�%- �,40AAV� i-'*� I � I I"- ....... 4, � I . I � , I I Ir , , I I t"Ifil IDDA0 WAT�LL W% `VLTEtO ADMON PtECORCUA A P. 9. REPORT.44 kl3LOBALITIROTECTION ITRODUOTS� JLLC T, 20 TBAGS -GALVANIEC STEEL $TQRM PANEL4 DR(AA* *n647Ji � REPOPT#ZV28,01 I F I L "�, '11", � ,,, f��Sf�p� ��p ,--- ,,--�`- -t-�, � W/ WMAW ,'�X� ""`�,110 "I" - � , -,:"��, , -5-,--,i - - iAme. --. - , lc�� , - - � I ,W 111�;�� ��ol A- ,,--t--�� "I ,�`6,m"<��--- 7 �,��' d" I - "Ne",�-- /) I � - RnOUNDED CORNER PAK4*S . . . . . . 11 0 Ina!UX AWORWLAH" /Tf I L I ECO wX I - TILLfr-TESMNG & ENGINEERING COMPANY ;�,-fjaji�-ii'-�i , -,---, -- tiffolk PRODUCT EYALUA�TJQN REtORI -17 J,I-Ir"I'L., REPORTNO.,; 20-0727.02 DATE., July 27,2020 1 PRODUCT CATEGORY: Shutters PRODUCT SUO-dATEIGORY.- StormPansts PRODUCT NAME: 24 GAOE,GALVANIZED STIEEL STORM, PANEL I MANUFACTURER: Global PMWtlOnRtQ-dU0k. LW, � 4aOO S.W. 51 Street Davis, Florida 33314 1 1. R JRPOSE OF EVALLUAIJON:. I This is a Product Evaluation Repoli �]SsUod by Walter A. T1I11t,,,Jr,, P.E. (System I I III) # 190,65) to the Global Protection Pro,duicts, LLC, Rule Chapter No, 61820-3, Method ID of the Florida Do . partirdent of BListness'and Professional Regulation I This product Is,baling Issued an Evaluation Report as despribed heroin, and has been verified for compliance in apopirdance with the 2020 tewnlh Edition of the , Flodda Building Code, and to verify that the productils for the purpose Intended at least equivalent to that required byther Code. I I - - ThIsProducl Evaluation Report shall be subject to reviewand revision In case of a Building C ,ode change that may gifiact its limitations and conditions , � I I �&-EYWEKC 9 , 9 SU- MITT . M ZZ111-P-RQ)D_(JCLMtAL-UA110_N D-OCUME T S.Dj.. � KAP� Drawing NO. 20-17.5, titled '24 OAGE GALVANIZED STEEL STORM PANIEL', , - shisets , I t - hru 18 of i B props red 'by Tiltee , o, Inc,', signed and sealed by Walter, A. , , I �� ,� '7, . . ,!',�. 1��,'-. -Q,Rlu�l ,,,g� I , <� -, I" ' , A;ON $ E3,5!N.W.,16thStreot,Soit,--30.5.,Uiam4Ftbrida33166,-,Tl,houe�, (305) 8714*16449,�K "INIRIIi.111 I ����gjnnql i X IV . ki, , kz,,14 _ - _ - I �-`Iilwlffall 17M - -] 'i�t '1� -IATAT, - I/4-4-2D, Tf41-*-2=k It , - - , llj� 25 . ; �0, TOM AAA SEM � � ,7 - W-T- i� - ,AOA AM WVATAT S& SAAAAT raw= " i � J TO VrAlas To 11-1- - -1 f - , M011 * , � , , , , . I , � ; c � 12 I TAT, 'Ir a I I � 1 71, 10 � I 01i i tzl. 2. --] 4 -,-- 1-10 - I-5010* I "_1 � � � sa 9JS* .930, I I � � it OM41 J � -A--d ; -1-- 11 I -7i Lizi, 1-1-i a 437 I L I .1,:*� � , I E: , ,� - I � , 1k I -- - " i � I I I f +k` ,--,�-,,----V,kf-�--.��,��,-�--i � � I , ��Tim,( --i�sw-, i---I-AW- I R � I . . " @Mil�ll���! 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I Z�, i I IrAVLCL� I " � EXISTING PMXVM � ! 1� � t1it IAIMI 41FOAAMM - _ - I � -V&e . -11 R � I .I- , i twicilm OR � I --,-.----f - 1 CONCRETE � - � � " SCAL5 VAR-' f I � - - * ", I I I � REQUIRED 1- /21 010,51EAS'r- - 'L � - �`M`R~ ,W W� ", - ", ,MK-* OR MM4141 " ??, -"'-.---I.-,- I 3 1i 1�� 'I ,,, A-4. �� Mxf=-k- 14-MOL-94- ^W -'I I =10,01uwn 5"i - - ----- ; -- -"*��, I,& 11 ME , IR-31- :- .IV, CoNcTiOr 004M Lmzl,;�,,. -\ -��'4�-'11� (�) . J Wcw-o DON solo" CK - - - - - -- ,------- -------- I'll -- -- --,-- --- � , I , , 0 al ...- �- 1. Ik M.T= 11 � 4 14-t- I 1W - T I !!!!!!! It ! !t!! � J. 3! !T1,11, , i AT -40. IDITRA`�- \-- N"�!� -r , T ,�; Al"!40 ATI-� -3/t* I' WW I === . ! I � I i;;i t;-�;Z%;,;�E. .--=16� A flow I* WOE . $01fts . T/,a:� DE 1.1 of 0 MU. , -01 I E 04 1 1. -- I - �/ THICK &AAAM, TOW OR I* . � I .- -1 - 0) I �, 11� RPOK) 1 . %%PW; STUE401 PX WOOD PIATE SPAM � - . I - � � WAX 3/16.1- 1 1- 1-WDW FAND � I 11 � " I � , - r1l) - , - I. ,�, � * NEW 1' WDE . WRIES I 11V -1 � � �.� AWN, TOM ON 1'. VATRAVE , b9nim"'0101JINRIII =Ns� � I I P,F WOOO PLATZ , �'L ,' �`kmw McCK SPACEN - i I TOP & BOTTOM MOUNTINEAS CAN OE , I tioxitm mom 1'1� � I COMBINED IN My WAY TO SITIT ANY , -,�- .t� x1p, 1 7 �, INSTALLATION. MLILI/01-�, I -- I I DEC CA= = I - .) "PI.. _- I'll -= -1 1�1 . JA - i-- � I C-� r UL A, T14 + eI , -, I ,�� 40 FLORIDA BUILDINO �CODE agh VoWay OHM owe'une)i "ARRU, A`10005---�--- I'll - I I Z = 11 �11 ., ---"` --------- - AM Itumm; 7- ---- 1-� (W NPli0out I mPI, V. I.E. ;e` im-1. Y2 4NATITTaxits) ', 2 � it Pik Oil" fxcw� 20 64E 4ALVANIZED STEEL STORM PANEL ,,I,, or - * -" - -- ,f ------ 1 - - I,---,- - x� I 1 *,,�-., S 6r--::-,]�*� --S��` --_--I _--------,\ 01 I � - , - / 11 L I E C 0 i IN GLOBAL PROTECTION PRODUCTS, LLC, ""o"' . �u- - - - I P.M, I � 'O 1� ,- .. \ "M 11 -- , � I - 410, 0 ol= 4IW a Ai M00 VAIC OTIMAINT-41TV 20-176 - -- - �.. I /K.- Qo*JW-"M Ai ---r oA%%*4 A'. --�-----Iru� W. -`N AL ��WAI..IIJRCD)K. *N,CA:1;*10W0I1111. M I" . - - ! , A � IiMEJ� 1 I - am IT a, At -------,-" JFAIIM�"A= -T� -4 I MORK-Jr KYALJ�A1U0N1REkI)kTnQ-1"=K� 2, 1 ZL TEST-REP,Qi - - I Large missiltimpact load tests Were performed under SSTD JZ-99.standard as pet section 16001 �2 of the Florida Building Code. Uniform static loads is par Section 1709.8.3, per ASTM E-330. Test � I , , reports prepared by Anterican Testing , Lab of South Florida, Report # 0814. GI -01 datod,01 1 1.0?-- witnessed by William R. Mannar, P�E- Bortz Motroz, P,E, and HienryHattem,,P.E, sod Report No. , , 02ig-01-6�,dttedFebrU&r�26,�d(Yg,,sI neIdaridss a undo I 9 -41 d by Edm Largatosipada, R.E. and HenryHattoin, P,E. Large missile impact and cyclic r I I . loadings per Protocols TAS; 201,& 2,03,as per sedtlon'lal)9.11.2.-of the Florida , , Building Code, Test Report prepared by American Testing Lab of South Florida, Report NO. 112101�10, 6atedflOvernber-23, 2010, signed, and seated by Julio E. Gonzalez, P.F- I I Tensile test report No. 9CM-198 by OC'Matollurgical, l.no.� dated Match 13,,2009, , signed'andssisted 69 Frank Orate, P,E. as per ASTM S-Band Tensile Test as oar OC� Metallurgical Report No, iOKM�l M8, dated Dboomberi, 2011b�sgned sod sealed by Jerry Japlofan% P.E�as perASTM E-8. I ZIATRUCIVRAL-EN,61NEEPANG CALQWAP9-NS: On 24 Gage Gal�ahizod S�teaf Skorm Partial for maximum panel length vs, design, winctload, aS'W6II 08 MOkinnuth anchor spacing vs, design wind loadand, Panel leng1h based, on rational, and comparative,.anallysis, and In'scoordance With section IS04 of'the Florida Building Code. Calculations prepared by Tillaw, lnc�, dated,42118110 and 08/ 1 2t/13 (for this revision,), signed arid sealed by Walter I I A. Tillit, Jr�, Re� 3,-MSSILEIIARACT RESIST , tTAN _ , Large rnissileimpaot undersGilti0h 1,1309.1.2 of the Florida Building Coft as per SSTD, 12-99 Standard and TAS� 201. 1 � 1 4, WIND LOAD ESISTANCE: 1 24 Gage Galvanized Steel Storm Panel hasr been Verified to sustain wind pressures, Maximum panel length shRrIlbaas indicated on shootsS, 9, 10, 11, 12and 17, of 1$ of Produa E'veluation Document (REM.), drawing No. 2DA75, Maximum Ancho I r Spacing shalt be as indicated on sheets 5, 9, 10, I 1, lathru 16 and 18 of, 10, of Product Evaluation D000ment �P,E.D�). drawing No. 20-175. - I , 24Gago Galvanized Steel Storm Panel has been verlitati for code compliance to work as ahon�poircua.atornn Shutter assembly, as per $= 12-99 Standard. I I � I I A114101111ft,li, �,ng' iol, vo,2s� �, �1-i - I - "e, 1. 1, �0, -,, 11;,4"-`-o� .,. *, %I �-, -�- � I I I 0,1!Nse, - - S. -- --,- E. . I ,:� - I. %, --L- "' !��-, , �r -7;---I�:4*1 67 -� a 1 7/z, : 7" izl *. I 11K, 1: W e , I'll / -c) " S ir, - I 11 I 11 , e- I , - I 1, , 1- . - . , 111IX I f0ill iiiiii . . 9HLW=2YAlAlAT1Q2L1RZkftTN0. 20-0127,02 3 �� I'll - - . STALLAT-J!ft Installation shall be performed strict(yin accordance with details indicated on shae%,3thrul�, 12thru 18 of 18, of Prod Li6l Evaluation Document�P.E.O.), trawing,114o. 20-175, Minimum separation to glass shalt be -as indicated on sheets 3, �6, 13, 14, 1 5, f 5 and 18ol"I 8-, of Product Evaluation Document (P.E4,), drawing No. 20-176, t-MATIMIALCHARA U SAND SPrECIPICATI-IM; Shall be Strictly in accordance with, General Notes and Components Indicated on , - - shoef I an d 2, of 1 18, "of Product Eval uation Docu mant (P.E. Dj, drawin g No, 20-175. Anchor specifications,*holl be as Indicated on sheet I of 18, of Product Evaluation Document (P.E.D.),,dravAng No. 20-175. 1 7JIMMITA-TIO N4ANWC-�IQMDFU�' 7.1 � Shall be strictly in compliance with General Notes No. 1,,6 thrut 14, Indicated on sheet I of,18 of Product Evaluation DocUment(P.E.D.), drawing No. 20-175 1 propared,by Tilteco, (no. and Signed and seated by WaltorA., Tillit-Jr.. RE, � 7.2. Produc ' t shall notbe installed within HIGH VE10CITY HURRICANE ZONES ,so defined on section 1020.2 of the Florida Elulkling Code, � 7.3. Product,shall only be installed into,poured Concrete, concrete block, and wood frame structItrog, Product Evaluation Report prepared by Walter A, Tillit, Jr., REi (Florida License No. 4037), President of 111teco, Inc. (Florida CA-0006-719), 1/4, 2/4, 3/4, 4/4� 5/5, 7/5I -7 tw/lo, 2W/10, 5W/10, 4W/10, +6/$ 5w/io. ISW/l 1 A 7W/i I AAK -, ,RVrE SEE SCHEDtfil ON STIDETS 0 AD 9 Y OAX -- ---, ANCHM� FOR COW - -.-- -- 7� MAN"!- volt WOCTIASEEUCIVINS04SHEXM IQ* it - , II MIN" . I i i -1.1. -� ' 6 - 0 � IP 6 -1 , -.1-1- 11-1 `7 -T--'--T 1----------, D.M..(�)A& 40 --7- r-T-7--l- I - I- -11-r-1 -I- -1 - ___ FT I , I I � � , I I i , -7, I I I I � I � I T ------- ! , � qIl�� 4 + � 6' 1 � I -t- - - I ,�, - --I -------- f- ; - -, I i V ! � I I I I I 1, 1, - A r " I � � (9) i I J A I I I i � t � � i 1 I I , , i I 2A I i y -I' i I I � I I I I I I I I i i I I I I , ; I 1 8 I T,, " I I i I I I � I ( I � I I J A " -- 11 - � f 1 1 I I ,�, .. 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" 04 ---12=r0L1IC7 - 0,19 OR � -,� WOUPIM %kE,3/3r-I* IWIAMEO VEATUMIXT - Ait 11^Ti1IVMLIJ- � - "I , --- I 11 . 1. � .- .t-.^ I - "I'll, - iff SCAUE 3/8.1- .1 11 , , -- coo ;��O, - %!X,4��*, ,01151�� ,,, Ir - - ` Ens;,��T 0-4 -* I I - --- , . , It-FLORIDA SUILDING CODE (Ifth Velocity K�u come . I Zone) I E,D� - MCC DISTANCE HEO (SEE SAD OLE ON 1 . I � TOP & SOMM MOUNTINGS CAN Or -. rim TIUADAk. V& 5 *- Nm 44167 % 20 MW WAWZED M STORM PMtL E . , - - i * .. I .. i��-:�% * f T-------- GLOBAL PROTECTION PRODUCTS. LLC. S, An TO OKWN *-, IM/Wea" DAW I SHEU 9) COAAWNTED IN ANY WAY TO SUIT ANY INSTALLATION, , --,� '�, / ILVEC'"..\ me", 4=110 43314 - -� -- ---- I � 11. 1-1 -1 - - --------- � �;-� -1101 :� I A�� .R==kr*,.. P,RTR, 0c.)JITT-74A 1 IWI- ".,I; ANN 9�-4W, g� 20-%76 akww� W. 11 I'll, "..A. - W&TEA AIN �-. P1. OHM A ATTU _ FLOW&A 400 I 1. �, nllm� 1, I ---- I - - - -#--a 0) CD . I C- Cn -0 2 - Fu > 2 a) C- --0 -I.., 0 = -0 a) a) 0- 0- = 0 0 I- = - U)b cu -4� -0 0 - n W . W - C a) = -0 0 CIO 0 0-0-0 -cu .,= '- Cn C: 0 = " C1 - C 0 a) 3�: CU = 0 .0 -4-- Co U- ,,-- 0 - CU > , Cn a) W C -F-0 CU " 0- F I-- CU -0 ,0 ,- = .- -1-, C/) 0 < 0! 4 Z Z W mi C%J 11 1� C= 'xz = 1/) CA, , C%J r,% 1X_- 00 -�91-; '-G ::.. q-. C= C2 1:2- - = = = C2. C`3 CZ ".) C-4 Cl- .S -= = 174 -< -; = LI- 0- C01 M = - . Z; -W C-4 X-- V) W = .T .cTE - r4 �,C- 3; 2 W ,W .= ,r- = .2! = .�- S -C-- , --T a) 11 . = �j M - � - = .� Co -0 S! C.:, :;, . r= .!= W M ,z = �:- =� Qm =. .= = F- 2 1p I- (J t; C/) -4., " (1) (1) a) C- _PM-0 +--a U) :3 M > 0 L- U) 0- 0- < a) C-) C- =3 -0 (no 0 " CL 0 (3.) L. C/) M L. M =3 W � < Z :7 < -J 0- I SHEET NO. SH 1.0� SECTI'm 11 4 # A ON STF HALL AND FLOOR MOUNTINQ INSTALLATION FOR # saTE WrlaAS Y OF #MSG P,ri 72-0 PrA. •--.. _. 6+._ SPLIT PANELS6Ia� py i _ �� ��lq I X � aril /A •. laf� .,. :..._ �_ ;. aam rn:s% um. AS1aE AA1R0 € `,,. €/wx.1 y�' z" }_ -' � • rF a ' f #Nq . T iS A, 1/2' _ MN. ED, -gT61a6f 6a ". € �r�t>a�Wc 1 - "I".T* I :TAIL.=.. ) YrAar 4 6'-n u.'a p w t 1 Ii'-•- OF ia0.0 PAa F 6JA1' Ml"0 wf f11J .• t -. .UtSLM - la6YTc iqR o W 9, OK m) 1 ( L 1/4" max r _. L 1 i R A ! Y DO '.-DTa16A•T i x/S, Baas 4 s' a6. tAJ P' FIL 1 A b) 2 e2A SCALE TI4"-T' IRA.- MULLION SCHEDULE m ems $ . s) Max. MULLION SPAN (F;) • REOWRED MN,. TUBE MULLION C 4'-V 2' . 3' J e-6• To 5"-Ir 2' . I" 'N 5'-B" TO W-SM ! w �"ON a5,D�2AlyFsgA1 PRgEESSURE RATING alliLS.T1ON 1 A,L• TKO S ONY"CAN - _. T# ORIENTED SCALE 3/a-1• MOTE NULCJON LAN ALSO A MNTALLEA W/O STMt PANELS ON TOP OR BDTTQY 50 THAT If IS LOCATED AT Top OR BOTTOM OF OPENING. (ONE PANEL. OPENING W/ TUBE TOP A BOTOM) j Y1t' t - / YfIPaR j! 3 T ��•g t l' I � I ti, v 6/Pah NKAT KL wNrtTE - mtt #e#a)atcRc T r +ttq ""qt ®1 € T +¢ aLAra t /' �,.--^' -$-�a.+w = P�a'swnar oti ns m,an "#�• f' ! fCfC � l i t I 1 jj3j 'z aT fa' I t r t .* I .. WAYLON � ` tom. M,ILLLWt SCNFAAC -_€J 1 - - SECTION Y-X gP SQAE T/5^b1° INSTALLATION DETAILS FOR REGULAR INTO EXISTING STRUCTURES PANELS ;& 61 .WOOD 'rWaNY aNE IfA1r W RVWaA . r OG •f - ' ' E 1fk' W WAQIpD ep61AA•le, ffiFffifi6 YPAYRAeR ,. r'• -i; tlpf!-ID Mlaa ,.._ ' , �. ... .__... __.__. - .,. • •'q i „ t .9- 1IHGR6 YDATl11,Pk 1 tn'R /d. ViKY , RJaNaRE. a1 b,AAAAgy Oro. M • +mA4 m n.el9 aoan.. ,..wn . AUae '§� p} t �A�n , I ? r { OF atl#5541 S YAWpn:. ,1 ., A � I i �W, ! • , - i r '• TACO W P:N1LV I ; 1t , F .46 L -- P1R tK�n MW - •u, m _ !r , i , _ o,W a• , 1//' ifNlk a b' 1� I) e.A;'t ! �al9a !L/$ •N.. wx. "WAR. mM!•s T ,i #iC YAARW.Aa aN # Ya. j INSTALLATION -ALTERNATIVE 4 pfn ,T ama riAIAawWl7,Ftfw.P SCALE-1 7/4' 1 • ! s t! («a alap lam a¢x � k� aa66. It.D--O(JT. itOUNT(Nt4 9•• f T Aw'ai a/��i t toxAT BAR i a 1a- 4F 36a`� 1 AL(.ATf(1N -• AL SW T i t ig. ({ h NC. • b'..ec.. 6CAaA9 artbF.Rw ! iNb a AAR / M6 Ka11W w - � aNq Anal SCALE: 1I1" < 1' AT Y0N•dN SsEILIt is .11iGSTRltlt1NTING WALL A 0= NOLINTING .Y�1�d 1I333itiTtllG L A L A I ALTER A INST# TifIN e_7ER1t T1V£ 4W _pil iTALLATN3NS N TtVE 5W (SECTION AT TOfi IS LIMITED TO +55.5-67.0 MAX. SCALE, 1/4` W I• _ .WSIL I,AWN ALTERNATIVE - AL 7W A•5.0. DESIGN PRESSURE RATING) Sm't T/4' - i• SCALE. 1/4' . 1` Me 4,74 re' Nam am 6 TBW _'T" _ NN/Y WniogYBs'w. FB('TN1YF, !f!p Lrn1. AY RPI a ._. . ,MAMALA. iTi(,UAItaN ° �rr✓os,. ;DtK#R � NG INNS ALL MON SECTION 4AW 1. INSTALLAT10N5 ARE ONLY 'VALID .FOR BUILDINGS PANEL'S WITH AS.D- DESIGN TO LOAD'S . ,• •"•+. y2•... °S $`` ENr4167 UP TO +55.5,-'i2.O' s+. AND LEND UP 6`-6", P 'QR NLIV WOOD FRAY£: CONSTRUCITON: WOOD MEMBERS TD GE SOUTHETiN�` ._ C`F'tORIDA BUILDING CODE }#i h Velact Hurricane TQTIO5. � �PLNE NO. 2, W/ SFECtiFTO DENSITY OF 0:35 DR EQUAL. :. = NO.• s •.2D GAGE &ALVANRED STEEL STDRl4 PANEL+RM FQR cQMB84Anr tOF sEv 145; 1 ST '= » __;> �G OBAL PROTECTION PRODUCTS, LLC.67f j10a° .._/ I.603 SW. 5I SAW i+wa+t`T _N TOP dT BOTTOM MOUNTINGS CAN HE ., . iiQ R �'+'tQ+.'=• -- :. 1Na N,`gNPAW,' DAME, K a3aN. TESTING x�' 20-176 COMBINED IN ANY WAY 70 SUIT ANY ••'• - .*.>�+%.....?A*An.wnaPelnaa,## q t6ar}tsA-7sas: FAs ts6lieSt-E76T tAaN 6!1 11M1 +1F a! xPe!"x: Aa 16.5. W TIM rK DRMIYRH: Nb; Pw» -TAB K3'o_,CA-. €INSTALLATION. ,(At. AJ)FNF #NF#NL#^" IT T#- OSf19 Oat A iSiPT Ur., P.L " a'P ,l..l ! - ,"m AD a a �mumMELL��"�"������ to iKt #uKv YnRanMel a'fi A.r'nA WCTMiAFY]MR An pro .aiwnrwe n aM4r, to fN0.4. M' NB} - N OF Ito ♦56,fi, -ii.0 7•-5' OR. =S 2 1rI-... -Elm r TNRU a 47 To W-W M.. 2 3/4' UNBOLTED t -nm 5 k? - .wo. -TZQ 3W_6' TO 11'-2• Mm. 2 are' ' 8a013, C4WKNN 8 121-1" OR LISS {{ y 3 1/2` • 80r�t6Dtar,O+ d e A t0 • ANTED wf T/aY-Mbt• 15, "A WT Off Ar OVILAP a MKILEMON V PA4M (VALID ONLY MR WATEtS(D& Qr'1i 00ALLATLO,6 AS PER SECTIONS I IHRU 7. ON SHEETS 4 t 51 MAMWRAI ASA. DESIGN PRESSIAk RATLNG (POI,) WOM" ANO.ORS 9RONG MR ED, - 3 ,/Y .+ SECTIONS / a A#Y COMBINATION � THEM Ij{ WXAWN Pma 1 LF»rm) v (Sty} TMCON Or mw-mp CALX+ PANDLIAS FTllMU b PANumm ALLLS TO GCFIDRETE CONORSTa NWDCK. T OO9 3FI CQt,Cw T LRUOA FD CWLREIE #'RRY1EtE BLOCK TD WP!(AE7E TO CONCRETE etOCK FD CLaNCRtIE o COIVQTE NADdt 8' x« 6" H/A 5" NtFA N/A NrA NrA a' - .17 v/A B'-- 6« 6` R: - 6'.. 6^ I jnypj. 1 L6DITQM} E` r I,/A. N/4 N/A D• NIA 6' N/A 6" N/A LY N/A R/A ) WA e- N/A 5' NIA Y N/A 2 OVITOM) � .55.5, -72.0 a` YI/A WA ,rl. 6- TN/ A S• _ N/A 5' N/A 3 3n a. (FOP) { T_5. OR LESS DR lESS P' S' WA %'A �..... 6' er 8' 6• R� 6` - s• 3 t04TTaM) i. NfA NfA N/A 6• NrA. 3' .NfA If _. •. NfA 7 ct" - ,... B• -. S" N/A N/A '.; B• 6" 4= 6• 6` D" :4 a 1 Isavow) e. N/a NfA t2 1f2' 6 TfA` IT 1/2' C I'le D 1,/4' 6.111" i1v p SEE SNCENs in A It FOR AN04005 TIPS A SPJCCKIG FOR OSTAMAXIONS 000 WOOD PRAMS VAP#n MNMUM ANbIgY �Aa+xTs-Ata LiRLYIAI EOOE 057ANCE ARE apNLPW O!k TN,S sq[DIAE 7'SO i:R. LESS O R RIBXA:E ERA910R TO O F us MU.7ff MIRE ePaOIND SHOWN M S AI: AC AI 1I$ FGIIAWNG Fad- FOR AACINO LOIN CA Ek PO Oka AHDUOOO SPACING GBPA^!EO USNO FAOTWE THE OULD"a FACTORS. Sf�AIL NDT iB LFSs TAxYE MWLA67AI 6PAtlN0 MOCAf[D FOR fCW%t ANCHOR 'RPE: AT AAx+arts LEDEh1}. ANCHOR TIRE 7IA_! ;r1AtlD11 _:.,Ai4�'YI - W'TJM-aRP IJASI Y/Ai 3 4•p ...»..; DYWRt ! L#AA-!Ea YIN,. AgaM3 i AOW 0..} A 5 3 A3 2 nIt 3 wAmAP•M!R iAWNPNN ffi) � a �. a T ffi 1l.T P�6mW BN 6 } a#fa }Y/2' 61f2. ILTIIE. YY ( RCM. J1. cam. Lpa T.60 20 GAGE GALVANIZED STEEL STORM PANEL# "I DRAWN sr: .IGBAL PROTECTION PRODUCTS. TLC. 07/L :am So. 5, Snum EHON11, f2mm9-Hsu mt 116lleaR:.emr 20-176 . IAx s/B^ LOAD 7L W OUSHO0 Wi INST ION DETAIL EQR REGULAR I3A LS 8t M a B,r1 �9. FTR EXISTING WOOD STRUCTURES UP 15'-0• AND 5 T/4+ 0 FORLENGTHS FOR trax F La m 6OR MPx. oR } PLUS PAN6sY/EE FEMAAE Al OR PANQ.MAIE aMtS a. INTO A' 1 Tf2 0. C, wm 1 I L THREAAEO ` - b 1 .' WM:PATKMo., )R)WER SCR Au LENG'RPA. ii 0.6'-B"-.5i0R• � .I � f s � r 5 4 a r A WOR tWWiR. i L f sl 1 i ] bk t s I 9 € � I I EOj �LI S. i 1 E O ) bQY- ii. Ian' _ E0- .l 1- - i F3 I NaraR i m { € i. k- € , wN10 NDIACR 1W t IL �.. i y }, - MU ,faDER REOUgM6 I ( B ..v€^ I ALiERNAT(#tE 1W _ ALT1�R TIVr tut 3 I € € ) I ,6E SCHEDULE 516ET 8 € SCALE 3rB=t' j SPICE 3/8W1• -�- SCHEDULE_ ON SH= a 1 FOR ,Ln. S W' OR U OCAS$. iHkl t 7 OY•3 L€E SEPARATION 7q 4LASS 1 s a € e IY 1fr OiO- I € I EO <tl i ED EQ _Y. t l € € Ea Do ED ED' 1 2 -- E I�. OWOOD AFClaaO L0. : 5/B• LEND BRASS BASHINr Wf 1l4'e-zad+ s,S. M s. a a I/e-.:ac _ 1 A`r-2ro3/A, aY '., p/ i k'!o Hitt _ . '. t REwEao ;'. FDA i UNTINS tP m 51-W ANO B m a. , 1 ' O& -t0R CErLG1N5 LIP A Maa. I'F I ; . -, LRwL #RIG a N PlAIE .. rdN 4 T PANE#ALIz v I FM9iJWN5 � t,t 1P� .TE plies t 2 a, O�ImM l 4 ,. L _, t, - .,- 1 PiAA a O.C, AT t „ T`-••.1f`. •. Mdw a,FwADaO pENkaMT7CNN +€�i --� T1'RysATI#/t" ?LU€( �"��1.