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HomeMy WebLinkAbout6565 Bar S Bar TrlINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN r 2— INTERIOR ELEVATIONS — 3.1 — — EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 'k cS 3.2 F1 FOAM DETAILS 4 ELECTRICAL PLAN .�� 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES ABBREVIATIONS SN1 DETAILS S3M MONO DETAILS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air S4 DETAILS AC or A/C Air -Conditioner ADJ or ADJ. Adjustable FLR SYS or Fir Sys Floor System FOM or F.O.M. Face Of Masonry RAD or Rad. Radius RAG or Rag. Return Air Grill ----- -- S5 ------ - --- ----- ------------ -- -- DETAILS SS ------ ------ -- --- -- . - - -- - RETROFIT DETAILS AFF or A.F.F. Above Finished Floor AHU or A.H.U. Air Handler Unit FP or F.P. Fireplace FIR DR French Door REC or Rec. Recessed RECEPT Receptacle — — D1 --------- - --- SECTIONS & DETAILS ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing -- - -- WATERPROOFING DETAILS WP BF Bifold Door FTG or Fig. Footing REQD or Req'd. Required PA1.0 - -- PRODUCT APPROVAL NUMBERS 3 BK SH or Bk Sh Bookshelf BLK or BILK. Block BLW or BLW. Below BM or Bm. Beam FXD GL Fixed Glass GALV or Galv. Galvanized GC or G.C. General Contractor GFl or G.F.I. Ground Fault Interrupter RM or Rm. Room RND or Rnd. Round RO or R.O. Rough Opening IRS, li R/SH or R&S Rod and Shelf PA1 1 PA1.2 - - - --- --"-- -- - — ---"_ - PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS °O a; r BOT or Bot. Bottom BP or B.P. Bypass (door) GT or G.T. Girder Truss GYP BD or Gyp. Bd. Gypsum Board SD or SD. Smoke Detector SGD Sliding Glass Door PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL LO BRG or BRG. Bearing C Carpet CAB Cabinet HB Hose Bibb HDR or Hdr. Header HGT or Hgt. Height SH orSh. Shelves SHT Sheet SHWR or Shwr. Shower _ ----- SH1.1 --- ----- --- - -- - -- HURRICANE SHUTTER PRODUCT APPROVAL cn CIRorCir. Circle HHorH.H. Hand Held (plumbing faucet) SLorS.L. Side Lights SH12 HURRICANE SHUTTER PRODUCT APPROVAL 0 CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling CMU Concrete Masonry Unit HS Hard Surface (flooring) ILO In Lieu Of SPF or S.P.F. Spruce Pine Fir SQ FT or SF or S.F. Square Foot (feet) o o COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square 7 FE71 F1 FT:] o COL or Col. Column INT or Int. Interior STO Storage 0 Ll FE11 [D El D E:1 o COMM or Comm. Community Kor K/Wall Knee SW or S.W. Shear Wall N COMP or Comp. Compressor KSS or or K.S.K.Knee Space SYP or S.Y.P. Southern Yellow Pine o A CONN or CONN. Connection CCont. Continuous LAUN or Laun. Laundry LLLavatory TB Towel Bar TEMP or Temp. Tempered [7� D FF71 F71 El FE7 � CTor or C.T.C.. T. Ceramic Tile LF o or L.F.L L.F.. Linear Ft. THIKN or Thik'n. Thicken m D or D. Dryer LL Lintel Length TOB or T.O.B.op of Block DB Door Bell LT Laundry Tub TOM or T.O.O. M. Top of Masonry F77 171 F11 F II II II II II II II II DBL or Dbl. Double MAS or Mas, Masonry TOP or T.O.P. Top of Plate L0 DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder c DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring �ED or Ded. Dedicated (outlet) I MFR or Mfr. Manufacturer I TRANS WDW or Trans. Transom Window IN 1_11 SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL ------ — — SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL DIA or Dia. Diameter MGT Management (room) TYP or Typ, Typical ----- --- --........ --- --- ---- -- ---- --- "" DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter '2 DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting CD o DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base - - -- ------------- - -- 0 P, DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical MEAN ROOF 15 FT. HIGH TYPICAL o DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior FOR SINGLE STORY HOMES EA or Ea. Each OPT or Opt. Optional Worw Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With MEAN ROOF 30 FT. HIGH TYPICAL orElev. Elevation PIED orPed. Pedestal WAo, N.A. Wedge Anchor CrELEV "' EQ Equal PH Phone WC or1N/C or W.C. Water Closet (toilet) FOR 2 STORY HOMES EWorE.W. Each Way PKTorPkt. Pocket (Door) WDorWd Wood THIS DRAWING AND DESIGN IS VALID a EXP or Exp. Expansion PL or P.L. Parallam WDWHOR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FOR 12 MONTHS AFTER THE DATE IT 3 FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WC or W.I.C. Walk-in Closet IS SIGNED AND SEALED OR WHILE a FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) o FIN Finished PT or P.T. Pressure Treated WS Water Softener OF CODE SECTIONS. i FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) a SEE FBCR (CURRENT VERSION) FOR PLAN REVISIONS COMPLETE CODE INFORMATION. DATE VERSION DESCRIPTION Notice to Builder & All Subcontractors o It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 08-20-15 1.0 NEW BASE PLAN Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to E` 12-8-15 2.0 FRAME -WALK REVISIONS review all the information contained in these documents, prior to o the commencement of any work. The Designer/Engineer are not v responsible for any plan errors, omissions,or misinterpretations 12-28-17 3.0 2017 FBC UPDATES 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 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 0 the information found in these plans should be directed to our ill be cOonlsderedOfor8eimbursementbrathleDesibner/Enrgeees rvwithout advanced notification and approval by the Designer/Engineer. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH Payments will be made in accordance to the terms of the agreement. 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA to Control of Construction Site i The and engineer of record (EOR) have no E control over the construction site and shall not be responsible in 12-15-20 4.3 OVERHANG OVER SGD REV. TO 3' PER C.M. . any manner for control of the construction site including, but not J limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for ti the indoor air quality, or the effects thereof, for any reason N 12-19-20 5.0 FBC 2020 CODE UPDATE *J F*J riwhatsoever. The Designer/Architect and FOR has no duty to o F�� protect, without