� 4W . •� 77 j( 'ARDW4At+ }r0 EN,6TND Wa{R7 7E POP '. $ ky a or P , SCALE 3/0-1- .SCALE 3/8.1` I i:. Di MOUNTING_ INSTALLATION TW D��iiLdl NOT SHOW NOTE : SHUTTER TRACKS NOT )KFWTrFOR CLARITY ALTERNAATIYE E'W SCALE S/8..t' SCAL>.5/�T• �ttiti#sI#T€iuiNy// '. W TIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D, DESIGN LOADS 1 STAi-IA L >d. , I:II y a � � FLORIDA BUILDING CODE LIP TQ +55.5,. -72.0 P5F AND PANEL'S LENGTH UP TD 8`-8'.- 2. FOR NEW WOOD FRAME CONSTRUCTLON;,. WOOD MEMBERS TO BE SOUTHERN PINE W. W/ SPECIFIC DENSM OF 0.55 OR EQUAL a.•�.,• ., n` .. +, g •< ;•* (High Velocity Hu 20 GAGE GALVANIZED STEEL STORM PANEL. Icons Zane.: F.P. DANI, W. F I TLDN OF SEC NOTE DR --,-r (XRdII:NF s S OE ? - �a /s IL GLOBAL PROTECTION PRODUCT. LLC. 01/26/s6A aTe TOM' I BOTTOM YWAYTO CAN BE - - 5�•'•,. �L R1O « G "`alA,LC, •. .. ," � Fe is- ENO. Neoo sw. 5t 6•raEfT _ aL mi. nHs a - NAeaw Dl1i. AW. a.l M, 6y 4.WR4:n amAa PHONE(iL54jbBFa6.5, rAx. OblR6a-8F6r 20-476 COMBINED IN ANY WAY TO SUIT ANY )NSrA.tAT1ON- f ai ASrt/gtAIN NjbaA :, -:;E SfLYsTT:-OD087TR w..,..,. C,mt mn-,#" w..- 4+aR A7+- ,01 1FAL.TFRA .b.i p.E " aaslr aeA Aa.r a,e ORA"x06pe (VALID ONLY FOR PANELS'CN �]A IN5TALLaATONS AS PER SECTIONS 1 THRU 10" ON SHE£T'S 4. 5 A: 6). MA1AMUM 'MANIRAI AN HORS SPMC610. FOR CA • 3 1/2' - ASU• DESIGN 7APCON OF TAP-DRR+ ... 'WK-€N PdYMCEaEkTi F'Et€At.E. ID PAN"ATE PLgS 304VQ SRT APPLKwLA x SEC 'LENCIN PANEL PRESSURE' PATNG � TO ODtM,:MX 1u MNCRCTE BOCK m DONCRET£ m CONCRETE BLOCK ."'. m COMORM -To CONCRETE BLOCK m .O#LCRETE m CIDNCRETE iRttit. TO CONCRETE m. CONCRETE BLOCK TO CDNCRETE TQ CONCRETE BLOCK ANY DOka1M710N Or 14EO EENGOI R" tA.} 6• N/A N/A N/A 6' N/A 6' N/A 6- N/A N/A N/A T (TOP) 6• A- N/A N/A 6• 6' 6• ' S. 6` 6- NIA N/A 1 (BOTTOM) 6' N/A N/A N/A 6" N/A 6" N/A s• N/A. N/A N/A 2 (TOP) 6' WA N/A N/A 6' N/A 5• � N/A 5^ N/A: NIA N/A 2 (BOTTOM) +55.5" -72.0 6` N/a 'N/A _�. N/A 6" § N/A 6 N/A - - 6• NIP NIA N/A 3. #. 4 (COP) y,T--S TO 111-r OR LESS N/A N/A 6` 1 S- 6� 6' 6' w N/A N/A 3 (BOTTOM) 6 N/A NJA N/A 6` N/A 6' ! N/A 6` N/A N/A NfA 7 (TOP) 6• 4" N/A N/A 6' 6• 6' 6" 6" 6 N A / N / A 12 1 2' r 7 " 6 4 I i T 2 2 / 6 1 4' / 6 1 4` r 8 1 4" T I 6 1 4' I S Ile I N A / MIA / P 5 'T0. OM , J'6OTT ) SQ.D -53,3 N A r N / A T 2 2 I i 6 4 i 12 t 2" I 6 1 / a" 6€4 / 61. ✓ 6 I 6Y d' / N: � A i N I A 6 /SOTTO M ) 6 TO TS 2` :55,11-72.0:.. N/A N/A 6 1/4` NIA 6 1/4+ N/A 6 1/4' fr 7/4` 6 1/4- 6 1/4- N/A N/A_. 6 (TOP/641TOM) '-9' TO w-2'. N/A N/A NIA N/A N/A N/A N/A N/A 6 1/4- 6 1,/4^ 6 1/4" 6 1/4` B, g. 10 (TOP) 43,8, >48,0 6" A. N/A N/A N/A � N/A N/A N/A 6' 6" 6 1/4- 6 1/4' 6 (BOTTOM) 12'-4' OR. OR LESS N/A N/A N/A N/A NiA N/A 6" 6` 6 1/4- 6 1/4- 9 (BOTTOM) LESS N/A N/A N/A N/A N/A i N/A N/A N/A 8 1/4` fi i/4" 6 1/4` 6 7J4' 10 (BOTTOM) S€E 9NFETS 10, 11 AND 1t FOR ANCHORS TYPE A SPACNa FOR. H{6IAW1TWN5 INTO WOOD FRAME BIALONTC MBILRNAM ,ANCMR SPACM AND MARMUM EDGE DISTANCE ARE NW-41tO ONTH6 SCHEOAP. FOR U. LMS 11" 04DUTED ON SCHEDULE REDLXX ANCHOR SPACING BY MULTftYINO SPACING SHOWN ON SCHEDULE BY ilk FOLLOWING FACTORS, FOR DI S OPEAATKLV TO BE POSSIBLE. REDUCED SPACING OVANED N51HD rACCFear SHALL NOT BE LESS TITAN Ia1LNAUM.EAACINO.. WMATE.D HM mm ANCHOR PIPE AT ANCHORS LEDENov ANCHOR TIRE 1r4 i two" 1/4 • cF TM-gnP Ile. PN9'FI,!AM 1/41•0 W 7Ni�TS 1/4'a _pI I/A^R SOVD-W Mk aA709DR SPACAIO Dn,} 3 A 3 8 2 i/!a a P Ama66Txxta DwgaY tln) a a 3 s a a-rpi ACRm m mm momm F A •a T 0 a 2 1/2' 0 OA a m a 12' IW- 'DO-- !NSTALLABON DETAILS FOR REGULAR PANELSa A INTO EXISTING WD STRUCTURES "I cr:-. .... T4-19 PANEL:MAIE PlL15? - !!y _, i#-tD py/E.L#UTE PLUS 11+ 18 19 PAN4MATE PLUS a' T- 6T 4'Q.C..W 1 T B' 1t 61 O. W 1 8 i C / / / / I I I / _ ' P N /EQ P 'M NR£NJEu OD HEA E TO PEABTPiA€l9N.� THRiM EFiETRA T4 TFNFAL�EO CI WOGD t w R SING 1v00D N .. EdilsttYNO WOOD HEADER WIX7D ER. :f F.AL)k:R REAut f�A EXtSTTTN) NF,dO RED (' .iL s �'I 1 r1 r tI / tT r T• � f €i r' l i 1 # '( A1• i 7 r Nwlf fPr Aaa at e _ -' MIN So a - J i �„ �2^•. ' t'ASKIoL nT •od„sna 6 1/f' C ,/aOG WOAD HEADER WOOD FR REDUIREL-NRED•A)M I LALaL I SEE SIRE 6 {Wd , SF£ SN`&Cis`DULE DW ! BEE U .tl ON Ii FOR 4-GLANai- ?9OL•A.Sy AOR 1MN • i r r,•.... Maz PAN€L LENGTH g - -_ ="--- -. Me' PANEL LINOTH y. M_AVOL LENM (SEE NOTE Ty I ,/r!-20RE' 3b. (SEE NOTE 1) T E/t's-AFC• Ss # (SEE Nair 1) IRR j • EVERY NAIRIAP e a eaERr avENWAP �, - � e LvrR+ o4TaAP 5 li 1 k I ri } 9 6D% yyp t i S 1 30W SOaE 0F ^l" OF "L` MAX { L• ' ) MAR MIDI �LL tgp .� t t� '� i _tirY N • L.�1 f-J : _ __. 1/6Y.5/32• �� Aa3 e' 7 : ,A,ia NMT ,vwaR ' far _ /6 e I MUD 01 ,Nq ,Art / o $ ac /z- ..:_..... - y, •.:-. ,.. ',. . �• _ EQ .. ., �-'�.z (j E _ :._ 1 4" p LAOtieaEal+'« �1 f E s D,C W Z f f r 2'zI' LYOLPO PLATE .s _r It;. 2`a4" WOOD FNATE -- $"a1` WOOD_, PLA i r MIN. TINREAEkD RECLAIM ,_, 1#-TO PANELMATi P1.T6i REGUIRED T..;.. REQUiREa "' '. "'- td PENL"tRA7K'iN A7 �' 4 a 8 1/4" ti Y/8+ ' Sq I, MB)WIOTN DF` PLATE ;.f 1.. THREADED PENETWAILON.a i i LAID WIDTH OF PLAT£ t 11,,/4"a LLD SCREWS a ,f; ,, ,..8' Q.O. STAdar:RELI W/ SRro W'f 7 IPEI2ETMTION `' I r "j. AT MtOWWTH OF PLATE �.. ._ DIRECT SCALE 3/8.!' - - SCALE 3/8,.t- SCALE 3/s.; E)DIESs 1. LNSTALIATONS FOR ALTElTNATLVES BW, sw A IOW ONLY VAUD FOR qI#AAtiLlMNINNFra,a BUNOiNQS WITH A,S:.. DESIGN LQA04 UP TO +dD 6, -48:0 ¢.s,t, AND q,A � �, Ti �!f4y PANEL'S LENGTH UP TO 12'-4'+r, A F CONSTRT)LtLON: W000 MEMBERS TO BE SOUTHERN ,+6. 2. F€N? NEW WOW W1 RACE ` Q^: CaEldx •., S .� PINE NO. 2; W/-SPECIFIC DF34511"i OF 0..55 OR EQUAL. FLORIDA BUILDING CODE (High Velocity Hi#TFicane Iona YeiWO tGiFO, R+G f,P. NOTE FOR EnuR7NATroN OF SrcnONs,- No. �} =_ 20 GAGE GALVANIZED STEEL STORY PANEL TOP NY BOTTOM MOUNTINGS CAN BE � I �-�"•�.�,� � ®'® u oTJ26/3B2o cDMs NL D N ANY war Q Burr ANY oq S �-� - GLOBAL PROTECTION PROD CTS, LLC. wEE INSTALLATION. � "O' FL R1E%•� -ma y -"" bN0' 4>M4 L of I. ,.% TLSTNO a CPF6INEEMNa CGNPANY INN, FL FAST. ja aAA YAvaA amDa, n aa" 15+OeRt 045+2#es'-rsa#, rAY, TB6.)66B-a7R7 20-176 . S ' y ! jV1A. Lama pI•i DRAWN# N.,: AIAFTNN 1Lr##H1-.E �AL/9WlkNRFi0A4C � wLL1FN�iM•T�BLB; z§U»:.A.F: Antes -mmp+w ntN. a•Aw Ww COFCAM ':ANCHORS CONCRETE ANCHORS iM CONCIM ANCHOSt SEE SCHEME Of#�L4ET LAt SHEETFIN WxO W: 54E SEC DN DN S RE Y6 / t s �l��t ALTERNATE H 1 1 1 jy $ ALTERNATE $ 1 IITALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY 5T F2 PANEL SYSTEM (6'EE St1EE'TK.,. .A# .ISOLATED GaNI'REl[ LL �I q, i%4 '�, .ry 4, 3/4 or 4/A i. ',� r5C iwjis 1 A1, .1� &�')wi5 1 4 i 'L•i ` AT END PAnNOENL __T • �� OACRM ',2J0• " • • 4- tom• _--, 1'.-0 I/2•--_-m. .- -- I.... STUDS Q EVERY i... - AT END T%ANSI, [ _ 1i i/A•e LAG S6WEW, a 6' OG Wf INTO .I�XI TINS WOAD STRUCTURES yR,, i .,� - ' I.aS ! r ! I OVERLAP ,. :. } - i _ T I J11TSFDER PD@RLA CMICXETE - A ! _ o = CASE I : L _ REqLxAW DrB MIA, ( ) 1 E j I mm (CASE s A6: A (a 57STUDS0 EVERY . � L R) O- D.AP LI-`s'- : • -s 1- ..�+`. ) [T2 i/2 O,O,) § I 7� I . )!. . ..� ' 1 { j :., -jT, I 'i7'' #(-'7)- }} {p` TO IRW PANEL I I ,-�,... (. __ ____- __ _.-.__:_�___ SEE 9CH£OILE 3FZ BOIeDUIE ! I. F : 3 T I' i T I T 9 1 1 i Y ),,. e. '`_:. !1 , r^, , P sR a ' iENO'P 3 OtVIERbR - (WR€T50R PAHOJ tNNrp„4t Nit) (ON0 P+tnEi). - t FCa 15fM4RAT✓ ! I FOR Wn . FAA rxw EQ ro NaAS6 m 61fs6 tJ _3 • - sTuo ! � EQT �# tt • • ; I j ( i ; ! :r4'' 1i I I I I SEE i SEE I i 04MOR "Na �-•END PANES' 1/4` �t+ SEE 11i SEE S /4YA, �NE T t/1'ht W#6tiE SCHEDULE #I SCHAE �t9I.31 i -.. NlTE7#TOR PANEL ET:J PANEL i if6' MM. SCROYWf PE#r/NLTIsr 5 5/6 IFP. (LA$E SCOW W sPET1RNRs ¢f I { 1 ] !OR lr. --4- • ' • SCHfON7LE Ta Oje 12 T!?:' Q:C. s' #An. IGASE NO 4ia {2 L/'2` . " _(.A_�_>_.,-,,:..;...! _ _ ..t...:._...._L .� _� ..:_. � .(_,.k.�-, _..i...... _L..L3,_... Y:J � i2 FO# y (SEE DCt. ,I) d 1Wy (SEE DST. 2/1.) x" µ{ N a _ «+-'3 -•,'. F -�•• 3--i A FXi b2 -.. 3 ••• f z F9R 1.....- .--i REatNREN ,..: T„., ...._ ... _._'. ...:N..: -.... .... -, .. _ _ , _ b„Y...( OR OIRECi MOUNT t SMNG SPACING 6M3-PAC1 NrsOR y. ;°.,.. __. ,)'-a" YIP.•_ _ __ _ .+: .«-"._ i'�'v+ M`ifl:�. j. ._..:.�...ti,,,._..... Il ACQUIRED NEA}EIT w06o HEAOo , REaO#aro � NEwwEa ! Al END S II - ....IQ -4- OR rr fr;, qk jj jFp€ ( OETASS T/IA 5CAlE: 3JT8• � f" V jjj ! stte . t• AR a ALTERNATIVE I ALTERNATIVE 2 �• •. 1 T,1 .i - d 2./1+) r , AT TIM PE LOCATION ' SND O 12 , oc_ I\.iS:AL.S.}' � � ' I t � 1 L � AT PAD FSVA15) FTLAtED DoecRETE -;" - ! -•�} ` ' ! # ' I ! i I ,. I i !I !I{ 14) ,n. MAXIMUM „ DESIGN PRESSURE RATING Ci, s-f- AND IRA�IIA.,.�t'.S •D, DESiG p- " _ URE LB"HG (=s f AND fA0R8 QND, INC T ,rs• Ltw. DIR ao6cRETe ; ' ! ' € } CORRESPONDING MA3{ti# UM _AtiCjIOR SMING SCHEDULE AT � FOR f ov. tsEE•� / m e";2 DL , ... +>a• rAmr a�Rr r9��r?Tnuc 1 a, �,�itTT%if� t�T-.3M1FL7�y°T�T. �;,6s gt aEN. 1/14) 7 LlSe i I /4, 2/4, 2A/4, 3/4 OR 4/4 1. 2; & BW/15 T, & 1W/t5 INSTALLATIONS I T(�'. N -RET MOM BLOCK MUMBES __Am ABA of H mz: P1tf,6 LFM%E°A s1i sc1@TDULL qy ALTERNATE LOCATQrL M4YaAUu1BPAAATO H # f ' f •-•:. ON LIFE SAtLTY PANEL i... c a r F 3 1,.:..(,�}.! MOUNT CiiNEklii9N5 7oP h BOTTOM W F D '� x T aa' .. (sue .6Ec9fcNsi A. LPN*_: oN 11 « r UFEPANELS w • I tArATON. OF LJFf (SEE NOTE' IBELOw) ._ _.. - esa,0. -T2.c 6"-6` 2 3f.• uatlW.TtO m. Suss' i t a •"'" ' `• ` O6+sL ' 1 _ _ Tr, pEnuLAR T+ANELs w/ AR -- SAFETY PANEL '----} NLWDESI A.s.6.....: TA .M+... dX' rAP-LIP ct iN-1N Fd ANTE TEMN ro ralaEwW@ Rills SECTIONS m .. , :.711 i_.--._...._.__.. - / .(SEE NOTE ro ro Q m TQ F N-_....,_- Eii ,, ,'.. •;;. w O'REGUTAR TPACKS 1, DESIGN SECTIONS A LOAM yLl tgR§[, ' :.e ! - ,./ "- :BELaW) p LAST PANEL 1] 9Q RL5TAl1EQ AS F� m. AIOtLORf;F' Ta CONCRETE m �.- aD _ CDNCREtE m CM181NAip#I kEF1OTN 't.. C€Lj CONCRETE ANCHORS _ '' , ,f' .!'' ,,, . , , �. LIFE SAFETY ST�d# PAMEL OPENING SWAL DF THEM _ - CC •: #_ . ONC ETE A CH RS mow,r,. Y ,J;. ar 5 a,� 0S RARND A _ .EYE BLOCKS CCF ETE N c9NrnETE 8E0.aA '� BOCK COLONEPE BLL!{lA SEE -SHEET 15 FOR ANCHOS PIPE a SpAcm PON BNSAALLADONS INTO WOOD FRITHS BUAONIO:. ,l, Cm) : 1`- It R. FSAFETYLd m 7:ACRINATE 7NS7AI.tRWTitlN NPENOED ®' N/A - N/A N/A 6" N/A 6^ N/A B` NrA T 8 2 ((OP) EA. 4i5S TEad+•6tleGiEO MT ep1EDIRC W9MCE:.AtYT#6R SPAdNO RY WA.Tp'. 3PfCNR ,' t ; EO} ... ' ED SKEET tb) POFILffi CONCRETE-' " -; Cent RFAARLEO .N TO BE NWALED.CR REMOVED FROM INSIDE 55.D. -a2a - T 1 BOTTOM 5'-G^ AR LESS SHOWN ON 6C#ff1RRt 8T iH[ ,pLNAwND FAL1 5. FART TH5 aPER,si1Rq m-7'OSWBLE ' �E j(fA ` OF STRICTURE- B` 7` fi' 9` 4' B` 9" B" B• I B` ( ) REOLIO'a r?AG OBTA6a0 LNFNG FACTOR SNAP ND7 LESS TWAIN YfatlMaAa•awx' I SCN�AtE Or` �P _ OKWAM MR LACK ANC OR 1YPE AT ANC }ELC�. I � . PWOW PuOr SHEET 14} -EQ ELEVATION 6• N/A N/A N/A 6• N/A - &' N/A S' NfA 1 e 2 (FOP) « �.. , I I REWAI«'D MOON id°sfALLADON € ST +sSD -7za 5'-ti 10 ?' 6' WOOD PAIE SCALE B• B" , Ba17DM / ! f r 1�iaL_Ial.4iUNTl._:_I NTT C IN=.A /� 9• 6• (BOTTOM) WA( ANli'�9.R�li IIr�_ TdtE = NHN WLD ^•"' TION t SCAt£I 3 Y' SEl7T " SCALE: 3 8=..< L• 19 ODN 1..* 9 s , N/A S• N/n. 6' ts(R 1 7k 2 (TOP) -. tSIiL. rANva61 �Tf�•oAw-iaaLwSi- �unRawE _N � ,a; s _____. _ ..._�- ,I„ -�''E'�ei--_-__. . /B / T/i Mc.: GAP }^' [d '.#ss 0-72,6:. a'-8" rD 6•-6": AWc. a ORION; x ,. 3' - g" !d^ A": s" 6' 6" 6' 9" ).{BOITAM) tL:.._W '..._. ! SLP!+v.AMP 3 6 3 S 6 N•) ___ $ nr ALTE ATN IVE ALTERNATIVE _ 4 N4T3a* {�JrE sAFrre �gF1M.DAt+.tiL. cYK�rt�T�y_= "..� ': s.P. ' Mean .- 7 LIFE, SAFETY STORM PANEL CAN F LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 LIAA}} B (ALTEmNTE tOGRDN ,5y,.. 3 1/2' • mw m F RECORD)IT i^: -- iz'I•P v,C SCREWS a 6' 0.C. OR AS AN INTERIOR PANEL CAM" PANEL LOCATION IN BETWEEN ETLO RANEIS). 6EF r 1} P 'UL AT ETA FVAALv= SdiEALL 4 ry---+YA=A�I.QY)iS.)df3ktj3Li'Qf(SLRkaTC AT �}T90M ems}, -. , f x ..Ri - _ '') I MET, SNWEAkYD PENE7R im OR LIFE SAFETY PANELS MAY OR MAY NOT BE LNSTALLED ADJACENT TO REGULAR PANELS .._ # s Y (W/ OR W/O REGULAR TRACKS.) SEE NDFE , _ _ 1 4 a/AdS W/ i 1 .-m .S. Bross f l8" Iaatxa tM Asa I rnw a 5{A' YM TR®N TD a Qer # tsnn • r 1 . Fw, T9P or ANG!) ,wPUGBI>:. - - - " - �,; t!4'.-2ox2- ss. Ms a a• or. OR •ALIERNATIVE WON FRAME CONDITIONS & ANCHOR LOCATIONS 2 ryr 2, LIFE SAF7TY STDR�1 PANEL CONSISTS OF 0.030" GALVANIZED STEEL STORM PANEL AS SECTION 8-8 Dem y. SECTIONS g MNOMUM, PANE4. '_-- _._ --IA)tl 1A0 Ps.Ok e3 F/V -2A PANELANTE FEMALE 0 OR PER :COMPONENT SWEET 2 OF CRANING, SCALE 3/32`•S7 m ) pN NNA -.'. j_,/Y= - - - TAq - 9 m TIIREYIED. PENEPMPTDn m EbS#NaG w0W 3/6• . PRLStiIK TA COMWAT"IO LENGTHY P." (ti 01HINIO _ _...- ,._ - __.-_ _------,. PAxiAUTE ALAS o s' D.C. W/ 1 1/2` YUn. b•..:• N• .ASA THIS. PAMEI ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIDE OF RATRY: .Ar,. At{Gt� IS. Tt((/ p#tTE THOSE , A•NrTtgR TRAmTs yDP stgynT 1aN aw6rrr STRUCTURE, qq{1M1Y€#INIi1N1/1A/ SIDS -61,5 3° 3•. 44f'S` d P 2- 2 (60TTDkt) 7'-6° OR LESS sZ:,`q+= ,.• 3. LIFE SAFET4 PAN RFAUIRES TOP''tRACR 70 8E CQMPONENT.�B BOTTOM TRACK TO tq'A .TILIlI. +57A-66.0:. 3` ± 3».. .4' } 4' 2 (BOTTONj 7'.-6^ OR LESS �faEI�iS�c � �.rT3rik.� �7'd-�I�fI�YE, GI3.s€# 4S.FSION ��F���n xf��,J+)"� BE COWPONE�i' iL.AS PER SNEET 2 OF TO TRACING. {?: '1jQ*....... p - ; - yy "�'� �r ,a CAMEO€li£TLT (�LYAY' BE INSTALLED WALL OR FLOOR MTRJNI£D FOLLis`wtivG SECTIONS 1 & •' Ei'i.i' •iy +SS$.B -a.2A 2 1/2^ " 2 114• - 5 aft' 2 (BL3T1'OiA) Y'-•8' OR LESS : No.; 4416� �' T il�d� 1 I i:•'• �jE[L(u.,f 'yy 2 ON I'M SHEET, A8 WELL AS OaABS 1: R 2 ON SHEET 14, - '4 .(;:: : +55.0 -Y2-0. 2 1/2' 2 4I2• NIA ,, NIA 2 (Sumo F) -. 7•-s' TO 6••-a`. � 'k :'9M' ,• SC#rE: 3f0" . T' �.*T�i : 1� z FLORIDA'BUILDING CODE CHI h velocity Hu Cons Zone � _ FLORIDA BUILDING CODE Nigh Velocity HurrIcons Zone ? T s = FLORIDA BUILDING CC 4_ Min. LC40TN FOR COMPONENT.4D IS 15 1' o. -.D -72.0 N/A. W/A i .. 3" 2 C6O?T 8) 7'-6" To ;• ,... 'E4e. �ma PS'w€ca:.wc. - T t`iO. _ _ "m ErLmm INC. • c2020 TA LNC FP. - Iw,+ TECa. F.P. FPMoz, ANCHOR SPACING FOR GOMPQNENi ANCHORAGE A7 BOTTOM � G ON ._._ -_ _. _ - 5 46a _ GALVANIZE SCHEDULES T & 2, SWEET 14: - - rvEN 20 CAGE GALVANIZED STEEL STORM PANEL Dads'! In, - .` F[OR]OP 24 GAGE CAtYANIZED STEEL STORM PANEL y e~. s * . 20 CAGE COMPONENT MAY BE PERMANENT REAIOYABI.E. - C?� r--_, SEE 1ONENT MR INSTALLATION INTO R RE FRAME a nulNrs ON srt€L ts. �}g A P / �Y / y AL PROTECTION PRODUCTS, LLC. eifmME A N A b) R0 +SSSINSTA, -'oxs ARE AND vAUO FOR B RLDm cs wm Asa omGN wws LIP m -yOp"` ft Rto . _ • GLOBAL PROTECTI, (AP#,'., •CST .+ .. 'ir V CMG. - isW S•.W. 51. SIRULT /' ARM 5•W. 6t StRw 2 FOR NEW WOOD FRAME GO#STRLICRON, WOOD MEMBERS m BE SOUfTTERN �y lCs •'• $4^ rr � � r a�yry A % GLOBAL PROTECTION PRODUC +sSS -Tz.o Pa AND PANEL'S uNGTH m m B'-B. 6 SEE $N£LT 4 FOR DETAIL APF14AIRC TO THE NECESSITY FOR THE INSTALLATION OF i LU a A: Y DULL 1'L S1115 f M.O 8 COWANW - ®VTE: P4 3a3 ENE. No. 2, W/ SPECBIC DENBRY aF 095 OR EAUAL .Y a S( (q`,. Y# 7 '•" A bNOINEEexNO COMPANY a S ON A�- N.W aWA sm.,Rw. ease,. L mMx #Rlpq; (as+mm-IBIS. FAtI (RS4+ea6a 20 i 76 yMN +'•• -_ #W W . - - -. ',, p� NA r ea1Lu ' �• Ci ®i Ne. Aa axp &, >eti 00 6MTLrA. rt a#," F#6R D15AXM-TOMS rAT'v 4eS4M6#-W7a7 20-176. AA a ••, # naS. Ne. W. m sal, wTA#" ANaLnA n Ai+" TITTLE L55AMRp-a SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TQ. STUCCT)/WAOD BANGS. �f/ATN ANI qi P,,..:nm7 #r1-ena.. rr 1: WOO aN-Kai - f : ERN" «Ai5 ro n1 tMtn i 'nP! , Tem1 n+•.sa , .W , daO Fdn-a6w a# W aAaaa.Wr .PAe. P:t. uL`+Y-ODDbFIR amcs fs�nws eNw teeerw, oPn bRNDaU hP OA^BOGB?iY rcr Aare aar _ '_ - _ CA-E4 TfH A 1a4 T • Ww nMtd - - - M. W mFlzla #.R TWAAINO N!. a P,E YFlkfIATMRE/a1TE Wk.THT A TartT LT:< P.E. e s 1a a - - P,E. S}'Af6gNA1URP,fIM1, WATE A R)#fr AAu p.£ AtF nx.Ha •: 5/aEI. A3 Dr are '. 1 t. :r . , _ _ LalEm7 ,. Ora s.i _.. N N (n O U N Q C O O • /i U) /11 CV O Cn O 0 Q O O ♦\J LL 0 6 ♦ V .� -0 E O CIO O /I...i .� co Q a z z w J 4" O 0 •fl 7 ✓ ® L7. i°°7 0 to >.C: LL. EY CC 4n -0 tn Cu d w � 2 '< d LS= .p _ as L u R a rt C. C. W a Z z Q _--I M SHEET NO. SH 1.1, ___..._.., „ _,.,_.,,,-AldLT10R$ (SEC SECTIONS ON SHEETS 17, it is a 24).------. --.__. -- .,_ ... I "3' MAX, 3A/111. 4A/17. Wit '38f1T, a9fTT, 38/1% a, Am. I" MR'4. BAW/19, UAW/12 k SAM/20 ;tI /,/ -/fi;,D a, E9NM 1' NiN,s D.►I.or(J)- !o I'. � � •- i - {{ ! i! : I}` i q0 l3 0 I ; H IIIi a o 1H�1 t3 1 YtI{1 j I i 4 I I I I i 1' W: i ; t ° d ! �i . �§, �D �6!1 TCyhAA 7ODM PANEL LIFT'. su=CFx v:i I 1 I :: I , x!j ,. f y -r, $$ R _ T__,_._ __ rt. _ _ 'T I 9�,�� 2ai 4, �i ,`i_ � t4ly. IVIALISS RMdF OKR 1w�5UKR. ATE _T.__.. I .. , , °, ( f f 11 , '[I � t{( r. 7. r h f ' -,1, j t _ - - -' i ttzTN31ttAfS T0" :: ! i i�j( PA§F3. BOTTOM C0 1 JCJ qI- IAEIXAP- ..«b16 H% a 1ST t ROD PfY�* k-9(F4M- 3. �IAX aA/1T* AA/1T, Sl/18. 3B/TT, 4Bjt7, Nv 4. 3' MAX; ;I' MA, i'sMY/t9, TAW/19 !I 8AWf20 �X'/74 78W/t0 t 4DW/20 1: Nlri_i . _--_ _.._-_-ANCHORS (SEE SECTIONS ON SHEETS 17, ft T9 & 20)------- - OPLIFE SAFETY STORM eANELd ELEVATION 5ECTIQN A^A SCALE 3/la'-1* MAXIMUM A.S.D. DESIGN PRESSUR) Max. PANEL. LENGTH { L I.. MINIMUM SEPARATION PANEL RATING (p.S,T: (SEE SEE C)CTOPIS) TO GLASS CONDITION +55,0; -72,0 W-8" 2 3/4' UNBOLTED ._____ i .L. A MAX. PANEL LENGTH (SEE SCl#OUL£) I a 1__1_._ _.__ _ __.I CEII. TECAMCRET£_ BLOCK REQUIRED TAPCON ANCHORS O.C. 1 0 _.__,-. 1 4' ANCHORS iZ,4' TAPCON ANCHORS _ 1/4' TAPCON ANCHORS 9.TAPCON _ ROURE"OR 1. ` POLiRF iOHCREIE !€£- CONCR BLOCK RECLINED . ��-{"1 A RT IEDLRTED ': TOR CKNREOURMOED �. I 1` Eoa .11 \': 4. \ , \. .w .> ..-.,. ,,, , I I IV ( r �r qro F MAd An i , N r Wa* N r 71 ! $ I -Dwkr r W IGNuNWING V4"• SEE 1RIfEi ID ! RS § ANCHOR, TM 194ai FOR w6TALJJGWHIS INTO W000 LI IDO INTO AD FRAME MINIMUM Awmm SPA IMas MI) M"MIUM com Dwma ARE AOIww am i#6 *.ww OaTN.b 0n) 3 S12EDAE FOR ED. USS THAN INDICATED OM #Awl On•neT a4TMu C+TI 3 SGEOT%E REDUCE 44040R 4PAOND 8f SI+ACINO Si@YRl ON sCHEQ§LE ACdML EAs RY##01# .IADPCYOD IW 1'IE FACiOiei. A0R THIS A_ v 411, 'OeMYtl SPACING . s0 DE PT1SaME, TEDIxiD FACTOR 5FW1, RKiT. yr , # 1,E95 TIMli Rai Y gN 1•IO I'll, BE USS TIM MINIMUM roA FArII ANCHOR TYPE W TWS 50FIEDIAE _._Z _ . -_,,,<..?'_,.-____...: _ t ?-' . ,_ .... -.. 3 1/°Y ER TBarIr4.J 19 1 OUSS F � NN,.i wA it 1 j f M. { I �1 i I T ! 6 T I I .; i , ci?T • B` x Vt. iM ( - N , 11 I .i. - � •I 1 l I 1 33fJ2V11.1'TMaT� • i � c!!L! ' I ; f `- i i w1 I Ep+ f: .- I/r- I/4*i- 3�'4`S.5 44 MI/ r` ` 7/8 w.3/32 WHiG NUT WAS ,„ r/$ rz0 # z ' ..L ,., 0; TAPCON ANCHORS CODE A 13 I 2 1.1 N,S, W/ NUT WASHER INSTALLAT19N DETAILSR OPTION #2 F ___�4' INTO EXISTING EMBED CONCRETE TAPCON ANCHORS1. OR 99NCREIC BLOCK STRUCTURF5 €,Z4' TAPCON ANCHORS @ 9' D.C. 4 9' O.G. POURED CONCRETE _ 8LDCR- POURED CONCRETE _ OR COREQUIRNCRETE RIOCK�- REQUIREDONRETE �- j ifi- � If4' I J -_. ._ _ _ i_` !vim. --WY^ -__-TED• -_ Eft+ i i L.E NT. 'i= „ rq.'. f T +t 1RPTFATW. m t ' Ma sv+Aarvw Tu �s�;� "M«b" I " �Sam} , I � mwE7 i4 1 y ( 1 I I f I I , I._ .si,.._ _.0 T i, I w I 1 T I 7 I I: � � I; ! I I f 1 I EI %. r I,' m t14-10*0 PANELMATE PLUS W/ `7/8"A x3/32` WIND NUT WASHER @ B 1/4s Q.C,. EOIUREO CONCRETE OR BLOCK gEOUIRLT! WALL AMOUNTING INSTALLATION off` =�i �� 0REGULAR PANEL SCALE 3/8'-I' SEE SNFCJ TO • 26 FOR /JiTAiDRS ,l':'E A NbIgR TYPE i/W I/4'w MA•.vwcak Uyil€. SPAM FOR d6TALLMID E INTO WOOD iK MAOM VAOI@ Oa•) 3 3 FRW MADINfL MNWMA ANCHOR SwImas No MINIMUM MOE OCRTA= ARE TAQcATEO Do TIRE ilaF#e•IAKA CJrwiN O,.J_ 3 3 3 3 ,/# SIYeMAS FORE0. LEss THM,I s3OKX7ED am SGHEOML REDUCE ANCHOR SARONG $'t MUTWIYW0 iPM,M WREN ON SCHEDULE 7.• MbU CaorY A� ikl ANk tR .DE moo tiom BY THE FOLLOWING FACTORS FOR THR TO BE POSSIBLE, REDUM . A _ . - __.. �OPO��IuA�T��ON V*C*G WANED U3O9 FACTOR SHALL MO BE LEsi THAN MINIMUM SPAIIOO W*nEO .FUR SAW ANOCR TYPE 94 INS %HMMU 2 Ifr -_ ..,_ ..._ _ _ 3'• ....,. ._ �_.._ §IlW i,DD lIr it A -,._.) + -sryy .^ L f AI a' A Z4Ptra as i- +'y{ 7/rI'i _ 5i a } R -._ f : __- - _I i {, r e. EA • i i #T4-70'}. AAHEEA , X.L.js•a ,< sls2* HNa Nr + (oe aNd} ,.._,=.. BLOCK TTEGYJ ft" MW1i MG INSTALLATION SECTION 59 0 (,��,'tiiy PANEL SCALE 3/B**.7" Hurricane _&- a) U) 2 C0 O� N U N a)Q C o O C .CM Co U -0 N 0- Cn C = Cz O = /CD� N/J 0 C C O0 0- ^` W (o C O a -"A LL A•I- p M > .W v+ N 2 s_ 0 a)O _E ._ `�/�/�� W � INSTALLABO ! DETAILS FOR OPTION ,FETY NORM PANEL 51t57Ek1 INEALL919N DETAILS FOR OPMON' ' T rM L N=* alp "- Him =ft PANEL sirslEia INTO EXISTING QDUES itV7t? LT �tit3E�p STRUCTURES - cr, r.r__7-r T w; 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E,D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ELI) MINIMUM MBEDMENT OF TAPCON ANCHORS AND PANELMAIT FEMALE 10 & PAWWAM PLUS INTO CONCRETE C.. - , / -: p , _: _ ., ,,,r.»,r*.(..»,,,,•„ ,„ -,- I ,..w 1 ' 1 �, i i I I I IAGCORDMNC£ WYTH TYRE 2D20 (75ki EDfiION) 6f THE f`LORIDA BUIIJHNG CODE. Bl4GK SHA3�.. .BE1 I,1t'.:, �:,, _- I1„%,_ ' :. x... ;m r _ ., --"'� �,I 'e' OESM.N WkMD LOADS SiVLt.. F3E DET£RANNED AS PER SECTION 162D OF THE ABDYE MEM147NED CODE.. T1:2 MUQRA6NX FMEi£ilMEN7 ti6 1 s"eX 7 $' - tt I 7 N„� .u,•, :, . ) / / CALK iAxcHQRs s ALt s /B Alf GO ERETE. iz ' ,ii •'r �.,f . "`"' .., .,.. •-. , - :.. ;.. :` :.* .* ,. 1OR A WIND SPEED AS REQUIRED BY THHEE JUIRS@tCTION WHERE THESE SHUTTERS WILL 8E IHSTA°LL£T7 ANU NO::EM ENT NV ANY MA. tir: )F IE�AAiF.R A .^ : ii f HEAOF.R ...,- ! :.: WAQD 7IFJi6ER': { v ..: :.Y100D !I s,.. -,, r _ BE`OAN i riNi$H TERAL SHAEi. ijE. PERMNTTEO, r 7-9: ,, yWQp7pp . , ..'... ,:.:.. ,. y ::.., .-».._. ,i EAGER ...-_ '-. .,, FOR A OtRECTIONALLTS' PACT : K D... , G AN NOT t- - .r .. r RE.aDUgTEO .,�. AiRSF4C0 ,.. ,,,. :.,.--RET%NRED r._ .-• .-.. a RID i i OR d 85 i15@i ASCC 8 D SMALL EXCEED THE W4X MUM (A.S.ii.)Y 4 iN-ZOSSSIDEWALKBOLTSUSE➢SMALL. 8E LONG .. U ,.:... .,, ( :., 'i... -, w ,u I '.. ,. •; ,.r „. ! 7i£Ow s .... .. DEWN PRESS' E. T l �:. r,N0i1G1i(SilDLa1 #,P11` FINISH MA7ERIAi. E%YST'Y TO ,.."-. ; , :.1. ( , -"' �- _ a:. {f T 4 « 1APDON @ 8" O;C, UR PATINGS NNXOATED OFN SHEETS 25 # 28.s . ,, ..;F . , . ,:- , .. I e : 1 4"', TAPCON @ 8`Q.C. Ems: 3/4 INTO ANG,HORS. !e=z0Lx # 4'P TAPCON @ $ O.C, Taw-YATN%R4 @ 9' O.C. 1/4'a TAP4YAK @ $ . D.E. ,...' a{{ 3 A a TA"CQU @ a" d,C 4 , 1 i 2 MIN. THREWED /' A DER T VER FY : C N N101) r.. ,. ,,,,.__{/ .,, . -. , m . y..-...., * ,. Y .„,_ , . t _ / -. / / k -,: WfT 1/2 MIN. THREAOEG OR O. I THE ABOY£ ONDITION, ULTIMATE DESIG WI D LOADS. DETERMINED PER ASC£ 7 lb-:. i 2 MIN. HUWApED , . �: 7. 1f2 MIN. iHRPAOFO ,.. :. lI 1 i 2 WN. TeRFA)ED a , _,. '-W 1 MN: a .... , - , i ,,.: w / >a <.6 f tI2 'O#READER r. ,: - - sx. a.,, :. r. „ , PENETR4T7DN AT.WODp :, PENE1R:aTRN AT Y/000SHALL BE :FIRST REDUCED TO AS.D OESN WINO LFJAOS $1' MULTIPLYNVG THEM BY 0.a RF ORER: 10 B3 iN Ti ,... //://n A. * $ ,P - .. // r ..: , _ D ) CASE HAT PRECAST :STONE, &Eft PRECAST CONCRETE PANELS BE. FO UND ON. THE EXi5nMG WALL. �,. i :.._PENTIi#A.. ON T OO , y „ WAODN A7 YlGpd ' , i I PENEIPATOM AT WOQC ,. a g. :._ y ,. r .. PENE7FATpN AT WOOD , r N ER N, :.,: _ a .. - ,.. t 4 , ... t , r- LEAD HEADDER TO COMPARE THESE Wf MAR. TA.SD) DESIGN PRESSURE RATINGS iNDLGATEO ON SNiTEiS 25 # :2$:. .ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE Pf [ HEADER , • •, �' , t1EME'P _,.:.. i HEADER • i s I VIFAm �. , 1. / BEHW40 SUC?N ANF_t5 ANCHORAGE :,,,, , , , . ii :: , f' `; - _ .� SHALL BE AS MEHRQN93) N i D A ) I1 CY- I .r : le i $ IN ORDER TO VERIF7 11-AT COMPONEHYS AND ANCHORS ON THIS P,EO. AS TESTED WERE NOT OVER STRESSED, A WX INCREASE 4 i 8,1 AN B•2 V C*°a 1 1 if2' ' x zE2_ '- °i )2' .r , : r, 7/2 1/A` + Tf2' 7 4" 3N ALLDWA,iM:E STRESS FOR WIND LOADS WAS fi5ED NN Ti/E1R ANALYSIS. FASTEIIERS SPACING TO WOW HAS BEEN ?Z • - i :. €+ ,i I/4• ._ ,.,, i 1/a ,.. tyiE I f r/a s, I -;- ,; !2 1/4• i%% i ` ) i f ?IBT, - 'd "C I.i -: • I. I _ ; } N Nor -. i } r�t r , ; ; .1 ,,,:. 1 ,: ; . f ... Ma . _„-. r, MIL. _ _ DETERMINED IN ACCORDANCE WITH N.D.S. 2015_ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL # THE RECCMMENOATIOHS AND SPECIFICATIONS OF THE ANCHOR'S = O" _" € - u@f!..__._H I , I T _ _...-i : r ( I., 1 I - ..._ - - i ua.__- - "-') ,p - ' i ___ --1 MANUFACTURER, N a.- ,; > 2 s S.. i ,.2 I a ;: i ,.2.. . ' ;: +. i { , 2`'. d WOW HEADER i WOOD HEADER .i °# STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE RUES BEEN VERIFIED IN ACCORDANCE SECTION !8 B = . .Min ': I r Mn. .. I+fin. • , _ . Mn ! NGi -, ,' N», WITH 2 # �' :- "1 ! . -t ! .:.i i '-�-_ _ .. : 1 - REWIIEE7 - I I§ REOwRFD - THE P- 7t N 'T' - , t-... DE AS PER FENESTRAITON TESTING LABORATORY. INC, REPO. PR0I S, AS-201, R t i , .: 4; _ § :- -_ ; '+ ,. , :. - OF TT4E STRIlCNRE WHERE SHUTTE Nca er��;, ,,,.. E ABOVE MENTIONED CO T REPORT 2932 ti T rt Stiki BE TFtE RESRO#MSTBMY # tTE COFRRACIOR TQ VERIFT T)# SDUNDMG55 I. COOT. - ` =? i i;. { '�NT - CehfP. {� TAS-202 AND TAS-20J, 15 T6 BE ATi'AGHF.D i£1 }NSURE PROPER ANCHDRAC£ TH15 SHUEFER SWdL ONLY. $E ATtACNED TQ CONCRETE. BLOCK Q cOMr. � i T. .1 f 4pp I c�ONr. DR #voaD RAMe suR r s, sy ,.l ., , � , ! - i � E (""j i[ ,V OF THE OPENING ALCES5ING THE OPENING FROM THE ® y • I •'' r _ f L 2: INSI 515TEM FN9 BEEN 6ESIGNED TO BE T, THIS ON THE OUTSIDE VA , ! E , I r i. i 7NSIR£ W b THE USE OF A ER OR Ili, TH+S APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED i I : I - [. ; I - # r , - 1 a ; .Ir E T2. iOf ATTWITH ON CBUIL- G T IS E SEAL WIND/RA ALL BARRIER. CAULK AND VEAL S` WHICH TRACKS IN . AROUND CONTINUOUS 6T -+-* w.. aEPARMiOM I : , , , I - , !! FROM THE INSIDE OF SN#UCRIRE. CONTACT WITH THE i3UiLDAa #0. PREVENT WAD = I I EXISTM - W TITAN, f I I E%LSD.NG N i i i - I », Ss,WSHDN LENGTH. WIND/RAIN INTFiIJSON CAULK AND SE14. SHUTTER TRACK5 ALL. AROUND FULL '? d , ¢ E.- OV&S - -.Lw so.w4 E : I r I V Mom, gjASI-, - , I - ; lI_ 50 04 OAILS IES ION ASULLATWN IS APPLICABLE TO _V4CLE AND DOUBLE HUNG STYLE WINDOWS WHENft-iAhLATION � REQUIRE'D iO BE ii , 3. SER N • OM x tiO ) 1• NOz i. I PANEL Ii7,GM «- ON Is) ; , PERFORMED FROM THE ASIDE OF s'•TRMC NftE- 13. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY SUILOAO AND CONING � � aWm. 777 j ±SEE NOTE i BELOW) I i iiT. PANEL LENGTII i ,y, i ; ! (9F1 NDLE 1 BEL[3M`) t ' PANEL iENOTH t w...r�tPtaAzyN * ' GLASS`' EM,N i i • .:.. 4. SERl6 6 I 1 REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED. 10. � 3 " = E7ILSTIN.0 of OEM I ; i .__. 'L' {SEE NOiF. 1 9tl10W1 ENIST!dO.O T,y wm i. , i _ ., :,, (SEE NOTE t B#LIriY) To sty I ' 1 .a i ,;t L. Max. 2W NSTAttA XiN 15 AF"tat.lCAT#,£ Hid SINGLE AND WUBLE HUNG ANb fi0R20NTA1 SLiDEr6 STYLE WAOOWS WHEN aJ CJ CUSS ` -�T._- n... it__:..:' -.+-- ,,,yr- INSTALLATION IS REQUIRED TO BE PERFORMED. FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS'. AID DOt?RS> 7 E - i NANO STORM. PANEL S"ySTEM•' IS PATIENT - (IDS 35FJwtE_ _ t r . ,_ r __,. y GLASS fp•,- ..sa�tn.c r ,,.._ �.- PRNEi. LEN(ifH __ "xr ' a".Aw-g,n i Tf+'A-TDa}. $_,....._a 'se€r Hai ! `: 7/4'w-2RY:-__" >.._.,.. ,Ouster 4 i aiEO'JLE "" } YSiE NOTE i B£LLI§7: j ,.. y _ PANEL LENGTH ++ = E� S.S:. M.S, TM/ ._.d,.....: ,. ¢ $S.. JLfi. W »._ ':_._. _. ! LAW,,,, Hsi ax r t4) _ -. I (SEE NOTE T aztDW) 5. ALL ALUMINUM -T : f. .. = g: 1/4 a-2DA5'v� . ,._ EXTRUSCIA TO BE $ 03 8 ALLOY AND TEMPER.. UNLESS OTHERWISE NOTED) s. (a) .THIS PROD= EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER tS GENERIC .AND DOES NOT PROVIDE „•,� e 7,!'B•w . 3/32' "`, i 1 ;. 718"w x 3I32' '•,,: ` } ' GLASS p : S.5 M$. W'f _ _ _ _-( 7 S } . t WAD xkrf ALIT I . .$ i 7 aM a 3}J2" ' .. __....� INFORMATION F A SOL SPECIFIC PROJECT,, i.s. WHERE THE SITE CGNOTTIONS ddEViAT£. FROM THE P.F-D, =_ .....::d ,..:. ,:_... B T.._.,. WPgD L �-•r- :? .,.__ ....-.,....-_,..:g _.............." .--, pjNO. NU7 :-, ' ,;. b. ALL. ALUMINUM SHEET METAL USED AT CLOSURES SMAL,A. HAVE St4B-HT4 ALLOY; _ £__ ._,..,_ . _ _ ., a._ - sI -_-'+. ? __w3;„:,. ,... "v, e ...._,m..,.:, ,a, _ ,, . "A. , -,. .:,..i' 1.. o) CGluT13ACTCR 'EO. f#: AESPORSL[lt.E. FOR THE S@Li „?ILIA PURC E. AND i..., IN ` I I I I # , !.-_.,....__.u'{;,,.�,_._.. -,. @ ( HAS tNSTAt3AT ON HMCLUD G !RF'£ SAREP7 OF' x qF' i I. • '.:j f 1 R f 7. ALL STBEr.. SHEET METAL PANELS SHALL. HAVE -STRUCTURAL Q STEEL_ ASrM A- 5 "THIS CT.: P .. ._§.. _. _._.,} i I �T 4w iAPCON_.:. __-_ . _.. : f( ( f „.. I ;.... U OAW75° E+.., •853 CRA:DE. D Min„ { 'AhfIXEO STEEL F"RDOU 1MSUA QN TINS .E.Q.. P72047DED NEr/'SHE DOGS NQT`.dEi1NTC FROM THE CONOMONS DE7NYE0 ON f� " i I' B�D.D, W/1 7%Z`���', i , .� 1 j 4 ' ____., asOMA;ION Wfrym 58:5. "I (AFTER ROLLED}. THIS DOCUMENT, C�NSTRRUCiION SAFETY AT SM is THE COTeTRACIWS RESPONSiOUTYL, , ._.,_"_ . _ 4 : t 1MO'. THRFd41ETU ,. I tt I -. -. Iv _,..__,_ - [_ ,--._:-I .1'�. _'.:. t ! DIJN AT t _.. �....m ___._ ._.: ✓,',:.._. � 1 ) 1 ' i �i $, All SCREWS TO Bf: STAIN STEEL 4 DR 3t6 ASi RI R R T c c Y :: ' :i Ci y. f T'ETNkTRA S` .}, f .._...,..a ¢,... LESS 3D SE ESQ GOR.OSOM RE5t5TAN COATED t,APBON STT}2 A,. TIER INN ()THIS PPOOUC..£VAt,UATON DOCUMENT WILL BE CONSIDERED INVALID V TMWXFlEA: :.: IMIOIWOTH PTA7E ,. ._._, 1 H , , I ,-. _-_,.._,.,. _ .sj.__.. 50018 W/ W Wal YIELD STRENGTH AND 90 Rai TE1451U STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 tl SITE SPECH3C SHALT. BE P. 11 I ' ; " _,,, i : r ' i , S) PROJECTS PREPARED By A FLORIDA REGI'3TERED EP44WEER OR ARCHITECT WHICH WILL -1: ' -,,v ![-�� I _ t- i _ I ; � I�. I -'G 1: , , 9. DOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A1Si 304 SERIES STAINLESS STEEL Wrmi 38 kii MINIMUM YIELD STRENGTH. 'BECOME THE DC4WER OF RECORD. (E,OA.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 4. "'----" _ d - 1 61 3 . ' U TO E "P. H B� ENGINEER TT£R THE OF RECORD, AC'IiNG AS A DELEGATED PIGMNEER TO THE P.E.D. ENGINEER, SHALL ' - NY , ('''� 10, ANCHORS TO WALL SHALL lE AS FOLLOWS 5 IT THIS LA SITE SPECIFIC WINGS FOR REVIEW �0. - E6. +' �' iA -` ".- _ ",: :� i i (� '.` r..-i i T"' (A) IO FY. L°+T!,,�PS.,.;:'REI. - , _ _ _ - ___- .` ,:. : I- -� ; -- _ _ :.; F^-T (A) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAT. AND SKAATURE # THE PROFF.SSONAL ENGINEER OF - -'•0 . ED. _ ,#f LAG. `-I - 4, :" F #' 1 "� ," - _ T[£coRD THAT PREPARED IT fA -:'` `, ' } __.__,-. -..1 fD. r " .__ L ,.j ... -` '- ________,-1 - __ f_--__1 = } _ - t/4'« TAPCON ANCHORS AS MAHUFACTURETI BY LT:W: BIRLDEX, INC' (MIN. Fc=3192 P.Ai.) y i L. C'QR. ,: s - -_t. r 1/A'w.20iJ 4'SS- MS. W! + .,r t 4"P-11tr3 4"3S 4S. W/ , ED. 1/4' w % 7/8' CALK -IN AHCHbRS. A5 MANUFACTURED BY DEWALT INC. (RAIN. 1'ca3i#Xi P-sf:) f. :: '--�® \- :. CONT. 16 a ;, _ - T E4.. .__, _-/ / _ _ j r IS. STORM PANEL MANUFACTURER'S LABEL. SMALL 13E LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 4 t I;, r ! 7(e wx3f32 WSN6 TKT I i I - 114-10 PANaMATE FEMALE O 8. PANELAATE PLUS ANCHORS. AS MANUFACTURES `BY ELCO CONSTRUCTION PRQDUCI5. ;'. I7fB'W . 3/32 WING NUT °3,fe i , J/32• YANG _. - ;y - W 1. 1-_ 7/8 wx7/32 YANG NUT E T ACCORDANCE WriH SECTION 1709,9.3 # FLORIDA BCLDAC CODE. OFFc LAJ#.L 5rf!WJ: DE PLACED rOR EVERY OPENING. -- ASFF'R O 2 1/2 O.C. . WASHER (BEYOND) Q EO - I (fe-3350 P.A ) -: {f -. WASHER & 12 1/2' O.C. ,HU• WASHER (BeYQ+o) , _ i°i:. i 4•w TAPCON 4 e' O,C. L - - __....._ __.__ _I L f _____ .i S 7D9.9.2 OF THE FLORIDA BUILDING CODE, 6 .:' LABELING TO COMPLY WITH SECTION t '.. , _ 4 i # '4": TAPCON O 6' O.C, i, .) ' M i , i T i'i T+WaON @ a' O.C. . I 2 �?-^#-f _ L ' - - W STUD "'+: .- __ s/TAtlGERFD W SRO \ I. ' 1.: /7 f�2` MN. THREADED - ANCHORS TARO POURED CONCRETE SHALL BE 1 _/ AND 2 FOR PkxF1MATE fi lsrAROENr� / ) (; T f ) , . i:., PET1ETrtA7roN AT MIDW10iH a, S. ;; 2`i4' V100O PTATE f �r7j$'w . 3/J2' YANG NUT 2'w9' WOW PLATE '._7/B*w . 3132' YANG NUT A.T) MINIMUM EMHEIlMENT OF TMCON s'4° r I T) - i , • FEMALE ID & PAINELMAT£ PLUS, W 1 1 1•Wii AAT MiDMIDrH .' W/Pt3TLTRA7IDN A MIaM07H ' :* t (I IF` PLATE .,.... _ - - REQUIRED $ I ASHEN @ 6 1/4' O.G. REOUIRED �' if 'MASHER @ (BEYOND) . { 1Y I _ ,. __._ .. _w'. OF PLATE OF PLATE '' -';.-- ` ` eYXO PLATE 'As4' WOW PLATE i A2) MINIMUM EMBEDMENT OF 1/4*« X 7/8- CALK -A ANCHORS SHALL BE IS 7/8" INTO CONCRETE, 140 VAEOMENT INTO !.__.___._,_.,1'�"Ai" WOO PLATE ! "z `':11� "- jt4-70 PANELRATE PLUS .. - _-,-.i..,,,1 I I' 14-1a PANELMATE P-4 �, i fi lf4" O.C. W/T. 7/f! a ': @ a F/4` Q.C. W/I. 7/$ ..-' .'... I.' 1 ANY FINISH MATERNAL SHALL. B£ PERMITTED -REQFR® f_ ,._�`....,,..,. ,- TNaDO T+tATE � N,FfI I i,A�i t„JQ IYALL !(4i!_iNj NG f,MN. THREADED REHli7RAT1DN f I 3 : MIN, 'MREADED PENETRATION '•;.. k :. 1/4" D-20 SS SIOEWAiX > iS USED SHALL BE LONG ENGLE; MOUND ANY }'TkeSH MATERNAL Efti55r) TO :ENGAGE 3/4° TALI LILTS iAllwi ATIDN WA I AMOLNG INSTAI11TH3N AI RNJf4tT/F t�l AT AOi WRmt OF PLATE AT MIOMDTI OF PLATE ". mi"�,�I§ .I ,.,... ,* _._,,.:. '�.:..,.? .i ^ ..-.,•.< , .Pro A,HCHORS: A� T h'//# SCALE 3f8'�1 LIFE. AF PANEL ,,...... A,3) IN CASE 7HAr PRECAST STONE: PRECAST CONCRETE PANES, OR PAYERS BE rQUND DN HE £%44'iiN6 WAi IiR. t{� ** *"' �%'M i fi ANFEL 5CA ii 3/$ -i" L AMDLINTIN V1AeI I;IDLINTHATG Hd-.iIL�1 i >s'1'Ii9N ROM ANCH M SMALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHtNO SUCH PA}1ELS, ANCHORAGE. SHALL. "�".• ICES( '- ' SCALE 3/$`�t` SCALE 3f$ ^,» pM9, N. II GiDLAR_ PANEL aTTuV 57 1H#N"1 &yFAA R 'i 8�,y BE /S MENTkNEO rN 0, 1) AND `Ix An2),: t 1w., P idt T ye 2 L F� aa. EiY �P E (B) : y ND.4416T ;' SO=4' ENS `� _ SHALE s/B*ss" r' 't , £ENS `* �' ; sLA E Ste° 7 _ * : A �:C ,. - FLORIDA 8(jiLDINiT ODD£ (High Velocity urneana a Ate• FLORIDA BUILDING CODE Hf h Velocity HuFrfcame Zang ? FLORIDA BUILDING i/4 P TAPCON ANCHORS AS MANUFACTURED BY I..t W, BUILD£%, INC. B LD NG CODE H h VelocityHu cant, Zona i, sTO1 *S&II, -ARE ONLY VALID FOR TlLENGTH WITH A.S.O. OF3KRN TAWS ' ',I s H ZaIN S -•.:' o= 7A 4iG.. - *. UP TO e5A5, -72.0 ' AM PANEL'S LENGTH UP 10 8'-8'. x 1 , s A,�tlO 1A1Ea• t+c FP NOTE MD 44167 r - D F.P. - 1/4" P % 7/B t",d,LK-IN AxCHQRS: AS MANUFACTURED BY OEWALT INC. (Prn.,.15W D.B.Lj i F "t ".: ,a1aw IAIFUxi. P7G -.. _ FIR * ` 2D GAGE GALYANNZEO STEEL STORM PANEL t � _ _ * : �`` 2 GAGE GALVANIZED STEEL STORM PANEL AaMa �: �..�� •. ( 4( 20 GAGE T ALVANIZEO STEEL STONY PANEL «wxm e 2. FOR f$II PD4}D ITTAAE CONSTRUCTION WOOD MFJM4FFS TO BE SOUTHERN MD, - 1.. IN3'.A.LAiONS ME ONLY VALID FOR BUILDINGS WITH A.&D. DESIGN. -LOADS - * i ». _ _ Ai4-i0 PANELMATC FEMALE K) AND PANEL#MTE. PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION .4 -- POE ND. 2. W/ SPECIFIC LERSITY OF 0.55 OR EOUM_ q iE :. .M� `- - aF UP TO *95.5. -72.0 PSF AND P NECS LENGTH UP TO T--B`; y iT k.. ._......___..__� rmwrwr. aF PRODUCTS (T'm 2077 P.s.i.) �` .. N 1H�__.-_ y*I* n7fWw7o S ST / �+/► B�'AL MTECTiUN PRODUCT'S, LLC. HTc :, ^i' ••.. +`i. 1 i L. L \v'Q TMe. awm aW, wi straEr s; FOR NEW WOOD FRAME ODNSTRLK:rIDw WDDD MEMBERS ro BE 40U;r+ElTN Q a BAT. PR'DTEAWK. FL P"R.ODUCTS LLC -- •, O F IIna Awr DR W. FL, SIREMI4 hNE . a, wf FRAMSPECEC NSTRUCDENSITY OF ass DR EQw ': ijlC. 4 M1F &' r ata GLOBAL PROTECTION PRODUCTS. LLC. OAI: �r�_' s OR - 1.11 f _(njMc HI00Sw 5t C, aw s v. r Las lvr n.m,E n MIN I31@E: 2G-176 Mr FPS• •• •, sG, r •r. aiT. a. k JA, Nor AAIO¢ n- miw. FMaNB 0� )Ma •Te, rATC La4New-eK7 20-T 7S �i fi Ai . >t Pa. • 13mH qI-Tax . h„ Ts.1 m ' • •"•:••. ` T 3!w R, JJ6 sltapaA�, a �� 11TaiC; PA4 DAv§E h 3a}Ti 2D-176 (WO4 kIm-xn7 TILER TEYrFrO • AYTO a 7 FL SUft Mi , Pm R!-OJT Te : pMa1 AH-§im MA 1`S N ti s r.., iPAi u,-ux. T.. SPA aTi-fw (-'+s.s, FAX; Twe�w-eat �. ,w.sw )- ,o-m,,. uwwNc N.: ... .,�§. iaT o•.. WAwew. >m cIMAvw AAA ,� _ teb a. r xa .attar _ y TtyNHi LULN, P� $rJ1.f MTfA 4'fE TSL-a00w'Lw. i as tr-us. a.♦ mrI w Ra �NNFI MANTEL 5EAj"-TYPrAAx ygrLTEPA pl#.e P,L m n-ul PE glw.(9GIariRFf611E 04-000871w WNt7FA A MELT 4, P.E _ - * WeET n tS _ _Cat * _ -. __ - - % _ - eM.tFN A 1R4F dr., PS. aM.ta-+s 3 9N[t JI OF M � IRANEL - _ (SCALE. 1/2-i . r,__- 2-581 ......_-- _..__ -. ._. t .__ ----- __. . .. .. __... - _ H ..