limitation, the residence, construction site, Mmaterials, or equipment, from moisture, mold, fungus, fire, theft, E 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before o construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to 15 11-29-21 6.0 ADDED ELEV KL M PER C.M. take any action or preventive measures to protect such property against any such peril at any time for any reason. CV 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 1791 A 1 1 KLM debris off roofs, make sure that water flow is away from the Qhouse 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 m liable for instances that may occur over the normal life of the a home without proper maintenance. v y. O ®O t1 { w) r - cL �.:. r, U O QLL1 N N O N a�g69i�DltlO N � ......Of ,�� P LE �kr�� o O.•�VG jy s Sic'•, cS� �,�, a� CD ,,o a A No P 8750 0 STA i'E OF e kfo f,Agr N 4V 4eb�t �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. 10 /W -4- $ n OD p N J \ o~D # C J W ��r; u- w - o a a LL cn LL a K Z Z cuN — o rn Z W = O 19 m o 7 'F1 N co LL O J W 00 a a - Z a N co Z cn p m 00 U J Z W ❑❑❑ z N M a Z N z o � <( J M V) Z a i7 0 d--' � w m U O0 w o Ly N C6 U E = w U o � o J T M M m ¢ o � ce E E 8 oLL wz Qo z® oa o E a ¢� �o w0 SOCL O� az N @ Itro wo � oY o, z ZCIO v Nm `F �o z co . o¢ z go Q az W U 3 o Qo Milli! o O 0 Co wa 5 o a= 00� V O y >LO CC LO rn Q 0 00 (6 M O CM O 0 '�/�/�� VJ m I� rC13 �l 4_0 N 0 o O � � LO N N E T 00 o z M Z E O v; c a E U 6 Q U JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. C S 3 rn r LO LO i o- N 0 M 0 0 J O v O CV i m rA LO v c� 0 0 0 M 0 a J 0 I N LO LO V) 0 0 3 N N O E N 4J E 0 S `v C J t7 E 0 U i U 11 gal U i z y I i i 0 0 U J r7 N 0 N hi 0 0 a N N M [V 0 Q m G N 0 0 3'-0" H. 21'-5" A 37'-8" O 35-SH 59'-4" 6-0" 5'-0" \\ I I OZ oZ - - ---- --� \ J-phy J- \ rUJ bN fv j ---- ILE _ I \ \ 30'-0" `� in N so,4 _ 14 -3" �„ B I CAFE 668 4'4FAMILY ROOM VAULT. A. I \\ VAULT. CLG. \ I MCARPET b NW PATIO 11 O Cl) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- 11 11 00 LO O I I 6S 1�v(�jI � K,6- , 73„ I LO � 2:12 L-I 0� ( - �p�� A PE CIE j 8'-0" FLAT CIL IL 1r I `� TILE i I 9'-0" 3'-8" 2'-8" 4'-3" 6-10" 3'-7" OPT. D OPT. (4) 2x4 #2 SYP STUDS W/ 1 G = HTT4@ BASE ~ S3 0 G) LO � N OWNER'S SUITE 8'-0" FLAT CLG. CARPET TYP @ 1 STORY / A \ I C0^ 2 U) ON W ® • '-on ra, - wOwns ® w■wwwww■u ENTRY 8'-0" FLAT CLG. L - - - - - - - - - o' FIBERGLASS EDGE OF SLAB 2" � I IH ti F___� ----- -- ) -� M to BEYOND WALL N 10- W l SURROUND I 10 �- D.w. o o --� 2-CAR GARAGE I 3�-24 -�18 :3 I K -- - -� I 8'-0" FLAT CLG. 2668 - - - - - - - - ---� -- CO M W.I.C. 2668 8'-0" FLAT CLG. CARPET CIF ACJ--,U,,, _ _ ih ---------- T--- ----- 4-SH -I 5-SH 60" X 36" SHOWER FIBERGLASS SURROUND 30'-10" T s w ao s 1 R&5 - - - - - - - - - - - - - - - SIN N 8'-3a' T-84 rb BEDROOM 2 8'-0" FLAT CLG. CARPET IIIICIIIIII_1 HALL 9'-4" FLAT CLG. CARPET •• •. I' _.