--2.5 " -• 1__ 5./98 (TOTAL WOTlN) -, I_ 250'. i 2.2581 ,._�._ �.___ _.__ 1. __ (EFF£CDVE Wtf7kO----__-__- ___.. .__ - I ._ ._^, '. 6°-I 4J��' -L39O._ f--I,3S0'_ ,- 1.,)W'-- :°11SRO- '--- i S #r - 0op, 075` _ r 2.50R' T T 1 '/ �� yP• ( 7P• p-I 2z44 i A38` MO, 1}M%( H .! 3.EOO' ( 0 EMMEO.,.. 2-500' t E.Ei7' p ZEa STEEL - EDGE.-. t 4 j j, r r:� cALVAA 2 5 jff < 1 .2ia' 2.OD0' 2 "Y � A -BSI ' R• U ! ASTM H TYP �" EINMED � If DETAIN. A AVE 30 MORAUM. l� A__...d EWE O-«0 CALV. i AE A -$£T 48.5 � 1 R •7 4 _e- --I S ? f , . `s'tT, 6 I 1,.25R ..........._"___,$,2Sa'--_...._., __---- " gip':•.-+,•.-2.d7C"-•i ;'St7* ,,. (1) REVERSED '"h" TRACK ( [{�'�'•�.RSfD * w TRACK " PATMs E7d0 up r - .750• - Wf HEMMED FLGE } } "I _ A.ILM -, ,-2 /<''b.25D,� 725' .125II II `ryy�- i ISOMETRIC VIEW DETAIL A 2.0m -1` 1 ! 2.00 ROUNDED CORNER @.ENDS OF PANEL'S -" y 721 I END LIP W/ HEMMED EDGE .' JI ; I__ i SS _ 1,5 Xg ,250".. #T 4 Ji 5 � x5 f94cx,i AL Ai. U ANGLE 1 T 4 VRDE B081-TB Alum. ALLOY •- t5' yjIII, % S I 1 i, (.� HHNtry I ,I i • (TyP.) y0 . vG�iils+�lit+�- N T!._ tL=j�I *' - FLOINDA BUILDING CODE (High Velocity Hurricane Zone 1 __ sa - woxa 1ECq We rs+, A 3„ Mox,� 7s`�l''. TE DF ,k- Z �,,, 20 GAGE GALVANIZED STEEL STORM PANEL DakMi pdF ARID __ ' • ., tS , ••••.• ,-... ,. --- "" GLOBAL PROTECTION PRODUCTS, LLC. °tJffi"'!" r 1 L E EH"Iw O we SALE T #t g ,. MM-e ANGLE I ZQP ,. 1z' ",t NAV - , I _. 48a0 s.W. ii STREET TT" LONG rN +nT{NkIN TEaTa� a ENawFFJCTR Cr-, 71ANSi n. n1k L M,w iMt 3LQ#. Awl, MRia R W PNaNLf (DO1)Bwpd34D, £A7L (A5#$BdP-1791 LOGS-T5 APUm. ALLOY TT.w +I,JaO ncA-aoDR71D � of SAS+ N DOM r mw 'AM.e ,rme LVMW+w #+A P&. SFAt✓ReNtM pat rpM,TEM A iji PE a _ A - _ MNTt 2x BF 2s 3'/24 Ism M91E 3 BID" Y�1 jI,4i7- sins 1'/24 * 4',/24 4 W/ aA W/O (D- tm on a.2004 3' Ma.. 2'/24 I► V/24 4 SPEAyT,, PP2NNEELL 8 0FE wm a tex.OM.i fGC OWKTEFE Nit SEE ��- 0060 iE A"CHOR5 lTJ• 3' Mw, @ €•Cgs g�3` SCHB1if1FO W9 SNiEf 2A;'F[m W➢W SCREW,a,++ t' Mfn. �!T i M•a E SECiA1N5 ON 9iEI7 26 ;Mae.: ! (w �i€XRS ON 3HFEr 783 `�; "'l t` §. q. I• A5 ' Ar.2. tail' .. 7 - i at a. - ~�� I ( N i 3fl f p i I ( i* I I �I I [ I I c II, ; ,i i, i f 1 Ii ii ## ! � F I 71,11 i=1 ! il,�l I 11 i - _;I _i+ _ 4-r SR , -r T-'N.EIR) ) ( ) iINT€%P,TR � RttLTROP PM � v Y s-1 f .. 13 FT'NRj ( EL) i (ENO pN+ELI {( (END ANEU (DlfEitlOR P�.. 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I' Min AY FND DR '1 I/2• I rf2` A FJtp PANELS) , SEE s€Sim Om s im 28 y�� 94EMR PACTS' ,, a�`T _- 3 fl OR p W/ ca W/ON . (b EAC s LAST' P4NE1. 1(j r0 8E OSTMLED AT ilCN OPENOO AT-- ff PROWOED W/ LABI PA6t� TD PE N.iTA XI TYPICAL ELEVATION EQR Sr"Ir" "IREAR A7 W NACU A P6TALL'O W/ REM HANDLE to INSTALL Ai FROM Rdi FIN INDED TOE IhTALLADON IF INTENDED BE INSTALLED FROM r I INSTATE .� IF INTENDED OF TO OSIALLEO FROM iN5(OE OF STRUCTURE - IHti10E OF SfRUCi{1((E. '*. R 964E 3,W - f• 9Wf W - 1_ I-1/4 Mac GIP .-.1 f4 NaT:, 1/4' MS OAP W4-NAY W--J- It Or 2OR0-v-W/a V:l•o Ft TM SfCTIDN A -A _ 9CdtE 5/a2' • #' -. SCALE 3}*%2" - I• (T), NN E, 41}',$IF9: 9rwD• E - 2 NANO STORAA PANEL SYSTEM COHSISMNO # PANEL. N9HA- f,,srnL. YR.A£AC$ AT 70R fie P;Md€,t,MAT'E PLUS OR 15' LONG 'aERii`e AT EKYFTOM W/ PANELMATES,. (I).:DEilttl'TLCN OF 2DDO;.. E - 2 MANG STORM PANEL SYSTEM CONSISTING Or PANEL,. Cori. P& r.PTi RAC94S TOP BOTTOM, . 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F`aR INSfAL1AT10N5 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (4), IN CASE USE ENO PANELS ARE 'IR` , RANDS ONLY USED AT TDRjj A7 L.€AST TWO PBOVE. SHALL Be CONCOCTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL BY MEANS 4TF PA4ELIM"S. ONE INTERIOR PANEL HOT£ U tYSING SPECS iNDiCATEO ON ( ABOVE. RI SUCH CASE, CONNECTION #PANELS MAY BE USED JQNTIY W/ 7RACR {�3 AT TjO#'TOM ATTACtatJG BOTTOM TRACK TO WAIL. TO BOTTOM TRACK MAY OCCUR AT ANY PAWN. LOCATION. Yd/ TWO PANE71µ115 i'O(1DW7NG STACENO SRO" ON ELEVAT7(NN AND W/ v 1f2, (5), SEE SECTION V, 3' & 4:• ON SHEET .74-: SEE ANCHOR SCHEDULE ON SHEET 25. m. EDGE DISTANCE FOR THIS CASj, iMEWUR PANEL US[D Y LY] DOES E NEW TO BE T6 MIACENT PEIN (T2PIE t_FFT & FOFdA.S # SHALLPANEINS TALLED t10NLi i TJt�}'A�fiHA� SLIGHT 'FHATNOT A •` . •..-"r%'-�, THEIR OVERLAPS RETAINED BY .. J i ZGEN •`. sk'';'a>;, t FLORIDA BUILDING CODE (High vel.cay Hurricane Una) _ _ g .17 PAYlo TATEi`.O. 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Mi SFAitY � SEE SC44,DIliE f T iM"P-Pra/1• l�'TeR ukt. SEPNufiDR I 7/:T�/"� 1G a `m% } 7 3�y2'f i To Ovas. I ). /37� Maw I M:. YRw'Mt i I TO QASS. i E1flW DYaIM # 'eran @ a�W10 I m a/yi p�/av I 7 a I DraRA fNtp§I•P I I ORRY 016%. P I a 3 we1D MR • s i i } ; 1 i 1 I i - I y aytmeP 1 •� i 1 f I --t-_ g 8 3 . k_._____._. }. 3 §4 } N lye i 44 rT,L I Tye -Ilc_- 7a11-1-----`��1� 3 1§li1.m*J/*'tcY I I 4d iy i v _._ 1 ^f�-I i}N55 'ru ( 1 C. w % A I. I iM,lJf O 3 C_ ski jI a T i 4' OG_ ( I )' � "{ 0pp a I) .�r ✓ '_, I -t pp � �t �/.r.�.. � i r r itr.s Mm.1 I ,wRw /)y S it ' •'}, I M i.6 ow i UU } I 9 r� I»NfAE2 pC' > 1 1 "^I o i d. I . b ai i N $ LroNcwEW dF- .. k. .. r. 11 C.L ,. ,.;. .: .,. - L ' `` y I r- , 1"o-,..1I4.v- _ ,. . ,. ,.r -•t 4'A=•Ama iF M.s aawotEiE' ._' 'T a f o :-it 2 i ».. 1 'V^.^' ,.>.. T t sfi 3 ,. 1rMP 'iROdt t 4.:M �i. I�,, , j .. �B�T. .. 7 u:R T.3it2.„.,,I ^Y€/. )1R'+*3d.TY':t14 Pn ,§'r it aSj�'LA' ." # 111-11".$. 00,00M '••^..°$'^•Cis.^^. s;. MA BRI/i* rMAUWnl ;, .. t t N4§r.. iMa "�r : Wo hft`T•.21H3/4" i7a TO i y' �#a.1/ a/P wOYI 1 - j °A §56rJ 4' TIa:P�a9w yWOWYC: f "-6 •''� I ,. ',- is M,s-YY - /I!P' tA'. HaE..i awa+Rlc ; >au Y AIJMRAaE alMrw9 ROP�aIw: � JEE ) AfK& (- ,�: +FW Mn NMe TER � MEP ;.'" i,� , IM F! Ma .-•«-'/ '-----rn t' (AA, 0-oftwl1 °N 91SCi' 9A) , � s. 11 a:C ✓i ,3 ._ i.! R AMC#I3$I{'J'INC IKy. w WewT ») WALL MOUNTING ITMST, ' SECTION FLnnR T i kiD iNTLNG INS! BUILD -OUT iAOUHTING ..- SECTION t ,.-= Q SCALE ata'xv' � -2��� _ saALE 3fi�8.«�i' I E----� SECTION 3 10DN A' s.iCsca Av 5WE 3f - SCALE 3/1T' { SEE SMON'r 1100 SFGIWFJEMns " F ) VSF ��,'i{JIaP mvN A w, ,W wM,am(g}i A; I@1AS1tHIUINNN!/1%, •` III, a Y 1 v' 5. O Am1 • f at (✓i1 1�p�}j��PA��. DWTP.M, Hi5F9 TW sD OA 3➢00 �v<i$ �yrrK/ . f p STin`.3 0.v<rAtADDM T)r i al 3twir 23- . ,''� \ V CtY $ W dA) TmtLOOeMeatlrPe r � ND, 441&7 *. �i [__ * - -' Q mP a Do*roM , c =.. FLORIDA BUILDING CODE. ( h Veioci Hu cone Zone rs f � CSO 1M ANY 4Yr T0. 5dR ANe - * a4P3o nTEN. Nc. Lyn\` "' HATE DFer 30 GAGE GALVANIZED STEEL STORM PANEL e fiCTA11 4 � EA- 3ii*,Ala (,�' {,(I+. IYYM., a%fmAiata .WiiA9IL I 3. p;, a i GLOBAL PROTECTION PRODUCTST I.I.C. O Ma: sGAE r , . ,17 FM J2 1 1 �p'YeF P l IL E C 4w O. 1A STOW `n'l IikA MPAe. I+,'Ai�: PF., 3337w Ii s MA W i� n , 2O-T78 e , Tap APY4µ J1 r PAINT tw. wX''Aib, t'Al1§ (wim-W.? Mw. ; TAJR 4M-14m Tp t SUMS wri++.m§ A r -' rTDRAtlaG HI WALTER 4 I'EpAwm: = iof "M . PE arAc/SNINATipidj0pT8.. A. Cn _�., W av C_ -*--a IN 0 V J O U) CL CDL a) U M O 6- U W L. ''^^ V! C13 LLI Q z z Q _I a - SHEET NO. SH 1.2 � . -4--v CD Q) r- U) -m (3) " -0 > = 0 L- L- = -0 ----,- - ---- -----I------------- --- - (3) C�L INSIALLATION. RMILS FOR SERIES 209Q, - - I- - - - (D C�L 0 2 - ik I QQQ E Z HANG SIUM PANEL d) a M -0 CL . � INTO EXI$TING, MQQ SIRUCIURES GENW& NO= i (C) 19 I ; . v�mjm1#jx-jz-r-QLmjm-1 (D - - - �--4 . I STORM PANEL $NO" ON THIS PRODUCT EVALLIATION ENT (P.m) RAS BEEN VERIFTED FOR COMPLANCf, IN ACCORDANCE - /4"0 TAKEN ANCHORS, AS VANUFACIUREO BY I T.W SUILOEX, INC -f-J M6X1MUJd "O. QMH PRESSURE RAnNG GuLf.1 AND - - L " -UM m '6 -�E Cn � � ." 1 :/4-# IV. SCREWS 0 1,1iE "C.w/ I - - WITH ?HE 2020 (7th EDITOR) Or THE FLORIDA BUILDING COVE THIS; STORM PANEL SHALL NOT K INSTALLED AT HIGH - 014-10 PANELMATE FOAALE JO AND PANEILWATE PLUS ANCHORS, AS MAINUFACTUREO BY EUCO CONSIRUVRO- PRODUCS. , CORRUEORRM MOM PANEL LENGTH "L! == - r ��7-- r' /4"0 LAS ScAl 0 6- Dil WI, � >- I i 1/2' Nl�. T.F,Ewm 11 � " r .Z.w WOOD VELOCITY HURRICANE ZONES (MMAR-OADE I EIROWARV COUNTIES), _ 1/4-0 LAI; SCREWS PER N,D-� C =:3 M -cz , Fn -R) ORSTIRG Wow HUZM- % : 1 f1rumm V. - LAC ----" 9 DESIGN WIND LOADS SHALL K DETERMINED A 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WwO 7/116"O - 5/9' WOOD BUSHING. AS DISTRIBUIED BY ALL POINT SCREW, SOLT III SPECIALTY CO -- � � -- � I i 11 " , S PER SECTION - CD -0 Q Jet - , . . n = MAXIMUM AL.S-D. DESIGN ML4W&E &ON 1169.f.) AND QM5PQWjM MXIUUU AMC R 1 1/2' MI, THREkDHD PENETRATKIN . . �� i � i -1 W"00 ON EMICE IV w IMSEAl SPEED AS REQUIRED BY THE 4URISIDICIVIN WHERE STORM PANEL WILL BE NSTAU-M. AND FOR A DIRECT40NAcM FACTOR FOR SWES I OODa= E-Z HANG SM EMEL M MMM L 0. - MAX flenAlitt I -, -< -- I; -110 Cmmo WOOO HEADER. A 1. "I I I 11 � � �'11 1-.%. -0 ja 1 7 11 p, ' ) --- 04CI-1. 114-1- ILMS. ., " to w mm KO�ELBS, USING ASCE 1-15 AND SiHALL AID EXCEED THE MAJUMUM fA,SD.) DESIGN PRESSIURE RATINGS RIENCATEO ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 112- AND 2- FIX ELCO PANEUA4TE PLUS I , , ---- r , . if x � � i A � � , ! -T I , � j , I_- , �, 2 THRU I & 17. '18. AND FANEVIALE1 FEMALE ID = " - IVALIR ONLY FOR PANE, =WAjQhL, AS PER 5E0QW�_I:_TjftUj4:_j�, SPACING SCHEDULE FOR AMULAMNS INTO COMME it =M= SLOCIK A I " , , / 4`11 ---(g�C.�� 014.1' S.M.& - I = I �j * ~1 IN ORDER TO YEAMY THE ABOVE CONVITION, ULTIMATE DES" WIND LOADS DETERMINED PER AISCE 7�16 SHALL BE FIRST 0 0 .= (D , t I � - - - 0 .A I 11 - I"2- NO THRMED I I DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3L 9 rMRU 12 * 17, 18. COO $RAUL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION a "t, I �- -�� i �14 i:A-E 11 E REDUCED TO A.S4. DESIGN PRMUK RATING BY MULTIPLYING THEM ITT GL6 IN ORDER TO COMPARE THESE W/ MAX, ("V.j C2) 6PAENNIMVURVATInOiNREIANDTOED,MPDMTRAnOW OF LAC SCREW' `Vra THE WOOD FRAME UNIT SHALL BE 1 - 3�: ---F� --- --- 4. --- ;;�� - . i , , �� � , I . �, 11 LAG 9 .r I L, � c-* J14.1' S9.S. 101100% SEPARATION PANEL � kri� AMUOMUW A1001S SPACING FOR E, D. . ) t/2" - APPLICABLE M 1, - 4 ,-F,� 01- Ill � , / � � 2 - THIS#= rumm " I "ams Ivel OF 0 IN ORDER 70 VERIFY THAT ANCHORS ON THIS. P,E-D. AS TEVED WERE NOT OVER STRESSED, A = INCREASE IN ALLOWABLE 0 LL - PRESSURE TAPCOI& GALl FlANDAITE FDA" to PANIUMAX PUI!i SECTIONS I & IIAXIMI00, PAWL T� � I E DETAIL jf2A A 11'1�r . '. 0, W � , 'O / "', - - --t -- ---- --- - , I COWWAY" " . � ; � r I Xv */ - - - . . STING wow .Uom � Stl FOR VA 0 LOAD$ WAS f= I= IN THEIR ANALYSIS. FASTENM SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EOCC DISTANCE OF LAG SCREWS. 04M WOOD SHALL BE AS INDICATED IN TV41S ORNWINC L C MAXIMUM A.S.0, - � i, § j /� r- awmr 'ONC) 1 - - DOOR -L jK) 41 T MING NUT 'I x E E All 1 2- . PANEL'S ADEQUACY FOR IMPACT AND WIND REWANCE "AS BEEN VERfIrIED IN ACCORDANCE VAT74 SECTION Ifiaq,L2 OF CA) MINIMUM PENETRATION Of WOOD BUSHING SHALL BE 5/6*. 1,14* f-20 SCREWS USED SIALL BE 1 1/2- LONG MINIMUM - PAID ANY 11! A IM)m ACCOR E WITH N.D.S 2015. M 0 - 4- M .68.0. -75-5 2 9/Ir BOOM - V�Z� 31, 11W. I To Cmilmm TO CONCRETE I ... !��"A-BE�--j . i ,; . : '4 STORM DING - MINIMUM FOR WALLS WITH NO STUCCO, Liu 0 > I I a 3,w zm - - M =7 To - To.=r,t T!-!!!� I 267 - - - 1 - 4 C,A' ii SIX - k- -01 - -CCO EXIST, AND I ,.* . V I L- Or FIR - DE FOUND ON 114E EXISTING 0 1. ,� 1. C- I YAS-201 AND TAS-203 PROl AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE c/) -0 E ,a) 2 , ""Ill. . 2L N/A 11 I -) /1116iA=1 70=0 .1 PER SM 12-99 & ASTM E 330-012 STANDARDS, AND AMERICAN TE51MG LAS SOUTH FLORIDA REPORT #1123.41-tO AS PER -74L3 ---i- - 1 12* Ir N/A A 2' (TOP) I a EA. END a 0 THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAS OF SOUTH FILOR112A REPORTS #01TIC01 AND 102IS-02 DR, AS SHOOLD STL - '68LIT. I - I it. C.5) IN CASE THAI PRECAST ST011 OR IEW CONCRETE P ELA, STUCCO OR WOW 904l .- .15. W's, * wwww AT Omw . .x E Ill l to- sl� e UR )+ a H R I I 'i C TAN F ORIDA Fill CODE WALL. ANCHORS SHALL SE WI ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, U) CD -11�-j 0- - swI, PANEL DORM I I - = WE 0 -, ,% I"Ir 4� ANCHORAGE SHALL BE AS MENTONED IN CA), CZI A CA) "j/,ge`ezw - I -.1 ... . ... 1,1/ .- V POT OF PANEL 12, ,� a" 1. a. 1. - ,!! - - T 1-1 I"r 4� M t U) M Cl S* 1 2 it)) ANCHORS SHAU BE INSTALLED FOL.I.OWINO ALL Of THE RECOMMENDATIONS AND WKNIDATIONS, OF THE ANCHOR'S MANUFACTURfft -c-- CU - 12* ; I WOOI HEADS REQUIRED --k-1) ALL AU0 :N AN ".USCINS TO BE %&�-T,15 ALLOY AND TEMPER, (UNLESS OTHERWISE NO") SEC SHUT 2 - - - I I I I'll, I sil� �I,Vt- AM I � � ZO MIA --;/-;- v. it' Z' (BOTTOM) S.W.- 'I N/A -- WNI - N/A W/A N/A 12 i/2- - I vv.-20 I A, ALL ALUMINUM SHEET METAL USED AT. CLOSURES SHALL HAVE �1405-Hll, ALLOY. = ,!=,:�. '.�-'tl I- sCk , - :� , 'TON - -0 . - U) < -66.0, -7,5,3 - -- - - -- - - 70� OR LJE35 -7, pl�e mm- V w Ix"51L 1 Nx, Wg !? - W/ ; 8 PANELS MAY ALSO BE INSALLE8fHQMZONTAULY` FOLLOWING INSTALLATIOMI DETAILS SHOWN ON SE, 1 TARGUGH 6 15HEETS A � 7- N/A 6 1/2- 4 1/2- N/A 4 "o. NI(A 3' (TOP) SEPARATION V U71 . t - C ALL STUL SHEET M&AL PANELS SHALL HPX STRUCrUfAl QUALITY STEEL AM A-653 MOE 50 MINIMUM, P-60 GALVANM THROUGH S) EXCEPT THXT HEADOl &O SHALL HOT BE USED. 1 ,1�60 � TO CLASS, . X, g - - �41 r. L .w OV,,Lw - - - � y/w mil, 9 1' SKML BE THE RESPONSIBILITY ADF 'THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE STRUCTURE WKERE SHUTTER IS TO BE - - - - i: n, , 12' OX, ) 9 SUPARAT011- � siEtt, UESIGHIAliah All 9�., x� (AMR RaLLEG)� ATTACHED TO INSURE PROPER ANCHOR46-L, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 12* RIA 12" N/A I 9 Ile N/A 9 I/,?- , N/A X (BOTTOM) " [WAY OVERLAP 9 111 I , - �% ,/.-"�Ep- - CORROSION RESISTANT COAMEP CARBON STEEL AS PER DIN . . if) CIA& 1/4-A-4:% BUILDING$. - ----I I N. 16 50018 W1 50 "I YIELD SrPJNGTk AND 90 AN TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION I 1 12, N/A ". I II/A 1 4 7(TO p) 1�1 - 11 @ 2 II/1V M.� . 7 � ,4' e & AIL SCREWS TO BE STAJNUESS STEEL 304 OR 316 AASf SERIES OR - - - 241 1 �13 3.4 1 4 - i = �-u .1 ! YF&R�e I 10 EACH REGULAR STOW PANEL WIT14 J,Zf4QTHS OVER W. AS PER SECTIONS 1, 7� 4. 5, 6 AND ALTERNATIVES III. 3W At 4W ON - 19 I - r . - WARATION i �� - - (BOTTOM) I I , TO GLASS. Ity OVERLAP 0 SHEETS 4. 6. 6 & 7 RESPECTIVELY. SHALL HAVE A LEGIBLE AND READILY VISIBLE MINOONG 1195EALICTINC OWNER OR TENANT TO I 1 12' 1 S' 1 12- _ I 9 - 1/2- 1 12' 11� Ir I I I 1 4 - -1. ,- I i i EVERY OVERAP a I EVE f BOLTS TO BE AST&I A-307 GALVANIZED Sl OR kV 30� SERIES STAINLESS S7EEL. VAT" 36 kvi mOrmum YIEW STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PEREW OF HURRICANE WARNING, . ; 11 I - f- - -- ------ - I THE INSTALLATION CONTRACTOR IS IO SEAL/GM" All, SHUTTER COMPONENT EOCIL, WJ,� REMAIN IN 4ONtil CONTACT WITH A, UMITED TO WO ..f. JLSAX DESIGN PRESSURE RATING, Ft-F-0 - j d .1 , . I i I I 1 J� I f 7, ANC14M TO WALL SHALL HE AS FGILOW'S, I I THE BUILDING TO PRIEVESIT VAND/RM INTRUSION, - - 1 "' ., , 11 -,-, 1 -4 1, I . � I q I I (A) m-D617A1QfQA="Qym= I ATED IN THIS DRAWING PLUS ANY BOUDING AND ZONING RECVLAIIONS + I T g 1 12 STORM PANEL INSTALLATION SHALL COMPLY *1iH SPECS INOIr t A SEE SHEET INS FOR ANCHORS TYPE & SPACING MR INSTAUATIONS 04M WOW REQUIRES KOK. DISTANCE BETWEEft BOTTOM OF PANEL I 9 - Fl PUILOW I ILUJI/2, I I" 1, J 4"'O x 7/0' CALl ANCHORS, AS MANUFACTURED By DEWALI INC A I w I - ,I/&' TAPCON ANCHORS AS MANUFAMPED BY I.T.W. %ft-DEX. INC 116n. il'5192 p) MINIMUM ANCHOR SPACINGS AND AOMWM EDGE OSTROM ARM WICATED ON NO �- 1 1 I - - , PROVIDED BY THE jURISOCIJON YMERE PERMIT IS APPUFO TO, Sall FOR JEAL LESS THAN INOTATED ON SCHEDULE RMCE ANCHOR SPAM - k7-- ! - I ail$ � .-Ii . .. l� � . , : - 1/4** � %/4' SOUO-SET ANCHORS, AS DISTRIBUTED BY ALI POINT SCREW, DOLT At SPECIALTY CO - a __ � t 1I It* I 9 (M.- r".300 p...0 13 (a) THIS PRODUCT EVALUATION DOCUMENT (Fzo) PREPARED BY THIS ENGINEER IS DWERIC ANCU DOES HOT PHOWE 4N-r~TK)N BY WLILTIPLYWO SIP ___ / : L� z I ; 4 If I I T�Acw i ! MUS By TIC FOUAWWO FACIM, FOR THE SITE CONDITIONS OMAFE FROM THE P,F-D BE It 074-10 PARELMATE FEMALE 10 At PAIVELMATE PLUS ANCHORS, AS MANUFACTURED BY FIC-0 CONSTRUCTION PRODUCTS - P=: �, FOR A SITE SPECIFIC PTIWXT. WHERE THIS SPACING "c" INO OBTAINED USING FACTOR SNAU � ,�: - I 11 i Ill - /4*0 ZAOIC MAKIN ANCHORS, AS MANUFACTURIED BY DCWALT, INC. _ , IRAN MIMMAI SAM ANCHOR TYPE AT AND (1) TO BE 1/2' J 11 . [ � , * i I 1 3 - . ib) COMPACTOR TO BE RESPONSIBLE, fOR THE SELECTION, PURCKtSE AND 06EA-LATION INCLUDING U SAFETY Of NIS PRODUCT rl;,-1191 -I .- : � - - �j - � -el I % .M=, ft.x"Em _,�, I-- - - I �1'1 1� - 1 51r FE I I - LED STAMM 2 [ - -i I 11 , , , I I INCRETE SHALL BE 1 3j4'j FOR P L CONSTRUCTION SAFETY AT SITE IS THE CONTROCTINIVS RESPONSIBILITY . --mont- 1,�4*!, ,W& -i-14i.- ++ REQUIRES MIK, V BETWEEN BOTTOM OF PANEL __ --;_I 1 �, -��111 I ��'F I ", - -- A 1) MINIMUM EMSEOWNT OF TAPCON ANC44M INTO POURED CC r ELGG ME MATE AND BASED ON THIS P-EO PROVIDED HIE/5RE DOES NOT nEWIE FROM THE CONOTONS MAJ ON THIS DOCUMENT. MOM Twt 11 ,;AWI FEAMALE, 0 ,* ... ill Mason[ AND @ TO Be 3116- 8 "I I N ". � - Ult. =` i , .-j ------- � a , I - 1 '/4*#-2W/.1 Ms. 1 .��4- FOR ZMAC l AECHOM� . _ -694 - � � 1 " � I (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INWIUD If MODIFIED ./I- F 1=1 11 "ITT 0 7 - A,'2) CALK -IN & SO D-SIET AWftDRS SHALL BE EMBEDDED 7/S* INTO THE POURW DONCREM 90 LINIEVAIM INTO *Zwm wqm 0.) 21/7 NOIT 14 -) � -JIL I / " U W, 3 3 3 , 114-0 LAG SiNtUo a, or, W/ �!A,, III - I , � , -TI-1 , $ 8[", 4/,, BE PEASI M 11,V #�O SCREWS USED SHALL BE I I/2" LONG MINIMUM SHOULD SIUCCO EXIST, . ilw,AOTAW� - a JI kT-1 No. 0 t 11 I Ji 9 1. Z116; "I STUCCO SHALL (4) SITE SPECIFIC- PACIE,11 .4 SHAd BE PREPARED BY A FIOROA REGISTERED ENGINEER OR ARCH MIT WHICH WILL BECOME 11HE - I" Me.) 11 3 1 71 11 �',-�-�) I 11 , � ,�, I z AND I' MINIMUM FOR WAU-S WITH NO SVJCCO AND WAY BE HEADED SCIl OR ALL THAWED SCREWS W/O HEAO, ENGINEER OF RECORD "Il 9 I FOR THE PROJECT AND WHO WIU BE RESPONSIBLE FOR THE - -7 "I/2 3 t/2 �- 1 U141 E--- gio;m- - `M* "I I " 'p", K� it. AT MrAN 0 K G. DE, � 5, 6 1-,'M�/4'," W/ 7/0'ft3�32- I A� 'F ME I ,,-, "� I I BUT wilIN WWC NUTS PROPS USE OF TK Pt�O, fiKAOR OF RECORD, Amwr As A momm sHIDNEER TO -w �-=-E, r,g!�-, MK =z*:'L.-,1Vv I G 4= ,A ail 4.4 . '. , am els Pwasaw FAC�m . ri - AK( P.E.P ENGINES. SHALLSUSUMIT 70 THIS LA7" THE SITE SPECIM DRAWINGS MR. IFEVIEW, I - - - . SER l000 LL 11223 � k -,. 1,14 $am a a� 4-c- */ - 'I - A,3) IN CASE I)IAT FILMST STOW. PRECAST CONCRETE PANELS, PAVSS, STUCCO OR WOOD BOARDS DE FOUND ON THE t� LAC -, e ,a IMIL&ULL001 , � . MI OPIUM PENETIMTKIR 1�,I-Ltt INRM WI/ , - - 11 UID111-PU41.1winm HAM 2"W I ,'I , . In .... I , EXISTING WALL OR FLOOR. ANCHOPIS SUALL BE LONG ENOUGH TO READH THE MAIN �STRJCTURIF SCHMOSOCH PAINEI's (0) THIS PrE.O, SNALL BOAF THE UAITE AND ORIGINAL SEAL AND SjOINITIVRE OF THE PROFESSIONAL ILr - - - EDGE l 4 1 14 ,, ,Oac WOOD IE �, a 0001M Of PIATt - SIGAILL I14-.1- � ; ,� I � ill ZI? rowett ,,I.( Fw OR ANCHORAGE SHALL BE AS MCAIDURM IN AI) AND It, A,2)� ENGINEER Of RECORD THAT PREPARED IV I I t T 1 1 1 - . - - I I I I -1.1, (8) M-oam-�9--CQKBEZ-%ZKALALL-ASDLI---% )A- SHUTTER MANUFACTURER'S LAGE:, SHALL BE ILOCAIED ON A READILY VVEILE LOCATION AT STORM I I I/r I . - ,L� ,I- 1 7 1 lac , WERMUVE I *�m I I � BUR -"y NIG - ;/4' 0 TAPCON ANCHORS AS MANUFACTURED By , I W BvRm, INC. FANEI SHUTTER IN ACCORDANCE WITH SECTION 17091�2 OF FLORIDA BUILDING CDGE- ONE LABEL SCALE 1/"-I' � , , SHALL BE PLACED FOR EVFIRY OOENINC, LABELING TO COMPLY WITH SECTION 17095.) Ov THE I L ' � F1 AIL NR 9 F - IC 0 . 7/8' CAUK-w ANCHORS, AS il FLORIDA BUILDING CODE. , HUFACTuREQ BY Ol INC am , 1 - I =R TO CEILING MOUNTING #W - i/4"O A 3/4- SOLO-W ARGH011 AS DISTRIBUTED BY ALL POINT SCREW. SOLT A, SPECIALTY j;tT� , .-I ALTERHATWE i , 1� STRUCTlIC 11111101, "101411111111nill" I AFLALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS.D. OESCw, LOADS - �� I - - I I -I 0 PANELMATE FEMAILE 10 AND FASELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCC COHIS RON P M I . 'Pt"HAKII'A, SCALE Ile.I' ,/4 L� 7-C +AKLO, -75-3 pAt AND PANEL'S LENGTH UP TO T-10' e I , . - V 0 ?AMAC WUN ANCHORS, AS MANUFACTURED BY DEWALT, fW, A. f14 - -1 1w 14 1 - -- R ,DR NEW :CV/D FRAME CONSIRLICTOM WOW MEUBEITE TO BE SOL"If-AlN . K� -% --I- . .. �:. �. M I v , n . ". !4 I ^ � ,'-_��V' !�.! L' IiP7 SCALE i/4 0.1) JAIRNIMLIA EMBEDMENT OF TAPCON ANCkOM ELCO PAN"ATES AND ZMAK MAIN Al INTO THE .. I e - - V -, [ � ,- , � - N Al INTO THE `- tPi .. . I% PINE N.. SPECIFIC DENSITY OF 065 OR QUAL. � . vkc,EN ' ." FLORIDA BUILDING CODE J!L*2 High Velo0y Hurricane Zone) - , I ��.* ..- 141- BLOCKI UNIT SHALL BE 1 1/4* . 1. - " . �tllf$&`., , - - ""*" , ., - FLORIDA BUILDING CODE (High Velocity HID come ZOnf)1 . , \kr , , z . .� ' S .� mum. m� 24 GAGE GALVANIZED STEEL STORM PANEL rp. .--' ....-, 44110 1 xQxI& I it ". - - FLORIDA BUILDING CODE �Wgh Volocity Hul care unt)- -0 7/0' INTO T r NO ,,,,?0,44 67 1 - s ... No. '. � Came Immm 1w, - . & . No. 4 1 - 91) CALl & SOUD-SET ANCHORS S� BE EMSEDDIF rHE CONCRETE BLOCK URI, WAVIA4 BY . �*= 20 BACA 01VANRED STEEL STORM PANEL = * �020 -um - = * DRAW lot Ml AS = *. **E 70 GAGE OAtVANIZED STEEL STORM PAHM r1p SlucCO SHALL BE PERMIrIZZL 1/4' #-20 SCEREWti USED SHALL BE i !/2* LONG MINIMUM 5HOVLW0 r ENV, * I - ----- "' I . 5!=D- - ----- ---- ;7-n- . "TI-EC 0 ... \ z** - =A%n;.-,R 1, .., q. .. I �, . E DAMIAN V1. AND I' MINIMUM FOR WALLS wau No STUCCO- V*%, STATE F 4 GWRAL PROTECTION PRODUCTS, LLC. .X- p, - GLOW Fifty - 11L1rLc3Hi7 GLOBAL PROTECTI � - . I L 101,11 : a', T I -,***- 11 ITE I � t� ECTION PRODUCTS, LLC. "'Ino" 1 &T EM I OR .1 . I r-ml Nza"', v OF( ,;� �> / /S. ') .1l ATAaY 4- 1, I 141� -----, ON PRODUCTS, LLC, wi, ECAST CONCRETE PANELS. $A= OR WOOD BOARDS or MON E, 81 ` _ _ I i v,-Or PAM 1� � �-- .;r IN CASE THAT PRECAST STUNC. OR FIRE A�E:V %.��* 't)jii'a - - --t Z�:rlli�ssm-L- .�-�%- , 5 EXISTING WALL, ANCHORS SHALL SC LONG ENOUGH TO REACH THE MANN STRUVURS BEHIND lil I., �* 1��Ntaft t =11 -175 _.. 'g. � . t ... Hee-,"I , ADM IlUlf, ;I�.,FZO H -ANE , W, Po.)ww�l 20 HML-lm-cgmmmaeLm-u=w� ALMA= We H"Q , $1 s"Kv IS- JIN' - � 117 - � 1`n- Ir" mzv-- 1053-4, mw-mw 20-176 -� "Wit! All ANCtfORACE SHAJ1 BE AS MENTIONM IN 83) AND IN 112) t mem Ift Wa L 20-176 sm,tsolorm"IE A, ..". :F-� 7M In. I " [ - I I Ae-F.w-Tj;AB- Lk A --�+ - TOP * 110110I MOU'RINDS CAR BE COMBINED 14 AIR, " / llK.,- 4MWT:-3- (SIAINIll F-4 P1AXWATi,YT -11111141441.1111 * = 'lift �allolz- " MI - PF, 1;� '111"I'V6.1.1", Hrom " 4 �� I WAT IO SUiT ANY WAUATON� $IUO�� 1/4* - t' -.4"'t - 4 , 'e� "'l -mostfo OmAim ft� ---- Ktw p oy - -- ! � ! af:f-J- , 4 , ,7; *� , , .= `S`U, , N. ......, I , " ��� in', � w KX�0 f .mIA`l I 14 acmVINORATUIECIOAX - --- I V�r I I 71 � M A . A . I - NOV � SHUT" TWA0S NOT S,<*. RR CLARY, - Ok --- WALTIA A, 11ut PC �� � F 0i �-IIq , m k�� al --- -Qw��"�-- 32012z I A - pow III Or 26, 1 - I I-Arl -, I Is � , I - I -. - I is 60 4i . . w mi I J.&Q. QWGN PRESSURE RATING ("Q AND r.QRUSEONDING +2/4 b,1/4. 3/4, 4/5. 5/5 & SIS I ov STORM 9M I MAXIMUM SINGILE EMEL (-J) LENM - A DETAILS FOR REGULAR PAK-LID C PONENTS FOR RENLAR, UEE SAFETY & E-Z HANQ STORM PANEL SYS EMS =HER= 2MLY FOR REGULAR -VFIW/6� 2W/6, 3W/7 & 4W/7 INSTALLA119H - � i- 1. MAX -- - - - ANCHORS (SEE SCHEDULE DR ---- - .-- - - -- - -------.-- 1, mm- INTO POURED CONCLRETE 08 CONCRETE BLOCK 5IRUCTURU (SCALE 1/2-I-) ELS INSIMIAMON INTO POUIRM MOM-MMME BLM A WOOD W � I, haut I SHEETS 9, 10 *11) - � =T MI% " I- -- -,---,-----,,-,--- -, 15.1251 (TOTAL WWH)-----�---,----- -- ------- .--- . - --�,107--- - Pmrusn Ummmm ,a 0 �- - 0 6 I I ... --I2S0O` (EFFECTIVE VAMHY----_,-_,-.----,_-,�,-_L�----"-.-, . HnI* t to-jwAAm01-"Lj&-j0-" RR I -7 , , "'NE 0151ING FIGURED CONCRETE -- - r,L= I � I- -I - -f - - f- "T - *7 -r- - f , I i � . 111.,w/4'm � --VAIM"O'CON � OR ONORM BLOCK, e �'-.-------'G T/4' (YYP4-- - I I !,- ; -1 7bo* - IS . D.m.�(Dl O� � r I I , - r 7 ,� � - r7--T -r- -I- 1- 7-1--t- -1 li ---,-,,--I;, I--,' ` 6 '/A- a QR(a-I * I I I �, -, ; j � REW'REO � REQUIRED. i � . I F f �i$� I A VUA-LW I ACK-tw I CONCRETE ANCHORS, CONCRETE ANCHORS tn I - i -�- ��- ORetill � I I � 1w - 1w I "w", �.,� 0 � t X J I I i (SEE SCHEDULE ON- �,,,, (SEE SCHEDULE ON a) -�� Cl-i �, --i-3,%, - - 1,3�cr -11.350' -, � Ill I� " - (Il 09 REVERSEC), MAX!MUM PANEL-[Et4GTH MAXIMUM PANEL LENGTR-- (�), @ or I 1 I i, I ! I � -- ,�� - -"I FXISnNr POURED I : CONCRETE OR - � -,�-- � ll v- , I cl�j � � ! p � - � � I i I w MIKRM BLDI* - I - I WX*" A.S.01 MAXIMUM "O Z � I I I I--, -, 1/2* I I -0 r- 1 , � I I" .6t CONCRETE AS wow CONCRETE & WOOD I I I' I /A. REQUIRED. � 3 W-�,. 50�111 ., , --:q. , I 11-1� " 110� I Saw � �� " � I , , i s . I- .L,. 0 1 � SH IS 9 THROUGH TU 1 SHEETS. 9 THRC 'fq C= 1.7111* I � q *L- 11 (It.)a "L+' OR `L-" (it.) 0 1 7-n,2 , 1 , 11 yl � -� I 11 Is7s, i 1, - , , DESIGN - � � � � - ,� � . I -1 Ose I. , DOWN � . . . . . . . � I'll ,- 11 k". ' i I_ - , - I I � . <. � � op L � I ,,[ I., - 4, - . *:� � �.. * TT- � PRESSURE RkTRIS INSTALLATIONS t P1WM$URE PATTIVIS INSTALLATIONS f � I �' . I—— � . .... . -.111 11., -mAx.- , CONCRETE ANCHORS ";5 -- -111111 I , 'IM11cmeEa rep. I r.ZBE.2. W f �OIIA' - � -it'. 44ir 1...:::� �11115ik I I (P.-T.) (+ - -) -L-t--r-,j;-- (P�g,f-) (+ ot -) - I I -.1.1 111"IiY I - 11, - -- , �� � f ", I �1.11 4 fSM SCHEDULE ON- I I (= � � 4 -- t f .= C, L - 2,12tr � E� - I - I I - 'I I I L r C;;� ; - DETAIL A 4w I �i z". 2aO 121-01 121-0* �mv I#*-4, Ij li . - - ' � . -I- ,,Q0.--j .1i -0 - , . --1- N � U - �,371 IiTll m�) - -..-- - � 1 L � cr_ C111S j j`S;v 12"10" ?"'. �, _f t i I EOf i I c.., 1.35w 1 � - i.390, -- ------------ ��-A --- I -, ot'a fr-O, IV-6* . I L I � i I V i I �E m C-4 ___ _] 7F -- -7--- J�-- " - -T � - , . 4 - -, - ,-- I i I - - I _ i " � , - 1. - I- I -I i--1711 �, , I O!I � rl�` L I -1 I (j) STORM PANE - 111 i---..- I � . --r o E� jag 11�81 ,o'-r -'ll 1 - - -I' -- 4A: � - I - 1 --- I �, I , � �01 I � rot- C1- >< PANELS SHALL BE INSTALLED A011AYS ____:�2 - I - - _t P SIR ; _; L.L. 0- /,440-20.1* . I . UN19i PANELS ,�. , I S" 01 � I IT , /2 Ja tol ro'-0* - -TOT--?-w -9 :;-:- (SEE SECTIONS AS c I S il =T W III Ek OVER I i i I �--� 11, "I � 11 = - AT W AT LEFT SIDE OF PANEL --2"0"- - 4aa - 9--2. 1 I I I L'. I -- - ---- ,/.,-2w- 1 . ," , (if I FROM LEFT 10 Ran W/ I - LEG (� (�) -f- BACK (�) ANGLE Mi =D ' mor � ---- LAP A .!2 0 EO�yl 9�41 -Av 11-61 I APP�CABLE) I I I I (SEE SECTIONS AS APPLICABLE) --, 1i--1-- t�� A--- . V) C1,4 = - , f I r 11- --- F�4-.- I I i w = (m �� . - , I +.smo SEPARA71ON - I -1 4&& 1 � ; I SEPZATION ill, 7- _wUpw f I I -v -f ---!L-!�--j!�-J�-- I I ) � -CC C-11 �2 l - i i I I I i I � , rm TOP EDGE --:�,-- --K-- --!i- _ 1 1 - , , � 11 L j ] i I- I 1 L 11 I f - - TO GLASS I IMAL m Wimm ( TO GLASS. I : �: I , __ �- L - - --- 1- i A j i - ,w I .� � , - � , , �,� - -- I , 0,024* (91n.) 50-0 il Irt, Jw.0 8'-7' 8'-2' I Death 00m r-.) A ==A,--,, 1� , . I 3: G3 's pq'ir , - I- I I or PANEL GALVANIZED STEEL - - -- 11 - --- - � . (SEE SCHEDULE I v M 11 SEE SCHEDULE I - I f F T I J,, I I I T I- - I I - I LENGTH r I - 1 I t i I , 1 i I �c M.A. j 1. � � � ! (SEE SCHEDULE 9 I � W. SEPARATION .T - = 1� ,-?. - ?�'. . IL" M., I TO GLASS. -= = ka.05' - i PANEL LENGTH ILI` - . I si-�- -- 7 L I > - !�-:!� - . - , ,. -- - I i I i � i I - I ON SHEET 1) 9 i PANEL LENGTH � -- 1 . (SEE SCHEDULE --I (SEE SCHEDULE I I .- ""liz � "I � 06-0 II 71-4, Z, ?.--4- 7�2* 1 1 1 1 CONCRETE ANCHORS I . � : -, - L - O, -: . I ' � 1 i (SEE SCHEDULE = I � I (SEE SCNEI)ox ON - - I I I 71w ?,--a* Y-1. 7av 71-5" gr- r 1. : I I I ON SHEET 3) ! I- -- .. D,M.,(�). - ; � 4 I I a) - r 1, �'11 , 133' 0270, 5 1 I I i � -. I. -- I I ` I I -qk - -wi,, - I ) _ ON SHEET 3) :3� m iL ; -- , i - ` - I 1 1 1 1 1 I I i --- . ��,� I --- I -- T- - , 0 - ... , 11 I = CL) PANEL- --p � "�, . ,37S' 1 c270' 1 4510 81-7, &,-a, S& 0 IF-j" 7*-.91 1X11 , , EXIO ON �m 41 1 PIXEL ON 94EF 3) I I It I I I # -, - ,- 1, I I I MN9 , I W/ wwm Eve: ,>� ,�,� I-- t F� - PANEL i I I 1 1 ! j I I I I � i ` I � I 1 1 --11 - -� i [1 11, i 1 �ONML- 1 - � , , ��"" - - - - --- . - - i , � I I I DO -0 � ,62 .111- " I Rig, fH, a. -m ., 01 I 0 -1w- -- - - - [- -4] - -1 ;j�j. SHEETS JA THROUGH 4 --C BOX. M571 "r . � = C., 03 I ' - p" �1-51 il ZBO 71-4* 61-01 -__ - � I I ; I ij . a I 4 1 1) v i � I i � 1 ,�:,�4 - '7 1.1�--_ , , "I'm N,-71-- --BOO --;� --i��S 11 I OF 'L 0 1 Cl) i � It . - = r-,- I " t 1� .-I. - I---- - -11 I- - I .t- CC 11111111=111 il , - " I - '! 144 1 1 '11-11 -T , IA 14�11 '12' . =: 411- 'I I -1 I I. I I I � F -1-7- rf F, r-= L I 10, 1��4; R', �p . _ WHO NUT �f 0 17' 1:,C -I (� I)i i-" , 4 4' z I I I I 7 ,(,,� , , i ,4� 1/4, 3/4, 4/5. i 5/5 & 5/5 ' -, ��', � -"111� HEMMi ,I 1 ,- ..... -, L 0 -L-zl�- - - - - 11 MAN ,7---"--- - MAX I IDS - - ,,, ,"o I - - -- i ' L 1-' _ - '' ' -��, @ or 9 -- I �, -, -;�, wiil I OF IL7 y � . �-, 7 I I I � 2.250' - .7 � I - �!� I I , I j-�-:,270" tmu ` I, - , 4 I - " ft" i - r ( D111 : -- -- LL ! a IF' -#I 01-21 Sao 61-0* 8�1, 6. 2W/15� aW/7 & AW/7 i I � "ill 11 I q-, - I -, - -- -- -.-- � , � �,l It 6 It Ile Om � I ROLINOCO C09NO 0 ENDS OF PANEL'S - -#. 7. 11. --.-----ANC"m (SEF sCREOLLE ON SHEETS 9, to il -- - - - -�j i ,� . � � � 11 C, E _ .,��a' �, "I % .:?� 2/4 1 � - I W, ;�, I "i, �- 1� 1�-g OR @0 12--- !� - 1�1-t- ---!t- -Z-�-:.E -j- L* M"� 4 i I - - I - It - I -, ,� --j I � -6, - $'- , I - f - MIA- 4m, � , 95,0 At, 9, 115m " 1 7 i A --- - . � E.G. L i i i � Ca c, 7 ENO UP W/ REMMIED EDGE, � 712i; I I I . i i RISC W-i-- ---- foav I A �,;r -s � .;, - , p i I I I I i -2378* 13 . I " I � L� : � L (NIT S) ----,�,- BMTW a= I REGULAR MEM AVEL (11) ELEVATIQU ,/, NOW GIP 11 �, I... -- I A . i : I '. 11 I I � "lY I ... ... � c4g - , I , ; I I 2,500' � Ar'-3, --5- ""' ifi-!� � ! � "P. � fas'O EK IMO � rr C-3, S," i -, ---Ew or PANEL I I - ' = --,-:�r- 1 -nt- � `,-',,, -,,, Exmmqo - -,,',: I 0 12 1/2- 0,C, 1 A. - � , ; � j (AS APPLUSLE) .2 SO. - ":::: � ',,%� CONCRET �;, � , � , T I Ka H= WASM KEY HQU AT PAM. - -7w: - -- -1 WIDLE VALLEY) 1 `�"��I',�, . � 1 ,067' f ma - 3'-7' ril --l' I i : cm�) 105-HISA AWM ALLOY I- - -7-- A. - �.��"�,,Q, i CO!CKTf ANCHORS .,.. -', " ' '11, 3.7; i .001* _ I (�) 3 @) : T150' - W: (mk ONEREAP I � iglkl* .0 WASHIP, HEAD 1 1 ,072' t-T-ma - - 5--d- Tw-�, . m, . ! I � I �� �;m ill, I I � -1 - RED ; --.--.---- I - ") I I ---- - -- I . I iii- - - -i7--,- .A - � - I @- - I . �/4'-tll x .t *Y wq , StItErs 0 THROUGH 10) �1. : � 2,124' 1 -SEE SHUT 6 FOR AVOIROAK L "" " I I � -L. - - 1vf lqp\ ��L I 1 I - --- - 1W -- ,,, I . LIMITATIONS OF SLIEVE LENGTH IS I J-. vqF`\ ,, jmr 'r - f,T- - 0 IS 772- ox. t I , ! 027, � . I � /11p)� L�-��k- , I tiA W/5ONLY WHEN SOW � i I i - -.- I I - . - IS - MY VAUD FOR INSTAL INTO 1/4 `IL, \--11 \ - / 11 � . 'm LOCATION SET & cAut-w (l ARE Wl - MST"POURED CONCRETE I K um`- N-r/1 \-�. PAN USED &ANC . I , I , SLEEn 2 1 /8 , WOOD STRUCIURIES MINIMUM SEPARATION TO CLASS SCHEDULE MAX. CAP . I I 1.2W �- 375' (�) MAX, LEN I" I - - ��, -14`1 I -`- C4, ELMATES OR CONCRETE BLOCK I --- I m . MAXIMUM ,"�h WM SPEW �, 170 R,PA ALTERNATE CGECIRM., ;� POURED CONCRETE CONCRETE ANCHORS ARE USED, REQUIRED. �� -=c RETE BLOCK REQUIRED. . i � U2407M WIND SPEED 4 170 \1:11 I'LT.S. ANCHORS I , -- -------- I- _j ,-=. I PANEL IAOGERED W/ STUD— , - , j -2.000' - --- � 3,750' (n) UNRIESTRAHI R , UNRESIAN 1 MED FIESTRAINED (SET SCHEDULE ON S3 I 93, I Tw 210013 , UNRESTRAHI xwm (SEE SC14EDULE ON - - -254a"- I-, I.io ,.G ... I (7YPJt . i i 30 OR LESS I , I. - 6� I 5 T^* DO) L+; WMINUM ALLOWABLE PANEL LENOM FOR 1, OVER POSITIVE A5,D 142M LOAD. I SI'mm 9 THROUGH 10) 54EM 9 11-tavol 10) S L- I- 1i ; ,7 L VAX ALLOWABLE PANEL LENGTH FOR A GIVIN IRECATIVE 4Sb. DESIGN LOAD. 'kf IJUZO OB 'U* HEADER , � . ! ... ... E - .-Il I I. ,� -,W--T- (2) PFKICEDURE TO DETERMINE MAXIMUM PANEL UENGIN, (�) REV. -- I I , - ... I - CTYPJ >33 ,to go 7 7 'Ir GIVEN A POMWE k%D. DESIGN LOAD, DETERMINE MA*l PANEL L04M %+' FROM SCHEDULE. - ----.-I- w1w TO Vp max,--- � I TIr 1 - MAJAMUM -- - "OIL "MUM ALOWAKE PANEL LENGTH IS EQUAL 70 THE 'D� =p iuma OUT MouNTINQ WALL VQUNTING - --2,0OO' � �w TO ii 1. 1. 7 7 1/2 GKIEN A JAREA11VE A.SD. DESIGN LOAD. DETERMINE 9 Aun-li-wix. (1-0) AM= . U, "'I *145 TO ll 1. I. I - 1 7 112' I WMM *L+" AND "L-*. =."', .OwLr- � SECTION ? WALL MOUN Ecl-mm I SEE SCRIEDVAL MOW MR MR PANEL LENGTH POROSITY 0 Fr"T*11, Mgilm j -iii "I'M 11"Were . ,E4' --3.OGO . n TWOV IN A, ,WUn - , U1 - A T=& U rAmLL-ppmwz �� � I I $cue 318. 1, , Ile t INSMAUATIONS, INTO WOOD ARE UMM 10 i IS P-ed, MAY A-SLO- OEEAGN PRESSURE RATING ,�P , � � �k If4 61140IT10114 I L ! ,YiN 111 �� I'll 1 7 , � UWe-"1Uy1w1.. PANEL [IRMO m" �- - - - -- "�- ,,I .. .... I 1. I -" Lm* (USE MY 11 gDAUD-ow 0, 16 IS It FOR MAX, AS,O� OVION LOOS 0 MW PANEL LENGTHS POP "PilkININ4, -, j --- I- -- --- - � 7 I �*,-- IIAENte---'t'?' 0'AdD-Ou'r 4 .410' . ,�, . . , '11-s SYSTEM) 60153-TS ALUM. ALLOY I.K. v I.slAl ,r,wftcll r Tack - I, � � - .1. .',82� � - DIRECT STUD -F- �el, SPACER USED. ,,��,-,,V '%� 1!4Z I ;;1I!- :-,' i � �- � " --I,- J'F ." 1. � , TOP MOUNT NEVER H ANGLE TRACK P - -1 . - - - 0INS I r -- r`�� I -- --,------f-- , , '.. - FILORI BUILDING CODE (�on High Velocity INN I BOtTok 14F 1.* FLORIDA BUI G CODE (Non 141h yelotedy HIM P �S, Nur cone Zone) I.$,. .Q6e! 1 . - - ' - No. 44157 a2l.m cone Zone) -.. - FLORI BURDING CODE (Non High, Vil Nur � 0 I�m � 000 I = : � I—- I , conts7oria) - . " � 0 2;�� �, ,I 1. 1. 1. 1. a 1 123- ;�, 14t 10l 0 � = I I a TvwA F11, - j DIRECT mcuml AV w w It 02= TATUAL. 04:1 - valmne wtuc, m 11. �j Ger , -I ------- - . 1. - -- .* a 24 GAGE GALVANIZED STEEL STORM PANEL OVAN W.- - - - - ? -* .44167 * = 24 GAGE GAIAIANIZED STEEL STORM PANEL j - I I S 0,44167 ". t 24 GAGE GALVANIZED STEEL STORM PANEL i I : M-- t 1. 1. '. '. . WANIN ft MP) I- SEE "'., ---- - i�, i,S`Iit,5� STUD ANGLE w 36 40 , I 2 , , = IYA" BY -- ." - - - vmtA= --- - -- / N= * * I * = i I , - .. 1 I * : j UCTS. L1 z -11 12,000 ---� I. - - MON, � 11 GLOW PROTECT" PRODUCTS. LLC 1. '. 67* ,D, 60' z LORAL PROTECTION PROD LC, ;;W.- ED. - -,-- GLOBAL PROTECTI .� MECO,... � WE, 3 56, 3-r WEDF 11L1EC0,.-7\ i EVA DISTANCEOR - ON PRODUCTS, U.C. "' Ir TRACK . .1111 Fz�- I - - . . :- N, UT TESTING IS = At 4m 11.1f, 5 Sell - ik Ism; ILItt 5t smw - TOP BE s , � 11LIECO,ow. ,exlsw.5 E , & BOTTOM MOUNTINGS CAN .,-- - - m= ffy. IMME. It. .20,1 '. I- - . tt 1WMt r. 33314 -175 (1) Z . -32, W Iv---- umop, - MMIL n. =I. Itaipil - -, - .1 mm... WIT, (R BUILO = (G "�- (SISOM-215W FAX 0054)01�6797 20 .�� - -I ..Ow Dmm,)w-Aw ro, (wilere-Imen, 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . , - - "s, FAIL (04)m� 20-175 . . Mee'r 7-7-F - ED. '. '. ,;', --- - MA�-�-F� . PHOW. Iwymel _OUT - wt. .1. 50 32 , . �j��Vyy�4�, A—: tw @ & (Y) WASHERE12 WINGNUT - - ovam - I SO' I 32��Z8 56, 1 55- 1 INSTALLATION. ... /Al!'.. , - -- - RE ;;�� CA-atal -11 - M a Mmw= I r � "'l 'I I �� OA-00oll n1i .! - !- -ee' INA, I I '(111011,10 . I ..I z- I - 14. JWK AHM (ZAIMAC 3 &I" . SHM 2 of is Ill NATURLR)AtE Www A TILUT .A-. P.E. . 04M 3 Or is 11RN`11;,1.R&5b06oNA- TRUT O.. P.L !�i - !- - � . - - = Im 114, 1� ;I i - - F--9 I I . ftAm%xvK.f.m!s . I I - =m It I � SHUT . a, nk I I I I � - .-- -- --- -- - INSIALLAIM AILS FOR REGUI AR PANEL �I-N I I INSIALLAI19H DETAILS F -) I -- DET I.; --- OR REGULAR PANEL(I � �, I INSIALLATION QMILS FOR REQU R PANEL I INTO WOOD IN - CONCREJEJL 5 F T9 PORED ONCRETE OR LZK-STRUCTURES 11 l�l-""---.11�L----�1----�-j;i�--..I,,�l�----- - ----------- I ?� �� �11 � , ,�- -7 '�%-%i;-'T - �� � t I � " w I - � . � I � 11 tj SEPARATION 01, � �� � � .'1�111.1 , M ,� ALTERNATE CONCRETE �� - -- �,� � WOW ANCHORS , , , - I ! - TO � i � �, 1� - ,,, - � - F = - I I '� I 1, q L' I - " (SEE SC I . I - , - I I 1 4 ALTERNATE LEG ANCHORS LOCATKIN ,e �-- I , " (SEE SCHEDULE ON �'- "...-, -,-.,- I / -- JOCATION , , , ., - it; I I" I ,,, i, � 30 y: , � : -TSEE XNEDUILE ON , 1. - . I SHEET I 1) - - I � 1-1 IT, u Him gals I 014 SHEET 3) i � � 144ML.e 1 4'.8' --e- . I � 1-1 __- --- I I ---- � -7 � �. - z, � �� � v * : � , I �; 1 � � ,� I � I-- - ;I, . 