�J, • T-1 S3 2668 8'-0' N 4'-1" 1'-3" c 15' I -- I I I I I I I I I I I I I I I L I I I I I I I I. I � I � I I I I I 1 I I I I L--------- I -- ---------------- 4068 B.F. 11'-10" 3-0" L 9'-844 , BEDROOM 4 8'-0" FLAT CLG. CARPET BEDROOM 8'-0" FLAT CLG. CARPET EGRESS 25-SH VERIFY METER O LOCATION WITH BUILDER O a� 20'-8" S3 co =W C In WM v N O 0 in HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.OE 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 1 S.H. 13 20 X 38 � 18 z X 37 � S.H. 14 20 X 50 18 z X 50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20X72 18JX71J S.H. 1 H2 27 1/4 X 26 26 X 25 S.H. 1 H3 27 1/4 X 38 J 26 x 37 1 S.H. 1 H4 27 a X 50 g 26 x 50 S.H. 1H5 274X63 26X621/2 S.H. 11-16 27X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 g 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 371X72 36X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 J 52 - X 37 i S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 4 S. H. 36 54 X 72 52 -1 X 71 2 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" O +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND MASONRY HGT. @ 8'-0" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION - B1 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 PATIO 23 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED FLOOR PLAN - E L EV- B 1 EXT FRAME 2 X 6 R-1KRAFT FACED R-30 BLOWN -IN CONDITIONED CEILING (INSTALL BAFFELS AT EAVE) SCALE: %4"=V-0rr GARAGE SEPARATION �R-11/R-13 KRAFT FACED (GARAGE / LIVING) ' `i z ILL Co - ce� > - __ r CL - L C its J, O O -3 U tf (a - -0 > Cl ,0 LU N CV O N M .1l`,5 6€:1111 N LE O � eNo G� P V1 750 ii CL ;z .F t v t'.l C•0. t` o • Y,ry .�. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, S W E 'D00 On 8 N (0 N 0. # LL W 0) cq r� LL w a N O a- Q pj chV � Y z CILN of --FaC� ZO rn O @o f w j 'mN(0 LL - W Cb Q z 0jco d a N M z of N O O V N Z CC) iLm W ❑❑❑ z Q�Q L / /� M z U (D _ o Owo D toLU � U off_ _ ml L Q U o " 0 Ol emN O w M go Z Q J QEZ® E =o wz 2 Y� oa u H O E oro xo o¢ a p �< J00 o� a Z w z CV i w o a❑ c m� �Y .m H Z J aw :Z enz En 3 < Sp g° wns o LL a �w MEN � ire ¢o xF �_ aH11 Z �3 CDwF -o CDaF z1< 3 0 Q = LO LO rn 00 � MO CM 0 O Y 11 U) im m al O N O -0 M L0 Q r N r � E � c00Z o ru Z E (0 N c a U � Q p JOB NO : 22-02400 SCALE: AS NOTED SHEET NO. 1 I! I I I I III' f I' 0 M DW KITCHEN ISLAND w Q MEDICINE CABINET 0 M 0 N VARIES, 2" LESS THAN CABINETS BELOW lilt MIRROR /7// HOOD ULJ O a RANGE a KITCHEN 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER i HOLDER 0 CV FIN. FLR. 0 M 0 CV 0 0 OPT. N REF. KITCHEN I O r MIRROR 0 M 0 NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS OWNER'S BATH SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. cc TOWEL BAR a ON BATHROOM WALL SHWR. O 0 VALVES w CD = GO SOAP d- (0 00 b DISH U LO 1 o `n o 1 _ 1 o _1 M M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY 16" FOR LINEN 12" FOR PANTRY MIRROR 0 O n 0 M BATH 2 INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 30" H UPPER CABINETS -- OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT o BRACKET " 36H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE o CABINETS - 00 L.L rIN � 1 LO a O 1'-211 2x 1 >- U? 00 FRAMING ro 0 (M Co r 1 1 /2" GYP N r' -1 BOARD FIN. FLR. 