11 ,1 � I : w 4 I/1v Ole. 1 -, , -41 1=1111"Vem. sum , -� I - I " - =� �,I` ADEQUACY . " � CRER , I , , ---- 1111IJ EVm1"Q`A0r-- � COW -E ANCHORS EXISTING POURED CONCIRETE. 'is I - I i (SEE Iliz Ow--� DMNG POURED COX I SHEETS a THROUGH 101 - � �'L �,, - .e... . - OR CONCRETE BLOCK , , , I � . OF 0051m wow '� Z ,� lt� Cn -I-, SHEETS 9 THROUGH 10)t� 09 CONCRETE ILOCK I REQUIRED. -1 1. I 41 utee, VAR T-0 z� � I I RIEOURED, 11 � ,�. � - . I 1. . - . I I . I I I � . i I I I -1 - 17 'I- � , --I MOW. SEAM TO BE cERTIFTEQ BY ro 4---EC -,-- I � � I � I i �, i �11 � % L REGISTERED ENDINWETR OR - j .1 " I - - ; � i � � I � I ,- U, - � � V - SEE SCHEDULE ARCHITECT PRICE! TO SHUTTER , . , . ! ! � - - --- lt� --@ -, �--Sv. I v 11. , ! I �- �--------I PANEL LENGTH � " , 1��. CONCRETE ANCHORS WOOD . � I f� imp-q �1' , (D , � -ATER140,71E LEG . LOCATION r11=i= . (BE-, SCHEDULE a?!__ . L . L 49) WOOD ANCHORS - 7 (S , L - �-- , GO Kwow- I REOUIRl ' 1, . 1 . 1 w I - . � � . . � SHM � 02 1 . (SEE SCHEDULE ON " - ON SHEET 11 FOR NSIALLAtION, - - VOW ANCHORS ALTSNATE WOOD ANCHORS � ,.Ml.. - 1 /A' SKV it) �� , ; , � - i � 1�----- �----� t I � -- r I � i � I" SAM" moz 0 �� --- I mm ; r-7 I i SPACER " (SEE SCHEDULE ON (SEE SCHEDULE ON "-- 7 ',-- -- , 4 ----- . i -' � - . 4111 r � I -, .,. �0 I ... 1� � 1 1/4,11, Hat WONE, HEAD - . -Ejc-�-so- mmmvlxs�OR a) "I -%,- --w,;" A, - I � � I , I .� � I i j -, v.,-24.7,ss Me */- - 7 -1 pll "I'll � 1�� I To, $0" OR . � ." I � � � � jACER- I .�, I SWEET 11) SHMT It) I 't-1 � M � . I I i i 0 12 'X O.A, I ; j 1/4' @� �- -�', � I/e-2% I: 336 " W/ KV I J 1/4 , � 9A I T � F- 'OTH -,fl , OF Y, , . , � � I � . - � (D � ,. il . �I. , I f MAX, : . '. �,' O.C� I MAX- � , ! I L. I I WOOD HEADER, �, �, 1. .- I I-- / I' L I In -C- [ - ------- - T , - i � Eq � ,,- , �- JO It - --- i W"l� ''�,'�, I �� I—— --, 1 . � ,,, , , -- -- - ----- -, ! E -7 1, �21 -, ,� � , 1/4* I—— --- 1.111- 1-111 . 1, 1 I � REQUIRED ,� I - 1-1 ! , SHEETS 9 THROUGH 10) f A, - J - I A �� I , I 1.� � .1 � I I I � � -- .;�:::: ! I q�-- ! � , 1 -Q67,.;,-"?c- !� z ,,,, � 1 1 � ,-, I i - , ,�L - � a) 1 I i � -., - - � I l ,", ��, v�- " "L $ 1 1 v Riol � �', - - � Il �, --" , -:�� i 1 � / i, .11 I P� � I ; , - -::-, A- � - -L..- GLASS � .1 I � � ; :::: a I , , i " I 4 PANEL LENGTH I I � ; 1 1, t � � I % L WOW ANCHORS I 1� �� . � I -- - . I F--.: I � � I I J, I DUST] ;, r i I (SEE SCHEDULE I I " -,@Or NO- LONG ALUMINUM SPACERS 0 t2 i 1 DR— j m , - , G I � � .-D. fg� 'r �, "I I � � � i -,, � 1 �C (SEE FPSLE 01 ON *W 11�) j I I I � i � LAS�j I -01 � I I � (SEE , . i 9 ON SHEXT 3 � SHM ,,, I -1 �, � � I , , 01 ; I I -2001 � 01 I . I � 111 I'ah. I mirl� 11 01 I "I ; �� �, � I ici OFII.� BELOW MR AARIATR)l FOR #An. ; 41, i 01 ! = ::�. - I I _ ,01 FOR 1ACM? I S -L- MAX, �:,� � i I 1/1 . smzvm -1 ,-.,.A � I I " , ial -<D SEPARATION, i A . CPAIATON t V MIAX Ii i " i � - � , 2 �, :,,` I ) 10 GLASS. I I E'N l I I I , � 1,01" It I f SA � 0 r _-1 I 9 �� +-`- SCHMULE 114'1-�V ICH! SHEETS PANEL LENGTH (P EL LEW1111 -.,, -, � : 1, � � I I I i SCHEDULE , � � I $r t "" � 7 I . SEPARATION TO CLASS ! (SEE I '10 ME SCHEDULE I - -, - � , � I : I : � " I i t � PMEL MATE FEMALE AD OR MEL MATIE 0 , I 3) , IIN ON SHEET 3) Z SHEET 3) � -1 "C"N'T I � �'-,,---11 : I EA 1--(StT:1x.1U,f - i � � , **1 x�' iio S -' "'' L I E> C� L- (SEE 9>1EDULE ON . I I ON PACO ON SKM 3) -- I— ON I ON SHEET 3) J I � I , � SAM I— - - - lIx- I - � z I � L'. i 4w 41 i �- I PLUS (SEE SCHEEW ON SHICCIT IT) IA,.* r (st� SEPARATION TO GLASS. - i ,/* � --L+-- - -1 . I I 11., m -r .Y-Mio �."J',, �, �� - vl=� t A , r , � It ,j?�� - �- .1 ,� �"L. � OW ral #MK, � SCHEDULE ON SHEET 3) 5,5N , v Mw - 11 � - I 11 -V EK "t, Mo.. L M � 4Z '0 � I ", - i I J- - ---.- L - � " .- - ", -, It PANEL LD47H - �Skt I- �i - A, - -- � �� -r1,-' mll IJ . - . � � PANEL LENGTH � � " IL i I - v I - �' L L VA- ' L -L I , � � , It r-cl , -41 =. =11-C ��, J �. = I_- 1 (SEE SCHEDULE PANEL LENGTH I � L-E,�� mi., ,11j � . - 'L - � - "" 'L .- i`I,7- � - i f (SEE SCHED LE - -- 1 ON SHEET 3) 1 � I 7,�W) � ! -. I : � � A -- -------- 1 v imoI wx PAR AANUL 0- , (SEE - - - Ir - - � PANEL LENGTH , Mrm- " I t I L -, - - , I / ; t - 1 2IK41 W60D -- vec'm Ant 7-4n ON StEr, 3) � 'ST (Sm SCHEDULE I SHEET 3) 1 � -A i I --IL --------- L-1 9 5=11-11 =11,19 1 q . SSP-�j()=' 1 � PLATE REOLMINED7 11 � EX -1--1. . i I I 11 tL . � ; - �- : 0L -1 11 -01 ( �" -� ON SON --.-- , i =--11 - I— , --- -(D - � -I - - .-f-, �. ON SHEET 3) �S�- �� �� �� , �� - � , ( -- ----- - F--- - - 0 �.- I . j vw, 3) : I 12IRFM MOUNT W/ SPACER 6A ik��Ym, I I I I I L � I .. - , 1 56% I-- -- Q 5m 1 4 1 - -- A - --I A U) 1 OF IL -) OF 'V I � � 11- .----I--- I ; r�- I * : i ALTERNATIVE 2W - I I :� - � � � j VF------- -----I---- i -(D � I -- --A . - I MAY, 3P0-,,�,m ,M,A�.-"; I I ill", I I I 4 I SCALE 3/a.i' I . Ir F- I i ; �;a- ; 01 I -01, i I -- -501, 1 5Ox 1 i [, (D OF *1. < 11 1 T ,�, , I I . - � - , A� 0 ,��L, - ,:�,,��' �.�'ss% i a �-� I I 1 40 I_- .0 i ,�. I I , I MAX � . I - . I.: I E�G 4y - -� wx . I - F , .- - - -1 0 12 1/2- O,C� OF v i I 0 12 1/2' C.C. � . ,�,�, ve I OF *L* I i wx I I- SEE TABLE #I ON SHEET I I FOR MAX, PANEL LENGTHS & L I . I - " k� - -.-' --]-'--t it A =- 1 � 11 OF %' ; � �� - ,�'W LL "I I 4l ALSO OESIGN LOADS FOR THIS INSTALLATION, I - --fg "X I ....... ii � L I : 1� i7� , � Mi I I I ED I , - I I 0-- ' L i 41 0 .1y I I L I. ,�M 'r , . I I I 1 ,4 - i : I L-- , I � I - f � " 0 12 1/2- O.-C : --j 1 4 NAM i I— ,_.: --- ra- 11 I I i-F, -- - - � -V 71- --m:m49= 11�� I ED - `� �', I FIVE I , - I i 1q!-# I - - I � V �, 1, a 12 1/2- Oz , , a) A I ., - -, ---�� L --- I � � m- �, , k - . . .. I I ,�- - ,,� I = - ., , , ,,I . , .j " � Z::� I I ; � L- " i - L� I --- -��� V , - Q. .V 1 1 06� 1 ; t . � .L��� , � , 6111 � I I i t 1i Z;o , � , I I �,; r- I i "IIFI� I- ; : I I I ---- - - , -1 , ---- T . ED - � � ,I � -0 �g -,'�,, I , � -, I � a 1; . � - " , - I III I � , 6 L' � � , � . 't . I I I I . I 1 �, I I SHEETS 9 THROUGH ,.; 1�,-v - III; . ", � i � , 'r- �, $1AAGOM W/ STUD � --- t --- - ------- - � �, I � � � �� I '11.11� -",ii ill, - , -- 11 I I �, I 0 t"',". 112 CONCRETE ANCHOR�i �,ql I CONCRETE ANCHORS . - � , � �% �, I j " ------ IN , , , I j - - -, - f ; I I J- I—— t , ,,� 4---� -, -- t - 41 � 1, \ �,�k , M (Sa , 11 --t-j" . � q +- I I I � , � ... OOD - 11 --- I C� ... C � :,,5', SCHEDULE ON --- EXISTING POUF;Epi ;= "'i, p , ��---- - �,,� SHEETS 0 THROUGH 10) 2 l LONG; Aw. ALUMi - !&l , _ ANCHORS I ** bm i ,,� (SEE SCHEDULE. ON CONCRETE - m EDGE OF WALL 00 SIAB 43) L I . �� ( bmlul 9 s & � - ,--fI - I wgm a MAY ir I fly km *-. I , Loa D.C. VALID FOR " -,, � i �. � ,�, k f! �� (set SCHEDULE ON . � - .Ww- ,* �T-, U.J�T. CONDITION) `,�,�,,`,, ALL DESIGN AND PAREL I 7 1 fi ----- , ,, t � . - ., .- 41-1- 2w i I , p -, , EXMMNG mureD CONCRETE �- I t- � ;. � , r � --e I , - -I , � � wow -X4- WOOD PLgr -, t . ,,,,, , " I i1i ly� ,,, ' -blK CONCRETE BLOCK i I � � , - 11 RECURRED REQUIRED . � � , -7 EX LENGTHS PER SHEET 3, 1 � � SHEET it) M wwwwm IS umm 70 A Ow wrm WILDRAIII; WIN is -or i � -"'- ", L-T -- -- -'--' 2 I I I I ,,�,,K, ISTINO � � _ ______ - ��, I - ", . - T rOO ANCHORS I � I _,_ , 1 � ,� " al : SEE SCHEDULE ON .- I , , 7 , 1 t, i 'I - U4 *am NO MAN ROOF =V"* ATORVPZCMN FRDM ANY WOOD ANCHORS �' --- - ' -- "L, � � � . OR CONC � 1; r 2IX41 WOOD , - , I , I �',', I ��, i L t, � 1, � amom wow Z it). L, - � n � CONERM ANCHOf% ! � I ACO0190 � PLATE REQUIRED' -L � ' , t', L VIA" 'Ey , , 1 4--,. CU I I � 11, � '� I D I TLY " � - 111-1-, ' � k fl L SHEET I �) (SEE wimu ON lo , -----r-O,-- OX� (SIEE TABU #1 ON " . i � 11-11 , �'," ,I, I- MW. MAROVICH TO - " 2"w WOOD - , V4� - SHEETS 9 THROUGH sPi 2 a 10,) �, � I I go SHEET � NO BE f== , m v �,�" i L, 1=1001 I I - -1-1 ,:, � � ; ,� \ It -,' I I I v gZ10 A RUPING"M A" It I 1W Ml SPACING ALLOWED ON I I � , � I I I ,� SHEET I I � 00 =,X�lt,zt=� a= V HE to - - OAANEL - - i .� � '; � � IS� -� ,,, , , , , , I PLATE REQUIRED , , - -f� 1 /2� WHO ALUMINUM SPACERS 0 , ,,, I VIM � � I , � I � ji, . I , 11 � 1 : � �, � il 'I I vit = =a, ,,� . A, - -, . . , , , ---'L. 2* Ini -- - 1- - � " l- L � w I 1 � �, -- � - emiLk-OUT m STING , I I (1) *w AEG alm" PKMM � I ei� L) a) CKILING NUMIN WALL MQUMQ /ERECT MOUNT WISME"" � 6 +ft -45 "J. ! GO " 24 416t PAAEL L04M S WIAllel ft' AT ANY "AND 5 1, _ � g:61S AL RESIXONG" "M U) SECTION4 I � .-- Utl PAM LENGTHS NADWIS) Ile I ww SCALE 318-1 * K.mip " (2) txl wow, K'"ILL DowN Is WALL MOUNT N, SPW it) UNTING -OUT moubmNG m � n _ rm FLOOR MQ M02mv.1812HOU-11w 0) , I 7 MIND MM trrj�; WWOU BE "AS WGRAID 00 I H� ANP K " I SHEET I= I I BUILD WALL-M"No Cil smw RAM mmutom Is MY I I I ALURMWE AW ALTERNAIff-M I wm AN omm wow RAW th"JUL ! %AILE 315-i- I VAUD L "BALLA"M 1. I AM 3 15 0170110, OYMASTM&Y SCAUE 3/8- I, M ALUANAM IN L-12""SIOWMAR0102m. THIS 2= Cnh Entl OF TIC PLONDA i ""4106IM4% SCALE 3/8-r- " smt 5/8-1- 1 BURIM O-VE I .0 A 7', A" I -:V�mznetio I , f'A, w" m,MIPfIIHft;yI,l I ZM--- t, 7 I to � 0WHOSINNAM . I I / li��: I -,�, � . -,,i� '14, A, I i ., -- , At ----, 4� 4�`�%�EN '*'- - -N ... 01 RIA-.!�Q%l - 8 LL1 � ---� Nl - I - - . le * -7 1 * .1 �i `.. Hom, . iv 0 .'?N z .., NO. 44167 ". 1 = 2E . . FLORIDA BUiLDING CODE (Non High Velocity Hu cone zDne)l _lp #.. **%yr,E = . Z .. r % A. FLORIDA BUILDING CODE (Non High Velooty Hurricane Zone KM FO COMBINATION OF, E=,N T z . - FLORIDA BUILDING CODE (Non tLigh Velocity Hur cone Zone), Z I z .� 1, INSTALLATION ARE ONLY VAUD FOR MAX, A,SD. = *: - . WOW WIEW. IARL F.P. 1. INSTAI.LATION ARE ONLY VALID FOR 1i ILS 0. & - I: 92M T4700% W- B.C.. - * i elm I'Llm W. il`�. - ,:, 0. . s 24 GA" GALVANIZED STEEL STORM PANEL NOTE FOR GOMBINAIMN QE S=N : � No, 44167 'i = 24 GAGE GALVANIZED STEEL STORM PANEL - TOP & BOTTOM VIOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.il AND PANEL LENGTHS STATWE OF 24 GAGE GALVANIZED STEEL STORM PANEL < z m4m !� . = * - D" "L - WMAMN el !* - DESIGN PRESSURE RATING (" f) AND PANEL LENGTHS = ; I - COMBINED IN ANY WAY TO SUIT AW --- -P, - I 1 *, * * .* - I AS PER SCHEDULES ON SHEET 3 ,.te A N= FOR COMQIN&UQft_Qr_UCn=. z I .1 AS PER SCHEDULES ON SHEET 3 (SXCEPT FOR - � , , if ,Z-- z lk %. STATE 01�:<- - - \ GLOBAL PROTECTION PRODUCTS, LLC. 07,V/MO TOP & BCTrW MOUNTINGS CAN BE = . � . I 1 wm/tow INSTALLATIOK 2- FOR NEW WOOD FRAME CONSTRUCTiCINt WOOD 1.0,_ �1 0 / (�EE SCHEDULE ON �j � �0- - - I- VaL COMBINED IN AW WAY TO SUIT ANY ALTERNATE 2W) -, -. �� 11LIECO mc. GLOBAL PROTECT] � - ' ��--- IL E C 0 mc, � GLOBAL PROTECTION PRODUCTS, LLC. L T ,m sm" In %7*W -- iNSTALI A710N� .KAx s DENSITY OF D.55 OR SQUAL. nVel . ARKANT Alma GA. a A IMMIL Fl. 33314 "' , " 4 F-D. - EDGE DISTANCE S Z - ON PRODUCTS, LI.C. 11 MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECHFIC Ill " - ' -� TOP & BOTTOM MOUNIINGS CAN BE _ IILIECOJJMC� .�� otion, " L�� THUT c" �0 z SHEETS 9 & 10) 'll - 1 1k--!!E - -z" 7AW- � T STREET COMBINED IN ANY WAY TO SUIT AW Wel e- AN, � - 20-175 2, FOR NEW WOOD FRAME CON51"RUCTiON; WOOD �p 11 0-- P.,. I. 000. IL -1 M.", 1 1. PANIC VL 3m , 4 , , M I - -Tull FAX.. tao-)&IO4797 ,XAM-IRA" KAX `A*.XAe-Am 1 20-175 11401141/ te vt Nal M-leu-n-61 FAX, (Qf-)N�Mi 5 INSTALLATION. ev/�4"I � An Al �� f. � Iw ell POOW- I%$+)" MEMBERS TO BE SOUTHERN PINE No 2. W1 SPKIFIC - � "112. I., JAMA, all 1V I I W-%;�- 5 .... 1� w Dw*vm lt.� �twv7l' 114P, - .... III,, ,� < VA-0146719 PEI:� � DENSITY OF 0�65 OR EQUAL. REAAV "---r--1:!nm- PX. SENIVOINAAMS,1OATIF 0-cowlto ... . I - I-t� `= X1 1.1A P�r I I ; 'I I PACT s OF is I ------ j OF N, j PE � � ORMANO K`l I --- -- 9z � .-,- ---mm ILL I = 'tm t,.! 4 1 e�- m sum 7, or it -j I . Q- I SHEET NO. SH 10 9 ND O T I_ N IN PO C CONCRETEU ' SAFETY & E-Z HAGS ?R PANE (1� SYSTEMS ' a .`!7. OR .' +ciR'i SLOEN OR - % .i�3" imi � s ,Ge�) :ry4`r�'`, VARM6 If T 6 ' 9 F'HWE dww T6 &xf 'n'GNT ALUM m,' S. um":-0 � V:Sk" ANGLE ya t I , 4 1 3/+ N TAPCOII r t' - .. 1 - ]• �,PtxJRW -_# �.l. _ 24�__ C011CRs`iL MnLRtTE. 7`1 Csa. 13 t',r-'BLa'a DA 2ROE` WOW FRNWiY .-; POURED WtN:R _ T / !, a.. e'"" ..caMGREfE EKtE, ' 1z' o,E:".. ,♦ t-.,. '.. i?d : HkOC �1-_.'�.. r��ry^w�r�AgCHGRO 7 . ,- RSGG .B 2k4' wm FRAME _ . E'"--.�•lr..'. DRt nt N,,....e .:REWNW.. k+' CAP�,". ice:1 y.'.x... :. K, ., .t, .. an-� 4Y " 1 4'iAF SR41iat t' 3! T i 1 y 'iC �iePi ANCHRRAtE �•� TELF tDCATpI< 4 #2 C (VARIES. f . :-__1 _ 2- $ 2' A. . ASS• iXiNT. 1 5' Aaa ALLAt. N4filE OR s A 4 L C73T. M % _ ' t -Ht .¢� SOS S4 iar£E7 4 PEarI4T.0 Y':dNIACN COMClaTS.. • ". �. _..N y-s.. �.psrrxa r: �.„iaia�,d.: AE'FN. AEttIi. BENTPt.ATE .., lgtE7R2"Ad"WOOD iWANQ'-" . i ,,-^+ .+ ]'PPP .. ___�� REOLARED 3, G5- T 1 { - 2rz 1: *v aOB3-la AtEOY 2' 1 LYm. t 4 CkRlf. ALUM, ANGLE ! Y LL gg ✓' N _ ".raer: rm.r am'ma raba+. r:v..M _ 0 1 4 BOLT: ,_4' a - A R 6 e la" O.C. Sty-41+ OR BOBS -TB +11.61` w a4taaur ce.E : -.. ANGtz / CASE,A PLAN) CASE E 8 PLAN) CASE G (PLAN) CASE (PLAN SCALE 1/4Wit' SCALE 1/4"=1' SCALE 1/4"sT" SCALE 1/4'-," ,r :.._.T Sp.lo-SET tR1 CKK-1N- F . o iladRE'O �gt TRBt ATFEMALE w AND "-1 _ t-_. -_.. ,1�__T � , � 1. OR CONCRETE &� - 10,119 RON aN 1 PANEIixTE PW6 m 9 POLM cam \;, V '\7 _ wx pi CCAICREIF BLOCK -4? VAR1Eb i N OR 2%4" WOOD , 53'0M OF OPEENING 5GCrA1AE MI B. (. ANSI. FARMS WWIRED ^ 10 t If) _ 4 ail FRAME i Mas ^"-`.. i OPDMHO WVpTON)IiRwHEa CgtiCNL`iE. CO11C6ETE REOUiREa '',uq 1. :1'". S 'a ;,., .... - 4 ... X;., BLOax aR 1'14`)Yada ERA]AE 4 �.> - fv ..:... 4.. ,} "n.. ,. , .,t 1, - RELttiRWb �,st} : t 1 I :. ,:.., .,.. t - -- FROM 6 {°.1 RFiR T 54ANGE5 PARALLEL TO `'.��J (WEYFR PANEL) X - BA af5_1ANCE r7 �R^�_7r ) I -`I _I �^`mrrrafr� +'ACM W,AIE' � s4tNiHHLINAFNr/ CASE G L F' I.ITYN ) :!. vH ,ION wAr, o it 4%O` Ok A, Tk /FH/ SCC+atuF 1 {": t'" .ate et T a'A.Wn .., lr/ J !/__\\\ 1 a+oWn.41�L1 • Cod •. ✓ 3 VALID EIOttNY INSTALLATION N '+ A,,81 FOB DIRECT O L. & .y" CT AL1ATtON '�;'' ,Art a a° ac + �yCEAt,�`,, y L�RTiFFO PANEL INSTALLATION AT WALLS W/ No. 447R7 a SURFACE t:E1'Fl VARIATIONS WITHIN 3/4=- & ; * ; iY = FLORIDA BUILDING CODE Hon High Velocity Hunicune Zone' �+� y _ S E PLAN) CASE F (,PLAN) .. .', a F ,: ;• q0p TM9f°b "G 24 CAGE GALVANIZED STEEL STORM PANEL F.P. SCALE. # «-1" � f,7,E.•._ ¢� F ,�' 4F�r : ....",,.,. _mE,wN ar.•. SCALE tf4.1f4 aF"p 0{it ,,. , Jam- F. 0 GLOBAL PROTECTION PRODUCTS, LLC• tan u . .� L AAA 11t {K ! j( _ t ""`,"A-2""",;! YY4ArNrl, m <a0G $wi at of /f 'S+ "i%fi %w�y St',�PA AN°Yea1A ON,S, R. FW, 1 3 - Finns i3'A7 a,1-1A# > 4s ,talc AYF"Min FitOWE: (asa)ete-'Ts<a. FNP (P63)dW-drGi0'-) 7' .-xre,rr MEipLI nwcr m.+em, Car. Am.s'. w Pe"" ra. Py 7€ rA lai.R t&_ Px s .. aR I,-sq 'i E:.tfCl a OF Is Nt (VALID ONLY FOR PANEL '1DINSTALLATIDNS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS B & 7) MAX. AS.O: DESIGN (P-a-t-) MAXIMUMANCHORS SPACING FOR E.D.aAS 9t10WN ON SHEETS 5k7 AVPLRABLE FTO TM CLIRNZ6 OF THEM . PANELBHL*P GTH V k-i TAPOON LOG SCREW FEMALE 0 PAMFAWTERATING WOOD SUSINN6. F3• 3 1 73' ;3' Ir IV (iOP ) 11), 13, 1S" 15, 13, " 1W iBOTTGN) _ 2 ,r 6 T • ! __ W C 2" f : 6 ! f a Z ! _ f 2 {TOP ) - a 1/4" _ Ia.1/2- _ _6 1/4• MOTT.•) V_o• ---I!:--.--..- ®....�_ 8. ., _ 8" _ OE) (i _ 9w NOTE• DR : LESS : x�' 3 1 s, t 3 u• t3' (I ) + -45 6R LESS 3 13" S 1 3' ( ]3OROM T3" 13" ] S IS' 8 2 J w t. UWJ 4 ' 3 i3' t ' 3 13" 8' Iw NOTTW { ) fit Z B 2' 1 E 1 /a t 6 2 / 6 1 f2 R oP ) B I / 2'i 2' f 6 f ( OfA'I' 4 To sT 4 B 1 2 a t + 1/2: t f ; 2 r r _T A (SOTTO.( ) to 1/2 9 Tjr .. ]a" ,--_ Tl- 4 Tram 73' 13" t3' 13• @ 1/2` {Odom)) + SEE TABLE >1t FOR MAX. A,S,D, DESIGN LOADS & MAX. PANEL LENGTHS MtIEN SPACER TS L15ED, T)RRLST'<SNDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. AST. DESIGN PRE$ a R Q. - AS ON SliEkiS" 6 t 7 M,WNIUiN AtX:]t13RS SPACING f0 E SHOWN APPLICABLE To 1iA]N �FNTf4Xi OF THEM A1AxiMLlM PAN0. LENGTH (it.) TAPOON LAG SCREW PANOJOTEFEMALE TB �PLUSELMATE WOOD BUSHING ] ' 3 i ' 3 1 T i3' tw MP) 13"— T3' Ts. ]3".. -_,_. B' 7w (B�Tei1t� B 1 2' B 1s at " l a di2.: / _ 632` / w tt9p! _ e 1f 4' t2 ice- /2 $ ] 4" j __ H6fts zK ( } S.-W _ _ _ r _..,_T 7 ! ja B' 8 - -- (TOP) —.-- DR LESS 1Y Is- ___5;___ 13' 13' _ (T�) +43 -45 r i O +75 ' -75 3 _ ~i " YI BGrtOM - 13 t3' ] " 3 ♦ ,1_ qo' tW OP -OM /3' 13' T3` 13' a ] e j TWA (WITOM) 6 1/`1' 6 1/2' a 1/2• is If2" Ill (TOP) - 6 J 12 !� / (BOA")" >5"--O' to tl ! 2 5' _ irz• J 7is` / _ __ - (TIN} - 5• 5 2 J a° s• 3Y (10p) . __ 5 1 2" TOP it 73' 1S' 13, ]O• 4W (BGTTGM) TABLE 1 FOR MAX _A&D. N LOADS & MAX:. P. LENGTHS WHEN $PAGER :. IS '" SEE �' DESIGN At4EL USED, COWZIESPONDING ONLY TO ALTERNATE 2W' ON SHEET Im" 0A A,SA. OES14GN LOAD PAM LENM 40 PSF OR LESS 6,-Er > 40 PSF TO 50 PSF V-v > 50 PSF TO 60 PSF s'-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ID OR PANEL MATE PLUS .NCH W/ s�ra/wz„ 1/2` D.C. INSTALLA ION QUAILS FQR LIFE SAFETY PANEL CONCRETEC 1/4`e TAPGOR_ ptSTfRG POURED t/a'e TAPCON._.._ e POURED NCREFE OR .ANCHOR Al 9"" D,C, CONCRETE m v `r CONCRETE OLD" z. REI LWXD, MCHOR O 9' cc ,r, `Il. CONCRaE SLACK T RE(LRRE11 , f_ 4^ +' ) I ij2' Tf4' / f2" i14, r I s CD i -r --- D. 1 I. 1 i - I aA '/lam i . YL' N-� g-1 jti-SEPARAj ,J4`YNn.' E%isTtt76 ,N f'1--E''as. BILK W M TO GUST Sµ- 1 ,j<'s-PAIL ..-.. _ - 95.E s5 W GLASS a .:.........: .. . '::_..L.. ...,-1 AT Xn4 W.._...._..__...., . ..1_. _, 02IE`AW Pwro. q . F I N 1 tnsrli oAR 7-aY1 M I If 7 5 -8 I I A -..- .__,.... I MIA. N i L MAX a N a I PAAIEL LEt#;TW O _..... .. . . .. .... K_.__. .. , _ ..... t _..... a" PAIL LETiOTH N� - - ELEVATION (aEE a I Ex€vATw) ,- 4nI, ! ON SHEET 723 Orr'-wEnAlu R r ON ; SHEET _ 2) � -J -j t t pap A TO GLASS, a I Ike .,., a d-•--"-" , T.-- ' / I; i / r It I i : I a" I Exwm Potif E.O.A }_-v. I CONCRETE OR y,=. t __ - Ek15TNm4 "riU(tEtr ' ow f I ' COaCRE'!E OR ,-a' i - __ . f GYSNCRkSE @LOCK " r F 4' . GONORED. BLOGk. s r' TEixOHO) c -�', ed REpiaREL. b . 1' _. 7 fR � REQUIRED. a'` 0 'ors ! T i I - .__ f, 1 e _. _ r �_ %- I ¢ rt,5 «. _ 1/a'e+PANEWATE Piall�....�_' � 1 Y pANELMAIE F /. --- ' _4 RSA�&#-11LE!_ AxcHeR o ]2 if2' D.c. � ANGipR (19EYON6) SCALE 318-I` POWSE «A.. i.Ni. piN&�' '�4t,W , 3' wgGEN �9 - FLORIDA BUILDING CODE n High Velocity Nu Gone zone a tY, ,A, C * Y nmx0 MTExa Pc zA GALVANIZED STEEL STORM PANEL FH S O'. STATE 4NON 1rW,: :Q y 9 •. � p ,, s,,I OR.I i ��`�rQEN4, F -A]n fnfmxo GLOBAL PROTECTION PRODUCTS. LTC• LMh 4eol Ew: a1 a1RE€r 1L]A T A-391t1a iQ � rtW AMA R, aA :OA wANW: ra aN Ae-1 TL. 331Ts t t 4M th P. .. nAn"at��PrATPIE, 1i {G1+I)6a ( HaN- a-da<5 FAk. sa+ a7AT.NN/ �211-17.1]t'" LI1LF,. CA-OaDatiW �f "'. AW.:P.E TA•/a./MRMTUwwr wMitER A ,f at.,PE ad , :: m -tn % I SEE OASTS fa t f8 Ei]H ANCHDFS TYPE t 3PACM6 Flat P6W.LA1taN5 a1T0 nOpD iRM:ME BU4TiP10b. NO Ma4AIMA EOM ofSTANCE WMYW ANCHOR SPa '=*" A� INpiG-,'I$0 ON TIRS 'SaI#�U4E< <E1R E,p T,i� TRAH WA1CAt@ tni aCHENRILE REDUCE A4CNOR SPKN'iG 6Y MIA.TPLtM76 �ACDAG 5]toWN ON 5d1€Diltr 9'Y THE TW].OWNlG TAL"fbA6. Fob tits OPERATION To BE DIED S,W1CANft OBTAINED U9WW fACTOR'SHAiL Nm Be idRR 771Aro1 WfMA4UN SP:Ft:1Na M'LWCATSD TOR EACI4 ANCIA7Ir rrRE aT TtNs SCHesnnE. 7APCNI (NtlL1 1tE NBgipa/ ANC4Ke a]tA� @3 - 3 s "AtlMgaMTWQ iOenvWA.J 3 ] umwtT t W< wPN1 da 3 1 1 R ACTINIC TAWa9LE$EiJ FAQlgR __ 1 R a35 - 2t aet - r 0Ao t:o0 3 1 - % ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS 1 THRU s, ON SHEETS 4 & $) .LAX, A.S.D. DESSU PRESSURE RATING tP,n.F,) VANI MUM ANCHORS SPACING FOR 741N E',0. PER SCHEDULE BELOW APPLICABLE TO NAA`1NUM PN4O, LEFiGTt1 ".. L (IL) MAX. A.S.D.MAXIMUM ESSUH PRESSURE NG (`P..f) _ ANCHORS SPACING FOR JOIN E.D. PER SCHEDULE BELOW _ APPtX1Ml.E $ - OF THEM -. MAxN LA EL :LENGTH. ,L" I-1 'YAWN... SOW �: -SET PANEUMEE POOLE XP PAtNEtMATE iB,1)S -. : 1AAatC ,,, NOUN CAUL -1N - de:.. t 1" DE TiWN TAPOON '.; SDLR}-SET PAHEI:MA'tE FEMN.E. i PANELMAIIE PLUS aM4AC-NOUN CAUT-IN. #n ni 1a EHM#fE to... to mxattE TO To TO m -To pp 7!• A +45, -'46 OBE LEW T:3" " 1 3 t3• 13' I'v 13` IS' 13, is' Ir E3" (TAP 1 .} 6 _g OR LESS #45.5 +a5, -05 13' S37 13• 13' 13, : 13' 13, 43, .-:.. Ir T3- ... 13' 11 1/2 t (TOP) 6-S!R OR IFS$ t.. 3 __13 1 -...rot" 3 - fY 13 + ^: » 13 .- t3 73 w . ". 13 i! _ ," #a , " a :7 BBTTpA1- { ) I3 t ;. 3 t . 3 IS'.:- r " 13" 3 B.. r T " S :q 1' T.. t .." 3 T:N 1 2 / , T7YCM) (BEN _ t_3 13 13 u t3 i3 'r 13 13 t3 13 93 2 t1O#) 1S T3 t3` 1S IS 13 : T3 T3 —Ir 13" W 71 17 /2 2 (TOP) 1 3' ,S` 1S 13' T ' 3 13- tS' tS' t1' i}" 13' i3 2 (BOTTOM) 1 3" 13' 1 3" i3' /S• t " J! 73' 13. ]3' t 13' 13 ' 1T 1 { M) a r - ] *` 3 T3 ; S• IS " t3" t S' 41' 1 " 3 ia" 71` _ 13` to ' tT0) a P 1 a' 33' sa' 1'' t3" t' 3 1 3 T3" 13' t' 3 ,3 i ;Z ! 3 (1OP) '- ».� _ I 8 12 7/2-12 d' tj2 6B 6 1/+ b i/A 8` 2 Tfa. li 12 if:- 8' d t 8 " @ 1f4 d m,q 8 1f+ _ " 7.1.. !2 3 (BOTTOM) - 4 f aP m {T 7 f2 12 ij2 8 J4 a 1/ Z 1/2 a JZ I a ! 6 J S (BOT7piB 2 6 d a 1 2 B / 9 7 i 2" ! :. 6 6 8 - . - 3Y tT�') t3 iJ > TS' dP ;3 » 71 .. t .f1 3 3 3 .. 13 1,.t3 3 4 B6RiT1N,1. 5 CTG.) 1' 1 t' 3 B 3` t" T J t -3' 1 , S d .a t3" 13, ,�t 73"...: ;; 1.25 / iTOP].73 T!' 3 ' i 3 1 t 3 1 3' i- .li' 13' ; 3 1 3 3 13 . 13• ., TTO {&] M) _.: m'', 13' _. 3' 7 i3 i3•SS _. i S t 3 13t 9i3, ! 2 5(BOTTOM) - ' - fY a 1/4° 0 1/4, ;3' 6 TJA' 13 a ja` I 3• .- 13 "., _ , 7 " S - 3 ' _ � 13 6 T a' _'f 13 S Sj4• (TO 5 P ) 6 i.«): t 3" 1fa" t " } G r 4a 13" 13 d 1j4" 6 i%4 } " 3 : _ $ _ iS .-• .-• I 3 S 1/4" T 1 2�- ; /1 a ids"-) 13r 5-... 13' 10 1/2 • IS* 7' 13'7" 71/? 51(2 ;S` 4 tf2" 1 .(TOP "- , TO i3" iS` 738 1 2 T3• B 5fa' a 7J2" a 1/2' t3" 5 I/2 TO 13 1't s t3' 13" a 2 ! tY a ff3: 10 1/2 % i/?' 13• : a'. 't(BOTTOM) :2" ta' Ia' 13° I 10` #- 13• T9` If 8' 13" a 1/2-OM) k(SMTOMI) 73 - 5' 1 3 ` # i :' 0 2 / _ iS" _' 7' _ I I3' _ 7" 7 1 2 f. 5 2 ! f3" _al fa {TOP}:. 3 6" r T,. 13r� 8 3 !? t3" ! 7 JS 12` j 572" ! 13 r 13` TS' - 9 f2 13" 9, 2 / 0 1 2 t / 7 1 1! 6; J2' 2 (BOTTOM) { ) Y 3" 7]' 1 2" / 71' /3"' 3 0 i' 13' ;D" it" � e' 1 3 B 12`QM /)13' 7' ,13 1J /]' 13' S t/2 t3" B Tj2 fiO ija 7 1/a /2 *3` 6 1j2' 3 (TOP) t1' 7 1/2" 13` TS• 13` { 70` ;S ;b• 17" d' i3" Ia 7f2`a. .1 -2 1 /2 1 2 7 j a t - + ! a 1.4 i t 2.,: 2 t j-. 6 ; ! _. ,- 8] d J a l ♦. f S { SCflOM ) 2 2 a ! at rt".. k.A; ! 6 / 2 1 .. 2'1?i2 J j �/ 6 74di4 M' ) ___ 8 t S 3.e d i 1 l2 e 1 2 3 -... a. r 2 3 a'. s 7 d _ a A 4 7- z T 3 2 s 1 z. Ij ! :TO 3- 4 OP it _) g^ ! - 6. - 8- _ 8` - 5 t/2-j - 7 tj2" _- S - A' _- 8' - r - 5 1f2'r - - 7 t/r - 4 (BOTTOM) •4,151� 7' I3. 13' t/ 2'to 12.712' /. t" _3 a I I 3, d:;a" J t' 3 i2" 1°t0` 3 :T3 7. t3. f&/121 1a , B r/2".1D 1/2 7 2 13 8 tA'I I3 N 1/2" ,SA 73 93 ffl 1"S ]O tt S 73 6. /2 t73. 6 (gp1- e 13 is13' r -. 7 7f2 1 5 j2 ia" 4 1/2 13 ) It - 13 t3 ` '912--i !3 J .3 • Bs /2 9 ].2' ! a2'—' / 13 S12"a { OP13 (T )", - - 6 if4" ]/A- - _ ,. e._i/4' 6 }/4' . �. & TJ4. 8 1 a" 6 1 4" 6 t 4^ -..... - 0, llA"ail*" 6 ( '«) SEE SiiS£1 I MR 4.MOMPRS -"t: & SPACING FOR 0644ATOW Mo 0000 RARE e 3e ww AtXSiGR EPA== Aw ea mm � owma ARE Ia wtv GN 91R5 SCteDWL :DR E6. LE55 THAN N40NACT b ON SC iMAX REDUCE ANCIAR SPAtMW Of MAMY0a SPACM DOWN ON SOCK" BY THE OU.0Na14 FACTORS.'co THIS OPERAMN 7a BE POS$76LE, #EDUCED SWIM WtAw POLL. Aroi' 6E Lm TFL�AI Milmmu SPACM PtWC51E0 FOR EACH ANCHOR TYPE ON Ito sommuz, ANCHOR TYPE Ile. /f4'A- Ij4E Ile. i/d"A Ija'A _.. ._ TAMx,R - fNxD�iR ._. ,PlNglr 9] ______ PA71@MQE.. _ UI1A0-NOW CAuF-w NAMNUM ANCHOR SPw6fO III') 3 3 3 3 2 ter 2 tf2 beeeRNSM #Q J ] tl2' Y 3 3 to S off"Ja(Ea.1 'Meal 3 3 }f1• ] 1f¢` 31/1 3,1/2` 4 AC'TUIV.. G61iV#4 D.) FACTOR n" D!S - - - - ____ -ara --- _.-_ .... ... __� -- _..»_.- r -.. A.WO Inc-.,._.. _ �:__ 3,Jr....,...,_. ...,. ...; " t.ao _ _- 1APN ..�••fix3 _.... w SPACINGS ONLY VAUD WHEN SPACERQ9 <S i}.SEO.£ T T FOR MAX, AS;ii, DESIGN LOADS MAX, PFMfEL LID+GTHS WfiiEN S USED, f as _ A.S.D. DESIGN [AM "" MUM PANEL LENGTH 40 PSF OR LESS 6'-s' > 40 PSF TO 50 PSF ri-2" > 50 PSF TO 80 PSF 5'-10" A MAX, PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & IN SPACER AT 12 1/2` O.C, „.__._.,. ._..__...___ ._-.___._�__�...__.�».�.... ANCHM (SEE SECTIONS ;4. ALTEiIOTFdE5 ON SHEETS 13, 14, 15 IS)--------..__.__..-._�:...�,___.-_.._..,., 13' MAX. R-IA/13, R-2A/13, R-3A/14, R-10/13. R---28/13,. R-38/14. r tx.I D.Id., `2 , r- ° R- AW/11I, R-2AW/15. R 3AW/13. R• IvW/ID, R-28W/1$1 R-38W/18. i" = , { � f ____'_ . � __ __ _____._ 0j____ _ - _ �---i-'--_ I -� r_ - - I I { it,� � I- l j r' '- 1 i I 1 1 j I 1 � 1i L ,+r 1 i ( P { I i'r 4 E I ii I Cz f I i i / I 1 { 9 I 1 "` ' 1' 7 4"d- i' 1- W i ZOz SS, BOL _ Y' - 'I USE FOR PAWL LE34OI71 - Lux_ r I PAfTEI:. LENGTH 7t Dv€R -a 1 { { ;REGULAR STORM PANEL I REGULAR ".]TORN PMi£L 1 e'-s' 9 +40.0. -40.0 Psi. i w MID PA1lEL NOL OVERLAP tE1101T1 ___,_-Y___- --'__ __ ___s_ 7___ [ '7 ,. "'Yi ,. STORM PANEL t 1 8 , i , LIFE SAFETY RM , P• ,. :0 OA4RLAP MID AriRF. rENG04 HCN. :AC S , MID , I , (W/O r) �_ - - - - .- :... A A USE 2"_g W. PSNE4 LENGTH T A e 20.1 -s, : __ j AT 1 AIL I. *'13 i iBlC9 I' j} S.S. BOLTS W { L ( AT FU. OkER ��'1 �i i- t --ir : ty 1 I Ijj i 1 fii ' - :, :, _---._., _.<»_. - _T, I.._ _-.v._,__. v_-._..._ ,...._ .- __...,.... ',_ _----`...... _.. .._." __ _ .._;e__--__._>_�___ly;______f�,__..�°_ _:. ___.. _.._•_ _ _._.-.--__._--_, ;.___, ___a__�-__R.___,. __..___�. ___.__ J e ., _ - _•Zf NaTL'H€5 AT STUD ..:i i . K ' { ,.1t� FON 9 LRA "I""9 , I 'tAArA BOTTOM E'ORNFRS'. _ t. EL 0 lie;' , , -OVERLAP-'-OVERLAP .I. (� ,. OF 4�.1 WINO NUT AT `....,� 4EINO NUT A7 - _} }` I. LEFT PANEL - RIC/4T PANEL a" Am t. INSTALLATIONS ONLY VAUD FOR WIND 1, MDT- R-to/13, R-2A/13, R-3A/14, R-18/13, R-20/13. R-36/14• I' ION, SPEED UP TO 170 m.p.h. R 1AW/15. R-2AW/15, R-SAW/IB• R-IBd/15. R-2BW/15 R 38VN/18 „w _...._..: " ..._.,._.. - __,._.._ _.._ _....,,.,.-ANCHORS (SEE SECTORS & ALTERNATIVES ON SHEETS 13, 14, 15 MO •----�.., . __,....,..__ _...,.. ,.. ....... .. .....i„ ; ij4r M:_ GAP LIFE SAFETY STQRM PANEL ELEVATION {t} E.GUTAR SCALE 'I./a5°..t" - 1 R Z,BB7' Y ') REGutAR 1� -' - - , STORM PANEL (ANON O.kTa.4P st ]N4#t VAa Owl...F STORM PAMEL . 4 tee,,>.. ,.r -- _ - t/4 t tf �@. ... y� I , uAx. GAP-.,,. 1„AG d -.. -avERL+i- 4 I .. 1 .. Z LIFE PANEL S''CI'. 11F,v. FLORIDA BUILDING CODE Non Ht h VelocityNufricona Zone E 'r'n�tl`�y-i,NRIOI` •*�. °3pw ta1Em. Wlo 24 GAGE GALVANZED STEEL STORM PAWL A OF, "^, ,". � EAR A _ I1%� GLOBAL PROTECTION PRODUCTS. LLC. 07 oe SECTION A-`!1 T iM t OaMPAMT 45AO SW. al 87BEET RA<•. . a os SAt".91 MM a AAtN2 it. 3331< 20-175 SCALE 1/A"",1" �'"'"'7 Mar , Ut Art-,s.1o_. r_a . (X4 _-_ FaDir. (RSII --1w, F+k,. t"04be'-i7af _' -' - aeNAMr6 Nu ,n,A,as CA-mmlit r.ss — ss o. P.E. SEN.jSIQV.IVR,lMiC AwATQ A 1aiiT 41. P,€ ±fHCEY 12 aT Ie FIANIM 4 iE -. INTO Y1�t;� UaU 3 ;. ; 7— �' �;h '^... __,.: ," it 19EAOER ,... �, ,,,........ .. , . ' . ,�...__, ,. .... _. - .. , FADE I' . ""., : -. . .-- :� .. HEADER. I � . "` tk -.. om HFAM «. ` D HEADER _,. ',. +_ , .- .. i StED ,, :, , ECi3IRFA7 ;� ":... ,'` DTpklpiRm 41 - :: O- --1, S I'iFArU ., -, ;i' - -.,,,, RE Ill - i_ _ i. I r ; y. r, t ! -tz t[a"i TAPCON t 4'A TAE+CC4f 1 4'R a'APCOEI, : i 4'PTN4ACC44 „ -�, ,ryry "• ANCHOR 41 9' O;O, ,., %..'; ,"�. `/`HIIR m S:` q-.c:: %: s f 'a °'.' CHDR a @` O.O. '•.:�• . 7 r , :.. SWC s6 V D.C; ... 2it 2 t' 11 2 Z _., 3. T L 11 r r'S,9 .;: 7f2" {VAX. ,.'* ^a @` .' T^ , 814"' i€ `I T/'2" 4 _ 4/4' ,;. �, ice" s: if4" _- a ' . ,, . ✓. . . i F ,: , i :,' .MAX. , , 1 , - ._.._.....�_._ - - MA]t ..,_`___._ ,� - MAXI _____...__ !I i II $, 1 N , I - --- Minn. , EI, I {.i. r M}n. , ,s I ., , , (;, Mb. , a1j i j r,. Mid' 71E L I t �� I I pti 4 1 IPA i It I I _ ,/4r-Swt" ;: B i , Sj4's.:aDat' i 1_ :.. lfd'a+aM'a, ..:..,.A __ . ,.^_s T ^At Gap.75 Yf 1 ', 0, _ ''' _. AT ed.R w - N rA E7 5?1 _ E -ss, ears W n /3g R AT a D,es.61 - U 1 :/ k ... ,., _ ,--�' r lla# F7R iW41 i "gyp , L 1 I AT B. &AAIP DLA55 t J cuss _ _ _ 1! _ Ex i. �t IL__ _.9 „._.;._ .. - >'.. ,tom ...__ _ .. w GLASS � �— � F[R FdASS _,." --�. �1EIRAH MR ✓-w ..-1. ,I'll �._ ... ..,i. n ', I 8 II A"� 1 1D411H aW,7 "t) A»': 0 d If R ,t , _ L MAtt: r) 1. I 11 : i ( I 'L" NAx. �--- P TH D i S. PAe�1, LENGTH -Ma%, ..._._._...r..� __L.....N (SEE 'I.t DN t I � 1• Nos,: P-_._�.�_- d _.._T_-_( �._...._.1 L . I_ ELEVATION 1 { N i - II I 1 i PANEL LENGTH 8 - --_"*" (SEE. FSF/ATICWf p j PANEL: LENCM Wt SHEET 72) I ' ON SHEET 12 a I � � B ::1 _ i _ " _�,� __ SEF a. ,.»_/t .,_ �. 1(SEE ELEVATION p �...,..T �_ r P..�.--:�._-.- ..-.trl' ...1_.__. { ELEVAiIf3N _.,-i-._.-,.....-..».I :i -....,...,.� _ R..-,...,_t � R , � I ON SHEET 11J. 9 i 9 t t g^(1) :. ON SFiM 12) M t i ' Lrn.. n-_ _. _,-I - 11 _ ., _ � i II I. ]Fin I , .' M'n. _- u t `1 t : tF-_._.gEP RATIC.t_ i ,I I N /__- _.._._ _ Tlaa-- I -I -- { �1 ( �-- 1 II'-SEPARA :'2 IF^•..SEPARATTDN- is .:'++' a :_" L�j N i`. MITI.t: I. 11 TO GLASS. Y !✓. N 3O ,, .1. t M , ` i I 6---5FI'?INTim _'. t N a 6`' C"T R , ` N 7T7 �1.. I"' 8, � T''' ,. 1 _ j { -e- t I a L a' 1 _ 0"3, _ r,2t -i i rr'I _ !2'; F I L{p •, I an r E.)). '. " :I ' � ; nz 0 '," . . _.._ 1:_ � . ! ) I I r I { I J t r t , I- Ea ECL T "1_ EO Ai. �( R II t 11 wO¢if. L' 2 N "a3: 41E% E y r T - � i i7= � -'t I � I'- _. PLATEmu ,I {t k11 { } i _ i�': i REWIRED :� a ,2 tJ7G,C WV" - t 4 4 TAPCON 4 /,PGTNN7 4 APCON ' 4 I 2 A WOOD A t t. t" T t 'W Y Sj " ' I ' H, O OO: ANCHOR O 9`O.C. ANCHOR D9° q.G PLATE ANO 9 1 d I i "e T ,: STADCiREp' W/ S"rU0 � '.; a 1i STAGOEREp W/ aTUO 1 WIRED i _ n ✓ APOPN III f 1 'L I 4 VANCHOR W a" O,C: 11' 'A; WON } , { • 1t;' i TE _ . "' a_. REWIRED - m,;..._. _ >.. _.. REWIRED . .. .._..-" ,-_- ALTERNATNE R 49MY Min 1j ��� �( L,S#EETt' P,4NEL g WALL MOttN MM �w�� a��� TINGS SfH.6 3faA•+ Ff(,df 3t€^'-�91.rt3if�- % u FLORIDA BUILDING CODE Mon HILb Ytia¢_ HMrr'can* Zone s2a2a 7o:1tN. NYC F.P. "> x 24 GAGEGALVANIZED L STORM z : 0. 167 , i£ STEEL PANEL DFMWM en' - R L TO - R ,D DES '" •-----»----- 1.INSTALLATION A E ON Y' VAL FOR AS DESIGN PRESSURE RATINGS {p.s.T) AND PANEL LENGTHS As'& ,r,--,`"-"`-�,1 i ��- oT/r/zrao LI PROTE�TiO�'i PRODUGTriF LLD. PER ELEVATION ON SHE 12. 3L STATTE{li•�'-'- , --'' C O 11EC: ..SAL DAM .--+ - 2. WOOD FRAME O R C. AM SAS a1 Sow FOR NEW DO RAMS C NST U TIS)N; WOOD r ,.Ty T R [tA¢1. ¢ R 3151A ' 4,OiTi� "4B""'4'Td% w 'srq W. 3[P, wW" Mid PA.AN« GMAT, BE SOUTHERN PINE No 2, W/ SPECIFIC r..: .,,' .� N.,.; rs o,-ism. o. rH,n.*_,m, BodN -7e+a. FAx ro4laea-ear 20-175 MEMBERSOF DENSITY OF D.55 OR EQUAL, ,- .,,rA rasa,eo" S/ A615� ,T- CA-a04071A A[%A. FrAN. .A,., — rA DMWWNa AP: NAM- 4 i M IER A 11LLN % t. EIMYr 10 # 1e (VAUD ONLY FOR PANEL'O1, INSTALLATIONS AS PER SECTIONS t T'HRU S. ON SHEETS. 4 & 5) W A.S.D, DESIGN PRESSURE RATING EP..J-) MA%aN7RA ANCHORS SPM.9iG FOR MIN ED. PER SCi&OULE BELOW APPLICABLE $ SECTlows t AYY p +j ANEL PANEL itNCTH i' in:) MM. A5,0, : DESIGN R :PRESSURE- RATING (as.t.} NA%INUN ANCHORS STINGING FOR AtlN E.D. PER SCHEDULE BELOW APPLICABLE TO &ANY PAVELN 4EHOtH "L. (rL) TAPOON... SIk.IB••SET- to i'1L15 7N�tAG'-.NAILM CN.M-Ild. TAPOGN 90U0-. S ET FEL6Ni TE. ro R PLUS E 7A1dAO-NAILPF CALK -RI 7, _ .z. Y3 TD IQ 2 ° to T° To m vmcmmTo To pia 9 To OF M >+a5, -$5 + 75 3 t. t t- ;S i3 t 3 T3` -, 73 ;3 iZ 1J tO t OP) a, ., a 4E51 76. � +I7&-,faS.. : 4 3 S # 3 1p T 2 / 1 1 9 T T3 a f2 ? r /. a .-t3 f2 :TON. . OR LE'SS. 3L 11 ,1 13 .'. -'.".,. 13 ,. t! t3' tJ 73 . t3 S2 tJ ".. ,O t (BOTTOM) .. I /3 6 /2 7S IS" ".:.-�.. t3 9 13 9 ,0 7t4' F 73' 6 t; (BOTTOM) 1 ` 3 it" 13' i3' 73' 13• t ' 3 13' 73` 1 ' ? t3` aO ` 2 () 13' T3' t0_ /+ 13" 11 1 /2, 13 " 6: 2' f 7 1 - Ja 5 1 " la 13` + 1 2.2 / t1�' ). T" 3E 1 3' t ' J a 3' T.3' #3" t3` 1 S" 52' ;3" 1 O 2 BFTitGM { ) ] 3 r t' 3 i' 3 _ ], 3 91 f2 4 3 # !2 O k 2 % f2 13 f 2 (dOFI ) 1a' --L":— 1t 73" 13' 73• 13" Ir ,S: (CODS t1' I 7• IS; 73°-.. -I3` 2- 0 tj2 13• 9 tf2 tO f/2 7 ]J2 13• s' 3 (TOP) - - - I2 1/2r /2 Ij2 S f/a' 6 './4' 12 ij2-,Z t/ - _ 6 tj4' S tf4- 3 (WTTaM) - - ? 7/2`72 1/2 8 tf4' 6 Tj4. 12 IIYLa iJ4` 6 t/4• 8 1/4" 31rip1TOM) _., -23' I3 w1 '{�"t-`"" : p. .. 71 8 __.!IL_B y a :p.. 8 s.:, 6 t 1 8 ^ 7 s ) It It IF- 4 t/2' #.' 4 (TO.) 4 oN i PAST ) 7 e 3 s � 'a" 8 a J 5 1/ ". 7 " a ^ :4 t/2. B' y{ 8" A ! `_-.T t 2.. 4 J.� Z ! a S t a I ?' / r 2 i 2' f 4.. ) (.. ] tt` 1 I i"-... 13- _ t3 1 ] 13' 13'. t1- . i • 3 T 3'•� 13' 1 3 13 -- I - I ` 3 t "".. 3 73` T3' _ 43 1S' 1} iS' tY 12 2^ 13' i. '- 3 13 t0' 1 o' _ .- TD- S t1TJPj 5 BdTr4AN t ) d Tom} 13' ,a 1/? 3 7' - I' 3 5' - - 13" via ...._.. 1 3 5 3f4' _ 73"- 13• `., 1 0 1-� A`2 a fjA` _ 13• 73 13 a ,/4' a` O r r / ...._-: Y 6 1 / 8 1/4' _ t3^ i S 1 3' a tf 4" 9L —. 9 t 2 6.,i f 2 8 1f4' _ Fd' 2 7_„ J. j2 i` - 7 If2'. /2 1 6 ? _ ! / - t3' 3 ,.. 1' a 1 /` 8 / a' a A 1 2" j 6 1' 1/ 5 Ft-) (BOTTOM} (TOP) �.. a : _ a Bf77T" i ) - - a f/$'{6 1jt" 6 1/4" a i/t" - _ _ 9 _ a 1/4' 8 1J4' 8 (17LItT,"). IS- 7 7/2'. 13' -. ,3" l3" To' Ir IQ' ,1" - E' TS' 6 1/2' t OP)- >5' 6" TO 9"-0' Ir 5' -ir to i/2'_ :. TS' 6 ,/2" i1' a t/2' 7 Ilt''5 I/i": is' 4 1./2' 1 iT�') >5'-e" 7O T-5• 13 ,. 7 Ij'7 :a Ir I3 «. 11 t D t/2 '" 0.3 10 1 2 /. T 1...." 1_ !2 ".- a -- I3" 7". t (BOTTOM) 9 ' E Tf9 3 : r3" 13' i3" 9' 13", 9` 10" 7 t/2 f3" 6" :T.. {BOtTI7N) 73 " 7 t - f2 S3 ^" ,3 13 -• r O ,3 '• f0 ,1 i a 13 a ,j?" T 2 (TOP) t3 5 73 i 0 J2 7 3 8 I 2 / ; S 5 f 2 J 7 r - f2 5] 2 / 7S d 2? / OP (TOP) t3 7 1. f2' 1 3 1 s 1 3 t t 0 2 I T3 10 4 2 J ti 1 77 8 13" ?a 2 @ffl'TOIa ( ) ', 3 7 r 3 1 3 t3 9 r /2 t3 9 2 / 17 O J f2 13 6 2 / 2 BpTT D ) _ la { - - 13, 1? I/2'1T? i/2" 6 1/4` t!_1, d 1f4' ` 12 1/2. 101 rif 6 I/4". Tr - - 'atf+' 6 1J4^ :3 3 (BOTTOM) /3' 7r 13' 71" _13` 8 eIr IX 9 1/2'tQ Tf2":71/2`: t3` a` 3.¢TOP) - I - 2 1/2't2 t/2• a 1/4'6 Y/d' :2 i/2a i/4 a 1!{" 8 iJ 3(SORON) 7 1/2- 3 1/2` _ r 8• > t/2'. 4• 6' t 1j2" 5' 3 1/2' r 3- 4 (Tf>t+) 7- 3' r 5 1/2, 7` 3 1/2, 8' e 4 Ile S' a 1/2',Z t/2' 4 (Top) s' B' - a' 1. - 6" - r - 4 (BOTTOM) 6» - -a tJ2' e- - B' -- 5 - _ r - ♦ (BdTTou).. IS" ..- 7 1/2 1S' 13' 13" 10 1JZ i3^ tO If2 11 ,j2+. S• ]3' -7' S t}' Ia 1/2". is' ]3' --i-r- 9" I;r 9'. ]a^ ? Ile 13" 8, 5 POP) 13" 7 1/2• 13' 15 13' ib 1/2 t3" 10 1/Y"I1 i0 ,f2 t/2'I it t/2 8- Ir 7` 5 (BOTTOM) 6 (TOP} ,3• -Y 1S tr 13' - 9 iJ2` 13' 8 Ij2' 10 If2r 7 1f2` L3 I e- i (BOTTOM) 13' Ste: t3' Y3" t - a 12 IV a 1/2' P 7 /2'; 5 ij2"... is """aft•B iTpiF.) _ t3' 7 tjr 13' 13' 1:P 10 1/21 13" a` IF- 7' S A` 7 j 8 S f + 8 1 4 e l / a $ 1 rL £ T 4 f s BOTT: ) - - s TJ4 N i{ 6-ijd B T A - _. 8 7 4 N Tf t 8 (WIT-) SEE S1e£T 11 MR ASS TYPE & SPACING foe AWAI UT*N5 WILD Rf000 FRAME KAUAI 0L ,1 4neVUM ANON SPACIIIGS NO MiHNUH EDGE INSTANCE ARE 00rATTD OR THS 5*10RUE. i1RI EM LESS THAN nowE° Ott spleoIRE AEiar'CS mciteR smewG Br MuLTPmAi SPAc N0 snow ew sCwmu 6y THE = uo" AMm fdCTm MR the .OPERATION TG. (S FG591a1E, REDICID SRACWG DSTHNE0 LISM FACTOR SHALL NW BE = THW MHAWU SPACNAG R4WATE0 FOR CAN ANCHOR PPE aN TINS SCHEME mom" TYPE i/4' .,-rY$dN . I/4'a 1/d'W ._... -'' I/a"a Ijd'e agl7l-4EY '1E 2AWJJ-N.WNE WM: ai.... MINWMRA ANCHOR SPACM (IW,) 3 3 3 3 2 ,!t 2 112 - DUTMi� ,15i GI t Er6.eAtns ` 1 3 vt- 3 1/2•: 31/2 1'Imr a 1,1 - - 2172 .._ . , DA1 pWU ._._ _v..... .._.:.. 0.94 ....: _�. _..__ _. 3 I- , _.-- - ,AE i; ** SPACINGS WY' VAUD WHEN SPACER IS USED. uEE.'EA9LE {T1 FOR MAX, A.sm,. DESIGN LOADS & MAX, PANEL LENGTH WHEN SPACER 1�) l5 USED, �� _ A.S.D. Dam IDAD MIEO EL.. LENGTH 40 P$F OR LIB 8'-8'. > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PST' 5'-IV A MAX. PANEL LENGTHS ARE ON �Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS k W/ `+"?' SPACER` AT 12 1/2" O.C. INSTALLATION DETAiLS FOB LIFE SAFETY PANEL(f) S 1 J4`W TAPOON _qc SI t/G POURER T jA`P tAPCOH S NG POURED f4 P TAPCAN „ „) X1511NG POUNCED /A'a fi °.HONOR tp @" O C .... CONCRETE OR ANCHOR 0 9 p C�.} : ' CONCRETE OR ANCHOR O e O C CONCRETE 09 ANCHOR /fr7i:G9 CONCRETE ®LOCH /�e'.1-+A+'.,2' CONCRETE BLACK if,; CONCRETE BLOCK w 1, -- 1.,r . -_-. _._. . _.___ t ,, F } E.0.4' �%' t I EDA /fl t I y F / f > f,4. 