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CV N FIN. FLR, CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 LL ® �. LD �) Q ' iS v� 0 O ca F W N CV O N M N o ���11il1li1i7l,� LEW0 �dl� •''G E N ••£3y7.�J� No / Z • • STATE QF \ �` e• T•L O R�?,•"G^ ,•-aiS:2�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W b 4 O '0 (o r # 0 N 1 J N N o w N C15No- a d � Y 4 tq tq MLL� a � � 6 .z Ii —=3 'CU N (O 0, 0 J W 0 2 Y) M < 00 a Z N N Z N O IL U Z O C) z M N 0 O O z m N z o � ?� J — fl- QU) V) z _ � —CD 0 w � m U O w o INl^ C N CO U w m - Rig L = y N U N C2CO - N Q 0 ti c O w co ch J w o z z < QE zo oo - Z6 <� E CU F- z _® Da UO Q — E O O U as p p °� d z < Q J L U 4 m ~O0 CID N O Y U mm Z aw a 3 81< go az Mj O f0 ~o a= °F � Z¢ U§ N O L0LO m cc cc L00 (0 CM O Z) O MO J cy./� Y v/ / M� W m ¢I N o O CV 0) coLO Q r N r O O z CU z U) E O a o U Q p JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 2 3 v m Q� Ln L0 c c 0 00 0 0 0 0 N O I N i m in L 0 cn 0 .n 00 M O J O a0 N SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS ---, 12 - ��----�1 F5 5� o 12 F1 a5 I (+1") 6" SMOOTH I I TEXTURED BAND 12 5� FIBERGLASS SHINGLE INSTALLED AS PER MANUFACTUER SPECIFICATIONS FRONT ELEVATION - B1 13'-0" RIDGE VENT LEFT ELEVATION - B1 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"-V crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with V dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 00 i ® c c Jj 0 0 ZZ 0 W CV N O N M N N ��'st.938d9'�Q O LEyVlf,ass E iN S • ��' 0 a ` - � No /50 P ��� L ate'• ST TE C' F .;dB t0 =N �t 47tli 4ltl!" 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 Cade - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H! � W v6 �oo Q p N v N' J LL Nop C1 J v in Lu M cnr- �o �Lua LL a M Qaj V Y J LL LL0 aLu Y 0 0 O L Q W � '� O 2' OJ J lc Z ILWC/) N m Z K o7 p U U N Z O U m Z N O 0 0 Z N z � � Q � J r M V) :;;I_ U o ELM Q) LLI •J 0,,,Ci U F.1 U J L = L N U o N wi o m �m o w Mz¢ co J o z 4 � l.L E E E � w � zo w >ry ¢a _® oa — C mU XU U aF wo VO �U � o � 0E N wo G z �w L - (Q - o y yS m O Z LL a�i � J az �w u) z 2 I <. < 2 zz do ;z LL ww ci 3 <o �K xo �o a wa VO' za O O > LOrn .-� Qom^,, i 00 J O C O O Y Y W m ¢ O 04 I N O co Li') < r N T E 'E 00 W O Z 03 Z ii E O c c a U � Q p _J JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 3.1 v+ 3 x m L0 u7 ID v 0 00 O M O J 0 N O I N x m Lin L0 v rn 0 Q 00 0 J C a C O �v O r7 N N N ai 0 0 O a cV CV N M N 0 0 a 0 m 0 T f'1M_ 1'-0" 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 5068 SGD 13'-0" RIDGE VENT E VENT REAR ELEVATION - B1. 12 �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS -------------------------------------------- TEXTURED CEMENTICIOUS 3'-0" FINISH ON C.M.U. (TYP.) RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4%1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 C'rD 40. co T, c� ��. j CL a 0L Ji 0 U __ 4- ~ L- CO L- V 0 W CV N 0 N M N O J., 9�r ' is /i. STATE OF 4/ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 10 r-- W E N J O N 0,o LL U- V O C s J 0 ro it u_ d J uu N ��v� LL a Y Q J U_ L d °0C 103 Z 5C-, z o O~ r Co W i 2@ N co K O J Lu m 0 0,W 05co ¢ °¢ = N M Z K se O IL Z O U U-i U W ❑❑❑ z N o � o ¢ � aN Q ?� a M N z W Y U W o O N f6 U W J =`°+ M U J S U o tiCo 0� ® ti o CO J w co coo U- N Z Z ¢ U- ni n z a ZZ ¢ N p u oz ze a0 co <= ¢¢ O< o is L wo Q ww w o z '0 Ott z w _! Q� Z zo Q 0¢ < U a W T � U w � ao r� dZ CDw� >O a v z< ° 0 c Q = LidLO m m Q 00 CID O O V / W m I ¢I 0C14 0) N O � � N M Ln Q r N T 0) M W 0 Z Z O co d a U J Q ❑ J JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12' CAP CAP 2" *NOTE: iv iv FOAM TO BE USED 1" RADIUS CO.. ONLY WHEN ^ 1/2" RADIUS r 0 2" REQUIRED BY rIN 3 1/2" RADIUS f s COMMUNITY 1'-53" a IV ° A 1" SPECS. IF NOT, N 314" RADIUS 4 4 �� , 1" 2" OPENING VARIES 2" 2" � - f-�- DETAIL TO BE 1" 1" A BUILT W/ STUCCO. 1/2" RADIUSCZ �- `�' EDGE OF 1" 4° VARIES V rIN IUD c� ' g, �• OPENING VARIES Q r: 1'_4" iv o 1 VARIES 2z�, ; . z VARIES D N N ill, 1 1/2" RADIUS �.'� � 4) 4 42„ 2., 4" J34 ,, s„ _ _ 2 1/2" RADIUS 1.�� 4 hly in T ' C r N MIR MV - _ 0 thld' Id' IN C`•) _ x- ,n•'.ti,P 'V VARIES 12 32 11" 3z `y � rla BASE BASE r N cily3 3i1-8" 4 • N 1 1 M N N 12 ap�on�i.�� � ! l.*, �o *NOTE: VARIES $11 2 `'•®,{���•• C•y•N�t •���"✓��°r ti FOAM TO BE USED �•••� S�'t'z`s ONLY WHEN _• No S,7r 0 r y 3 3" REQUIRED BY -6" COMMUNITY COMMUNITY SPECS. IF NOT, �N 1" 1'-4" �I'3 S •tti 1" OPENING VARIES 2" STATE OF m DETAIL TO BE 2 2, F—r "e t`iti • `, . . �f1 -7F rn CID BUILT W/ STUCCO. 24, • :� �� `^ C r? R T EDGE OF 6 r LO OPENING Ln v : ' 1-1/2" THICK 1-1/2" THICK To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these o drawings comply with the 2020 Florida Building Code - Q O" N Residential 7th Edition. Engineer's signature and seal is only for C, 1 N the structural engineering g g portions of the drawing pages bearing 0 10" 6" Engineer's signature and seal. � 24 � N Ni � L o m F O M U t0 r 7# Q N [O N - ,,`` O N J N I� CS Q m v�lk W J (L 00 � N M C) � LJ.. tl Y dLU 0 �0rn 4 6" 'm N co Lr O -i lA cn W o g m M t„ 2 4„ 3" 2 N w w = W 00 m d c- d 2 2 Q Q �M LLZ N M Z W L o = N > > v' OU C-)_5cUn cn W ❑❑❑ O 00 IL 1-1/2" THICK 31„ c� 21" z z N o 0 0 4 IN z o0 N o � 513 2" 1 5, 52- T- 4. C14o 1 4," 3" co to z 54" �C: 00 IN r' M u7 v 4LO v' a 1" 12' VARIES VARIES O LL, o N � N -0 L J) 1 U c c W _ 22, � ° I > , VARIES VARIES c w m Y r4" O ql �Iry 1n Cb co z d I I _ C`7 z 2 Q n U- z o <R v 3` 6" 4" KEYSTONE F11 b KEYSTONE F11 CO -' Z N N N pOPTIONAL OPTIONAL Q o° z "o E i �ti E v Q= op _ I _ N 04. x� �o S ^ __ x¢ o Rs" 2 44 CD 4�Y4-11 3. 3" o o a �w J 4" GARAGE DR. OPENING 4" 3 4 4" WINDOW OPENING 4" 4"' mo U) � y 0, NOTE: - o > z 2 J ¢� zz • INSTALL OVER STONE, TYP. o Q J a LZ VARIES FIN. TO HAVE TRADITIONAL gas Q 3 2< Nw o , • FOAAM EPS MOATERIAL IS z =3 E U �o o0 ti i ACCEPTED � zI¢ o � NOTE: mi o ¢ ¢ T o a o • FIN. TO HAVE TRADITIONAL LOOK & 1' 4" o O a 11" 1�_63�� 11„ 11„ 2'-1" •� _ CL SMOOTH FINISH 4 4 4 2 3 0(0 2" • FOAM/ EPS MATERIAL IS ACCEPTED 54 1''12 54 > j LO T-8 " ��" 4" 3'-0" 4"� Q 0 y 1, 10" 1,� , 10" b N Q� I T 00 co C13 co O oo N� Cr co G ''O U N C Y J T U O -2 v 1 " _ 04LZ W 1 b r Q I O CD N CD ai N v T � M� � T CID � W iri Z coot/ E o ih Z E O Q E .. o ca c a U Q p C141" Rro" JOB NO : 22-02400 1 2 SCALE : AS NOTED oSHEET NO. 1 GENERAL NOTES: f/7 M r • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) F 1 m , , • ACRYLIC SAND FINISH v N rs m LO v Cr LO 0 Q a 0 J 0 N a I S m 0 cn C, a 00 O J 0 N I 0 0 QQ -L 3 Q N N v a E NC E 0 4 C I.