4 r I 4 f F '` .'f � i d11 h r1. J 1 1 t"� = N P Wit. I i_-.... t/s'W-20v1- R-5LO GAT i/+'a-7n.t' ! Ex D GU 57S R SS "3E 6a w ' `E 15 9 _ � BS. &XIS it GLASS B a .'.' FA AF» ( I a L .. 4FOR1 � 1 u.' _ + ._ .. I -_.. Sr• _. ;, 1 it i P LL Nos. 1' MAX,. PAN. -.__.....' .` -;,.: PANEL LENGTH Y. T EA, LENGTH a L h T __ ..:.....� ._... (SEE LVA7IBN c i �T SEE ELLVA7i0N __ EL N 1 �€€ { Y T N t ON SHEET 12 ' ON SHEET 1 I' Nin. 9 E ) 2) p -567iPJ f t lI TO CLASS. 1 1' n I s r # t i L 2 a ! € f / r, ✓ t ;7 r . r / Y" .r jj ! I J-' 'r i J't J 7 1 r ` I 5• E.O A 3`r i EDA , °r,'`- ?0. try^x:,"l I Sj?r t"' 6i .ere 1 o nt �. n X T oc df� Y `r r lv I I Y ,.,.1/4'e TAPCON� ,,,_7f4`e TAPOON - ANCHOR 0 a" OX, ANCHOR O 9" O.C. ' EXSTING POURED CONCRETE OR ? EX�aTING POURED CONCRETE OR CONCRETE BLOCK REOLAREO. T`.ONC Im B OR REQUIRED, O. RA ANELS 2 L PANEL Yy. MOUNTINGS SCALE 3/8-1- SEE, MICUS i@ t to FOR AWHORS ANCHOR Tvft _ 1j4'W TYPE SPACING FOR arSTAUJI06 NIO TAFC07! MINE suabOM& WGQQ& MMMUH ANCHOR SPACIlaP:, AND MR" IR"" NNWtoA sKeom p,I) 3 -04mmMmat s`a,n+1W OAa _ S . ,.., OXIE INSTANCE ARE INDCAnp ON rM TFLAN SCHaffiAE. MR to, am PIWATEO ON SCHEDULE REDUCE ANCHOR SPACRO uattanlml '.orrt-11oe8;d*i 3 BY MULTIPLYING SPACWG SNDWN ON AMPL BE C 1111 Z %w 81t'AOR SCHEomE ey THE FOL1bimi;� �FACTOmR��S.. me IH15 OPERATION TO I# POSS181E, /? � ,#tE0f8CE0 SPACING OBTAMO USWG FACTOR SHALL. NOT Be LESS TITAN _ a ,� .•« -._ _ _._.__ D.I-.,.-_ _-_ MAMA M SPACING iNWCATM FOR ECII ANCIaM TYPE ON TH15 SCHEDULE. r __._ ......_._.... ! eo ___.__.. 3 !/2 //'/% AWi.... r.11 f - MAX. I l f t b s 9 i EOe 3,t"'�'" 1 E.D.tr" f I f u r:.`11-11 ,;: ,1 r ;r C fW f t r E f = , r` 1. ., r r ,. 1 N 1) ..,n I N ," ASH. 1 1 TI 1 n M EX N--SEPNa44 WA II - 15TVNfA4t 7O GLASS 1 / E`%f6Td = 7&, L�;1E w CLASS ` "E S. tlat3 w f AT oAi ct:A9s n a - - =.::: uE TpfgWa r� a 1 !I Y r (Tiara, vA•N -47 u 1 u I _ T a I I1 N i T 'E• Mat(.. it "I:.:"' i EN a _] I _ 11 I PANEL LENGTH �" FARE LENGTH L! r b L I R L A17TJf4 EE ELEvCrlOri (5 a r ELEVATION 9 - I ON SHEET 12) I. t' Min i ON SHEET 12) II' -SEPTA wt # tf ._ - 1 _... __. T 1 li O GLOSS T _ 11 6- i 1 f ,F a 3 2 a ,/� 1 L,/ ,r d' � A'r X r t r r s {EE" r' T R �r 1 t [ E.I I j E. ! Q y ,'a- t' i I 1 ,J 1 J r i L EO -� L EO L '! t•4"Y-2tuiJP , d'i-i'Bx 4• EO .. -1 1 Ms EO , / ._Xx. ]&VI N3: I, ' . it ,, 1. ! imt.Ts W t /9c a !2 7!2 60.E , e f2 , D.C. ' _ tl4"e Tom :=; ]4_,-+j4,W TAPCON "ANCiR'IR 0 B" O.C: ANCHOR 0 r O,C', EXISTING POURED CONCRETE OR 035PNG POURED CONCRETE OR ..CONCRETE BLOCK ROUE. , _'ODNCRETE 8L$CK REOUIREL. sEcT 0 iI -PANELS 0 LI�MfE4�'!�� P%1NEL WALL MOUbITT M 1110iiFn - SCALE 3/8r1- STA TI I LIF SAFETY INTO W009 STRUCTURES iIs ET: i -WOO RM ,� '- `�EpiNBRED I I ,,,.�,: t a9 TAPW1i 1' 4'e TAPCDN + , - to "_ O 9" D.c. HOR 0 9" O.C. f (+' ` '{ Y"v - 112` ! [,5/4• i Ill` IJ<• } 2 I i ... I t ,, 2 r t 1 ,, MF, �t .. I N n1'= I 1 I T I. 1 (D I E)OSTIM11 $S. aaR W CUss ue°OLTa w PAwssi^a1 I 11,, _. _ , f ....._ 1 ::.• iDiatll RAR Y-a'1 - R i.. '''.. II 'o. E A 1 i "L" MAC. . • MAY. _ $ II .i ...._ ,. 0..._ ._. ,__:.. ,. _,.. _i-_ PANEL 1ENOTt4 it u I t PANEL LENGTH t''.._ _ -�-"_ 6' (SEE ELEVATION M } 1 I SEE E:..: iKIN I 7 LEVA ( 1 N O SHEET Z ) E I I rc.- _._. M--._.. ...,.�_ ;.. ON SHEET t2) 8 .�.._.-�._ w _._ _. RRATl'-.... 1 ��-, EP ti t" wn. T ii i0 CUSS. I "-a 1 I. i1--5EPARATiON-" I .ttiT j I €-'! R. I-?{ 1 Lf2 u t O GLASS. I N S` L,........«w..[ i L I r is - r 6 42 OC R r 11t Ijt D �' ED. I I t 11 1 _ 1 I W� i 1 L : i "( ii T 1 I _ PLAT` tEp z'%4` p4 WIII]Q j{ ��: PLATE PLATE ' I 1 REQUIRED R d OtXR E U iREQ A^► P 'a. P I �=, r 1 ANIELAIATE O 'I:A AMELWAIE PLUS: l.I+ TS. :,. .. ...-.. - f ANCHOR b 12 i 2 pO. ASvCHOR O T2 O.0 / 1i ,; 2 Ul [It �( Ai 11Nihi I,ttnnNri... util i 11t111a77u€C;Q ,��tiA Tl([/ta - SCALE 3/8-t " . ! L�CiEN.,lr .!i`ii it I. - -e : a" 44167 _. = FLORIDA BUILDING CODE Non High Velocity HurHcane Zone)[ #' _ ° "to. W70 24 GAGE GALVANIZED STEEL STORM PANEL FJF. TE O F _ (AMMO Ott T. INSTALLATION ARE ONLY VALID FOR MAX. XAaS.O. ��'., � --� j m� DESIGN PRESSURE RA MHOS (Ps.) AND EL $ {j jORy i'.. ,t,` IL( �4 LENGTHS AS: PER .ELEVATION ON SHEET 12, +..yC• .., 1 1 L. C v 1Nt, GLOBAL PROTECTION PRODUCTS, Ll,C• aAxe, .,.., E.W. a1 T r E,%. 4&aA TE, l UP ANI t" Y 2,. OR NEW WOOD FRAME CONSTRUCTION, WOOD r / F WO (� J MAL FL 3]37i / - t` � ins ntML 1314 t R >1N, a Sun rmAi AL W A f 41NIa4 20-175 rNlNItNN11N g i,}_,mp MEMBERS TO i3E' SOUTHERN PINE No 2, W/ SPECIFIC rnn. , NNNI ,;e; fA1N s„_,m, Ptwne (o5s�-rSFe, raL (Ea.)ees-arWF DENSITY OF 0.55 OR EQUAL.. ' .s. NPAa,.w MA FE- S6tif$AM1t9�fMff WDN:TERCM.9PDOar1�, PE. -I .1. a A11 7 x2 to Fd to �--0 W C_ � L_ m O (D -N� U C O '0 O N = 0- Im -0 CL .CM U Cn N ^= W � O Im O (a _� (n = O L.. Q L O ^' W CoC `V //^� O n 0 4-J ku LL 4_ O �—{� \ V > Vi .� C'n^ V+ V W //� i�}sJE S� O _4--iJ CU 02 Q /� �^V '^ C N N 00 3-L, W® " _ O � 0- 6 L Lam: a w C L =.4 Ql'C � m C".1 $ ice'+ 7n': td- R 4 - O C71 C.4 r s O CI} I." C O .d LO O G tU _ 81J _f = fo E Ea CD 6' C.D z_ O cn ,, (D [(1) W _4__j I 0 m v / =) m O L_ U) 0_ 0_ CD U i=3 C m 0 U ra)■ V / L W L1J Q z z Q _J 0- SHEET NO, SH 1.4. -EZlW/18 HORS (SEE SECTION EZI ALTERNATIVE EZIW ON SKEET ". i ly, Aix Max np= NOTE 2) IF 18`0 ALUMINUM W RIVET- N1 ;.AST PANEL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE D_ I PWMMO W/ REM HANDLE TO FACILITATE R4STAUATION IF %IU400 TO BE INSTALLED FROM INSIDE OF STRUCTURE, -T-1-Al- HLANG �_ORM PANEL SYSTFIJ (END PANEL) -,-(W,TERtOR PANEL) (INTERIOR PANEL' , (INTERM PAN-M) (FIND PANEL) I TRACKS TOP & BOTTOM. SEE NOTES 31 4 Sm NOTES 3, 4 (2). M PANELS SHALL iA1*VSGE CONNEC�M to BOTTOM TRACIC OTHERWISE A STOP� HAU BE -ria'Aury AT TOP Or SUCH PAN Irm- PANCIS. EL XNOT" 47 I/,- me exr, (,3), IF END PANELS ARE CONNECTED TO GortW TP C MIECTION LL 1-1- SMALL CONSIST OF 1/4'9-20,3/4- M_S_ W/ 7/8'ft31-37' *NG L PAM NUT, ORL16�4'*Z.1/4' Min, THUMBSCREW INTO TAPPED BOTTOM STI .IS. 0 AT EX OVERLAP TRACK Of FASTENERS MAY BE AT EITHER OF TWO C_ EXTERIOR FLAT FLANGES OF END PANEL SE j L I r-45f PANFIS (4,. IN 114AT END ARE NOT CONNECTED 10 BOTTOM T- 1 1 TRACK (L.� A STOP OAR IS ONLY USED AT AT LEW, IWO PANELS SIMU BE CONNECTED To BOTTOM "III& USING SPECS . 444_1-� VOCAMED 014 NOTE IN SUC44 CASE, CONNECTION OF %191�zl J_L�_JJ -LIJ-J _A PANELS TO BOTTOM OCCUR AT, ANY PANEL KIN, t 4' Max•tc - I' UT, t INSTAwP.ONS ONLY VAUD FOR MNO ANCHORS. NOTE # SPEED UP T40 170 --ISEE SECTION EZI & ALTERNATIVE EZVW 04 SrIEV 18) A"EZ I I a. VEZIW/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANQ STORM PANELf, SY9M M 1/4" W GAP Mlax —VALL0 Jd MAK ZAP SECTION A -A SCALE 3/32"-1- k11.4 i E FLORIDA WILDING CODE ("PIT High veloeuy HIM cone Zone) 1. A, r.0 IRTEM w;. 24 GAGE GALVANIZED SiEE11, STORM PANEL 44167 3 Ell, PRODUCTS. LLC. L E GLOBAL PROTECTION mir, IA. 6t ��"'VTJTCOI-e 61STAVET A Roit=�= I*f= M�L re, 343" I'Har-n-u. F� 20-175 Ff 4109;Uw3h: EH ENGINEERNG PRODUCT EVALUATION REPORT Application Number: IZj§9.J-R2 EX p1misolNumbrDt 20-31543 Product.Manufacturer, All American Shuttemand Glass mantuacturarAddresw 1W Donna R084 Wast Palm Beach, FL 33409 ProduotHama &Destdiplion: 24ga GaivaritzedSteel Storm Panels Large Missile impact Resistant Scope of Evaluation. This Ptoducli-Evalusimn Report is being Issued in abicordarice with the vequiromentsofthe Florida Depsrt4i1Rr7t of Business and PiolosslonstPaoulation (Florida Building Commission) Rule Chapter 11, F.A.C,, for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florids Building Code Seventh Edition (2020) and is-, for the purpose Wended, at least equivalent to that required by the -Code - Re' -evaluation of this product Shelf be required foWng pertinent Florida Building Code modifications Or revisions, Substantiating Data: . Effj_DDUCTEVALqAMgND0CUMLM EX dravurg,*20-31643 Aped '249a Galvanized Steel Storm Panels (HVHZ & Non-H")'. sheets 1-5, prapatel by Engineering Express, signed & sealed by Frank Sermando, P.E. is an Integral part of this Evaluatim-Report. IlESTRIEPORTS Uniform st3fic structural perforimince has been tested in accordance with TAS 202 test standards per test Teport(s)IIST-ASG-17-0011 by BlackwaterTesting, Inc, Large missile impact resistance and cycle leading perfamiance has beev tested In accordance with TAS 201 and TAS 203 test standards per test repoWl #ST.ASG-1 7-001 Jay Blackwater Tealfing, Inc. . USUCTURALEWON20INGIGALCULATION5 Str4etural engineering calculations have been prepared which ml"aie the product based on comparative and/or rational analysis to qualify the fullirmng design Ontario: I- Maximum Allowable Spans 2. MtrimumAllo"ble Spans 3. Minimum Glass Separation 4, Anchor Spacitrif 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLoA;0A 13442 (954) 354-0660 1 (866) 396.9999 TERN 0ENG4NsiiRiNGExPR9Ss,CON ENGtNrtRzNGExPAess,com ENGI-NEE RING Page 2 of 2 AJI American Shutters and Class — 24ga Galvanized SW 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 ourtside of wind zone 4 and essential facillUft, Impact Resistance. Large Inipect Resistance has been Demonstrated as evidenced In previously fisted lost roport(si, and is accounted for in the engineering design of this product, Wind Load Resistance This product has been designed To resist wind loads as indicated in the span schedula(s) on the respect" Product Evaluation Document #,a, entilreedirg drawing). Installation The product shall be Installed in abler compliance with Its respective Product Evaluation Document li.a, engineering drawing), along with all components noted therein Product components Strait be of the material specified in that product's respective Product Evaluation, Document (Le. engineering drawing). Limitations & Conditions of Use: Use of this product shelf be in strict accordance with the respective Product Evaluation Document Oe engineering drawing) -as noted herein. All supporting host Structures shelf be designed to resist all superimposed loads and shall be of a material listed in this product's riarpecif" anchor soluEdule, Host sloorrieure condtfions which are not accounted tot In this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional erivinear- All Components which are permanently Insisted shall be protected against corrosion. contamination and other such damage at oil times. THE; product has been designed for rise within and outside the Hph Velocity Hurricane Zone (HVHZ), Respectfully. NA j" Prank Scrrparda, PE ENOINFERINCI EXPRESSO #PE0040549 I Cen Auth, 9885 1.60 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLI)RIIIIA 33442 (954) 354-0660 1 (866) 396-9999 ENGINEERING FXPRESS.CCM 'T"', ""'77", ,,, 5-Inng 4Y P I. w, ro vgv ry W. M. r ,col PI tt In it rye FI C1 \0 F 1.Qoe 4"W, LU rW- tx 11-ul 3 0" 11.1 U1, HAtt AWW !I�mm VIE 1994k4l, nti Lj 1Q r yRXNrrV. LLJ 5 Ell I" I JA L ra A ii ZTZP� g :V Ing 10-31543 5. INSTALLATION DETAILS FOR 5ERIE5 20QQ E-Z HANG aTORM P—ANEL INTO POUREQ CONCRETE. CONCRETE BLOCK AND W00_0 STRUCTURES i__VNG POURED IJ14*0 TWON CONCRETE ORLOCK ANCHOR 0 12" D.C. 1110111RED, N 11 HHOD EN TrK HEX HE EAD TEX "NOR 0 12 SCREW 9 FROM 0 4' FROM E OCE OF EDGE OF EDGE A E.P. 1T- A ai rx SEPARX& 70 CIA,, 0 GI -ASS, To 0 ALtA#NUM POP WN, RIVET awry iL Mo. i MAX. PANEL LENGTH,.1-1--1 I--, i PANEL LENGTH: ENGY" S i3O E. It -A r 10 11 THUMBSCREW TO I 11 i -to of 36X 9 {T.fMt Masarnew r — ------ ED. 1/4-0 TAPCCW ANCHOR O.C, 1/4-0 TAPCON 2*.4' WOOD ANCHOR 0 12 C D.. E CONCRETE BLOCK RQUIRED REOUIRED. NUNTING SCALE 3/8a1- SCALE 3/8-l' E FLORIDA BUILDING CODE LW*n High Voice! !X Hurricane Iona)l iMiN, PANEL LENGTH t a,441 lqmp %lem W_ fl. " IV I INSTALLATION ARE ONLY VALID FOR MAX. AS,D. DESIGN 24 GAGE GALVANIZED STEEL STORM PANEL 0, PRESSURE RATING +/- 40.0 rps.f, AND MAN PANEL LENGTH, -� STATED If L I E C 0 tH., GLOBAL PROTECT" PRODUCTS. LLC. 2, FOR NEW WOOD FRAME CONSTRUCTION: *ODD ka IM I � _ FL 31114 mEmeLFtS To BE SOLITNERIN PINE No 2, W/ SPECIFIC ow _--I ow r.20-175 DENSITY OF 0.55 OR EOUAL. . I IT is, ALL AMER1CAN SHUTTERS AND GLASS 24ga GALVANIZEa STEEL STORM PANELS (HVHZ & NON71JVHZ) TOP MOUNT (COIN TV P11— \ (SPAN ABOVE AS REQ,O) GTRuI;TEON) BOTTOM AUNT(CONK TYRE (CONN TYPE AS REQ'D) ocn ON 0 iLCOATTGN MAY VARYL BOTTOM MOUNT IMNN-/ Ltnx TVFE AS RECI'D) ;SPAN BELOW 055MMON) PANEL, MAY " 'r.-NNE-Tic"S A"' BOLTS 1I" W-20 STTTCH `', TH WAsHERM ANCHORSARE USED WHICH IAIIBI� VAN FASTENED Is _GNUT$ SPANS Aac1V�a BELOW OBgTTRI]ETION OVERLAPS 0 MIDSPAN (USE APPROPRIATE*AANTAfl1_E) VERTICAL MOUNT ELEVATION 2 ,; (NOTCHED PANELS ALLOWABI E PANEL SPAN & GLASS SEPARATION SCHEDULE: 24GA',)GEPANELS "IMU11 III011M IIAIIF SEPARATiON FROM GLAN$ "I"", No CFE 4 4 FASENDAI, WOOTTS) PRO""N AUDWAM I'MINSTALIAVIONSIM HISTALIArMSGREATER ,S,U SPAN (I M.) I THAN M AOOVtr�EUA, 'E THAN 301ABOVEGRAor ASTIRIEW ARE STUDS USED IN 4 WITH ALL MOUNTING EXTRUSIONS' TUDDED ANGLE, ETC;,) , USE, 6,25' kSTIENER SPACING. TABLE VALUES FC "U`.HEADI5RS (INCLUDING BUILD 01 MAXIMUM ALLOWABLE DESIGN PRESSURES: _U1 FWS NOTED IN DESIGN DESIGN NOTES: I ISCE"TUTS S�ETP E5 LILA S � S1,3N IZIR TED ,AL�T P09'T'V'� �E13AT MFE Us, WITH TH 1- R 5%A,RATE 5NGIN]rG INR NCE WITH, THE! DEN'&WA&I'M 'PERh E'V%9U11'ASn_`N'0 CHAPW ,E FLIC AN fGO5 OF THE PU ICA BUILDING CODE'SRALL EF, LESS POR P USED IN THE TEsrE-D VISII ECALCA013115113 fill PIR Fit tl-A,'.T "I MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 1 i S, I I I W H."iH M W T 2T 24' '2r 8,06"U` Hand., Y V 9' 2r W 25 2r 7r W 2,r 2S' �.G&_,H. 7 7F22 ==� X 215& F 39r O 4M- EZF _, 74`F40" _I _ 72 Or I I, _W -2r' 2V ]I'- bract AAaunt 24"24" 24* 37 40' SV2Er AT 24- 40' W -tI" Hold. 9 2r Z ` 2' 13 to 'P` Ad* T,.,* 24" 24" _S:_ 1-- in 413' 2r 4"30' 53 37 Zy W III 'C'Tmd I 52'PAAA9414 ROM GA4S M AWMtl 14-IF, PIVAL ENW-r 1tM1' NOTMROR rn M&I NUAff, W.�� VIrl C10-a e V11 a. _fS_ I— f.1, ft .—T M_ --I C3 < OPTIONAL INTERIOR FASTENINr2 DETAIL I N'T.S, 2 fl Iri / I -J tin it 'AS, "Ah. as tit OROM 7Z, < 20-31! M OPTIONAL EGRESS PANEL DETAIL INTERIOR FASTENING g4" 1-2.9401; 0.094 625 IB •094" Y 694" TYPI TGA_ DIM' 0,37 2L 0125� 20 2,000' TYP =-OUT 'U" HtAEAR -1380" MAN 313, " 64 LIG BIAEtCrIch INE �0'. 7 7- Sea T-Y P TYP. Ro I 41r,", �_ iv OULD-OUT 'F* TRACK n, r a 376" TIM$, LIZ orr 1 RE. @r_AII LE -T&EVERS tX IVIENUM) OVERLAP 4` MA K CORIJER CLOSAIRE MAIL MAN N% 3,920, 11,1All"', OVERLAP MAX rna,RT.25" MAX L500 4!'MAX Iew MIN ANCHOR SPACING SCHEDULE- 24GAUGE PANELS; PANEL FA$TEKfR5@ 12L5"O'CL MEE wilt— M. an M 1/11 M M Em Imam M FROUREM 111311111 MMON 1�11 11111111REMER �Emwemm 1331MEMM 02 umn EM 009»m Iffl�wffiml "111"I'MaNNE 2S'MAV, I !0_t BUILD -GUT- DISTANCE'Ge IT r: TYPO ISP) .- 1,, 1. 4041, .1.K 0 M IIILIIP U C2 C21 CA n tz, C1 .4 Q U a C41 rj,� � 7 EMBED 33 'A' M_ 41 48 rz 12.5" Ir.0"_1s,0" ❑30,V' 12�5" 16401i 7,'�- 12oS'l 16,0- ❑Wd" 6,7" 1601 is.l. 861, 1251, U 1!1.1311 rl_i!� 12.5p, ro-0.1 14s" ❑U'0" 1_2 51 1,16, i6e., Is L4*7" 5.B" 12, Ir, I 6,0�, Cil' 16 0. 140 14,7 " 6-0 IZ.W' iG!I" 0" 160' 141" �,W' 14l` 5.0 12,5' 125" I�W 14,7" 6.5" A-11" 14,7" 5.13" Gp OR— 33 WOOD SC W 41 48 52 71 12S, 16.ql Isol, IGIV, 12.5, 16.0" IaXx" 32, T, 16A 108 6.2" id 0'1 Lis 12,5" T60" iIA" M#' !)�S" s4- 5,4S�, 1 :5- J2 _5" ra� jso" 9.6" 5-6- 96" JV., 12 V" 12,5' Is... R-a.. 1,6- 16,6. 9.6" M, ' 114" � 3-11� DI cCV1 33 TAP CRIF 41 4a --mviown, 72 L2,v. 114.011 1610" 121$11161011 11�wl_ AZ,T' 16.0"19Z,W/M LI1511 IE101 11311 1� 11" Is Q; 1 91, IZ5'; JAIEr" 1�12 tz.s"SfiD 1 1111511 Ra 1 1, 2,1 i2:V1 1.'a- 9,11. i., 12.51 ..." is.. ;,,," 114. 15". 'It-' B W10- -!W� GRNEID 23 Al; I'Mr4l �T 41 WOPD ous= 48 5Z 72 tZ1511 M011 8.W1 c"', 4.W' ILT, Ise, yc" 12.5' 1151. 1 1 4.1-- t2151 1514, 5.9`1 6;.25" IZ36 , .. 14.z! 'A .20 - 1Z 0 "�E 2, 4.,. ,D� _�� 61250, 47 ANCHOR,NOTES: I ANCHOR SCHEDULE APPLIES To ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY 41R FrtEEIGUgIJES MAXIM PMALLOWA13LEANC11OR5PACING. MAXIMUMALWWABLESFOSAAD INDICATED I ML2CITEOULE SHALL APPLY, ENTERANQHORS�:HEDIJLEaASEDONPA,NELFASTeNE�RSPP,I:TNG,'THEEXI'�,TroeSTIIUDrk)RE ATERIAL, &ANCHOR -NPE. Sr;LECTDWGNLOALIGRLATfRTHAkOP.EQiJALTONECATTJEC)ESTGN 6 ON SHUTTER AND$ELECT SPAN GEE A THAN OR EQUAL TO HUT R ANSFI-ECT CONNECTION TYPE BASED ON APPIZOPRIA�TE MOUNTING CONDMON (BEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. PANEL FASTENERS'ARE STUDS USED IN MN1 UNCTION WITH ALL MOUNTING EXTRUSIONS V'F-TRACK,STUMM ANGLE, ETC) ME6.25"O.0 PANEL FAESTINEFE5PACING7MLE VALUES MR ALL -W - AND �U`HEPDGRS (INCLUDI NQ BUTLDOUT ==40N 4, ANCHORISSHALLMIN5TALLIDIN ACCORDANCE WITH MANUFACTURE SMMENDATIONS, 5, HOLLONULOt;KFiDS'r$TRUMRESfiALLCI;)NFORM70A$TMCDO BLOCK. 6, MINIMUM EMBEDMENT SHALL BE A5,16TEDIN,ANCHOA SCHEDULE, 7 MINIMUM EMBEDMEiNT ANO EDGE OIu7ANCE EXCWDES STUCCO, FOAM BRICK, pNO tlYHFRWPLL AorQUAIELY TRANSFER LOADS TO HOST STRUCTURE. B, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY. 91, WHERE EXIST2AGSTRUCTURE IS WOOD FItAKING,LYLSTINGOONOITIONS MAY VARY. FIELD VEIUFY THAT FASTENERS ARE INTOADFQVATF WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD ISACCFPTA6LE ONLY FOR SIDE CLOSURE PIECES,, ID, WHERE ANCHORS FASTEN 70 NARROW FACE OF STUD rMiNt, FASTENER SHALL:BE LOCATED IN C0T1FROFNOMINAL2` X 4" (MIN,) WOOD STUD (%` EDGE DISTANCEIS ACCIEPrA9LEFORwWD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G-0;55ORGJ*XER DENSITY, LAQSCREW SHALL HAVE PHILLIPS PAN HEAD OR HEM WAD. I L REMOVABLE ANCHORS ARE . DEWALT PANELmATr, ALL-Pamm soaD-st7 & BRASS BUSHING 12 MACHINE SCREWS SHALL HAVE Ip- MINIM M ENGAGEMENT OF THREADS I NTD THEZASE ANCHOR AND MAY HAVE EITHER A I HEAD TRUSS HE S1.1WILI BOLT) U... "jj�TTWAJ`111 HEAD I 11 MINIMUM EMSEDME TANO E�lr DISTANCE EN'L WCOORLDTHER WALLFINISHES, 14. 90 DESIGNATES ANCHOR CONDFIFICK WHICH ARE NOTA=PTABLE0.9rs, Le, UNEAR7NYERpOLRTION Is NOT PERMITTED FOR LJ5tW1rH THE aNcHIckscHFDuLrS 1..i5TED8N I 'o 14 i �O� El Z_ -6-1 W Cl) —0 > 0 CL 0- 0 0 co C/) C: 0 C13 C-) 0 - co Cf) CX3 0 _0 Co LL 0 > .In (n -0 Co F— 402 U) C:) W J C= CZ 03 lu" In E U) L. a) D Cn 0 L_ CL CIO O OL L) a) LU M Z SHEET NO. SH 1.5