� E PU C 0 vI N U 0 i U a. z I Y i 0 0 0 ti 0 cV hi 0 a C14 CV N C04 CV C, 0 a m cn ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 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 PE5G. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET LIrlh SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH jR RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) I-[ PUSH BUTTON SWITCH (OPTIONAL) FD PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) N TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER _CL ELECTRIC PANEL DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER 10 #14 copperto lights & outlets NEMA 1 10 #12 copper to 20 amp ckts 1S0AMP/ 200 AMP 10 #10-2 copper to VVH 10 #10-3 copperto Dryer I �� 3° METER MAIN 2/0 or 4/0 SER Al. I Iit ==jF 200 amp I 3 �l 150 amp K UNDERGROUND V11,9conne�1, I rV/ U POWER CO. FEED I 2'I q��oNV INk INTERSYSTEM4 Bare Cu Ground ' VC BONDING GROUNDING WIRE ,1/ V� TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER CO. PATIO GFI WP GFI DISC. �] AC PAD PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER H.B. \ \ 1T TT \ 1 CAFE FAMILY ROOM \ \ 1 lr-- ---.I ----------------------- ROUGH -IN FbR \ OPT. CLG. FW LIGHT \ PRE -WIRE � I I ` \ I I C.M I \ fr��ll. IU I— I I c / OW� R'S I W ITE G � ' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I I � � E.D. �o� I W.I.C. ,_�--� L — _ I I O DW I J.C. SWITCH' PENDANT AS PER SPECS -----------( 7-0" I =J II.SINK w/: DISP GFIu FI ---- ------ o DEDICATED RECEPTACLE FOR MICROWAVE RANGE le [H-0-0D PER SPECS ROUGH -IN FOR OPT. CLG. f Al LIGHT PRE WIRE I FI BEDF400M 2 S. AHU E ---------- ENTRY WP jLGFI I kW IRRIGATION GFI @ 44" A.F.F. W.H. -- I -4- i N I IY-t/I I 1/ L_ Y— J I I I I 'GARAGE effI W. _ FI _ GFI LA44" GARAGE DOOR A.F.F\ \ LIGHT AS I GFI PER SPEC % VP \ 2 -AR OAR-AG5 I GFI @ 44" A.F.F. I �I OOz Q I U a � � U U I L I Uj — — — — — — — — — — — — > W HP G — — — — — — — — — — — — — — — — \ S.D S.D. � \ EDROOM 4 ROUGH -IN FOR GR , ROUGH -IN FOR LLIIGHT PRE -WIRES E D F OO M 3 OPT. CLG. FAN/ \ LIGHT PRE -WIRE VERIFY METER u GFI H.B. LOCATION WITH BUILDER ELECTRICAL PLAN - ELEV-B1 SCALE: %4"=V-0" 0, Q O 0o Lo 'Z j, O O - C U �. >>C-°w N 0 CV Q:h CV N 'e;iiibl4lrex$ . . 0 >>0. . cS' i' w No P 87�fl •' ., '. STATE OF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. C, W d E n o # _ o N N 0) N m 0'co 7 C? in# , W N c� �r;a w a uj Y Q m a a W LL LL a L 0uj Z— -a �, Z l rED 0° 0 O O 1fe '@NCO IY - J :n 0�mm ¢Q¢ a Z LL u4 mZ �N O a N OU U_j to ZCLL M � z N M o z N z � � WC� N W6 ./ Q zES /Q ` l n C W V O lU w V �w o /� �y N v ' ,W CJ c UJ J r — E t3 t t C) o12 N M ti o w CMh Q O z g .J U_ zo �a Q � �o wz Zp oa t-14 CU CIL ¢� < 0a UK � O �" ZN 0 < L (� Cn . 0Y fl � O z� co o ¢w 2 p1 z dO �w ow o Jw <F s3 O0 D w r'o a F o� zl ¢ 3 L / u, rn Q co 0 00 O L O y O U m Q0 ¢I O N O M Ln G( r N r N E 00 6 Z Z E O U rl U Q p JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 4 3 v Or DO LO Ln v a v Cn .a Q 00 0 r� 0 J 0 N O I S 07 O) L0 L(i 0 e) 3 0 0 0 L7 I LO L0 Cr O C/1 O v+ C Y Q N N N O.. E F�— N E O S L v 9 N fn c U N U CL �O U N N y I Y ✓ O t5 J ID N 6 0 d CV N 0 tn CN N v 0 CO Q P m v cis ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule Vent Amt Off -Ridge Req.) (Must Provide Upper Ventilators) (Ft.) Amt. Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper 5Q. 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 13 3 Floor 2276 2185 312 1092 78 546 609.0 195.0 414.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN - ELEV-B1 SCALE: %4"=V-0" Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 7th Edition (2020) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. '*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of peck -Air Needed) ® A .A 12- y ¢ , Cji r m C) C U �3 CV N O M N cli 4J No P.%FY'75�• j Gam: •l.� r J �• Gi A r C) F /i ' /cC• e 1-. +qti " '% j `,r "E. c, %; `J, to 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 E 000 V _ N W N N M J LL v O C J � rn y xt "; w 0 o? (0 M rn�r_o LL w a- ojchv 0 No aCo — a c J w N 1LIJ CLLti Jew Of 7SOf Z So 0 �mt LL0 O J j� N co IL = N rN)Z OfNO NisZ Q v�r�i� OU W ❑0❑ o g N � Q � J ti M N z � W � d m V O W(U o N visa U � W � a- s = I C) O N u)o t N 0 .4 C7 M w Ch o J U-, E z a oo � r <Q 2® oa N F— rO <z mo o U <a UO U o C O C oN ro i wo QO z ww � J 2 co C _ C Y V �m m� o o ' Z, QJ J <� az gZ n N+� > 0o < Z o U Q a nw W U � �� o �� xF �- oa ,a-za o3 O C O 7— (.0 ,J ' O 4i N U nW'� Fw C:) C:) C O Y Y W in <I 0 N O CN M 0) u� Q r N r N E00Z w in O (6 Z O E m 0 E U J Q J JOB NO : 22-02400 SCALE : AS NOTED SHEET NO. 5 3 m LO 41 N 0 00 M 0 0 J 0 I N Cr rn L0 i 0 r 0 .a 0 CD 0 0 J Lo d- O I Lo 0 a C N i rn c 3 H Q N N d E 1.2 E 0 S L G J 6J T7 E vl y U N 'o U CL d 515 I Y O J CD LZ N N M C N ui O O d. N N O N N N v 0 Q m r) cn 7-1 2'HB H.B+ I 5' 37'-8" 59'-4" 58'-8" -1" -4" M TYP L 2'-6" x 2'-6" x 1'-0" S3 W/ (3) #5'S E.W. ■.................. .... . ................ ........ ......... ....................■ r INDICATES FILLED CELL w/ 3000 PROVIDE /" x 9 Y2" d (2) #5'S I q PSI CONC. GROUT FROM FT. TO I REBAR VERT RECESS FOR FRT. DOOR c ) S to ih STEPS AS BEAM W/(1)#5 ; in TOP OF CONC./ PAVER TO BE4" �-31/2" in Zo REQUIRED I ABOVE SLAB TYP @ ALL 0'-0" PLACES SHOWN HOOKED FTG. Zo BELOW FIN. FLR. 1 1 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" PER FIELD CONDITIONS I DOWELS 5" EMBED W/ 25" EXT. " CJ ABOVE SLAB "GRADE 40 STEEL177 I = CJ CJ PROVIDE 1 �" RECESS I I FOR SGD. REFER TO — — — — - HVACCHASEI AHU I:: ---- +—-------, N - —Ty P L I M� I MASON'S SLOPE FOR WIDTH r BASED ON I 1 / LOCATION / / \\W.H.// I / 10 10 I i / {_ . • (2) #5 REBAR �3 1/2" I 32'-84" `� 4'-8$" VERTICALS w/ in FILLED CELL L_ I I — — 37'-52° 21'-24" 5-4- 3'-8" 7'-8" 1 2'-0� :' . -3 1/2" SLOPE 4'-0" I G : ; OPT. D 11 -1� I o <° S3 I CJ I--- — — — — — —I CJ------------ CJ Lo :: I II I I II' t----j_t I' jCJ I o , , , , , • , , , • , r _ _ EDGE OF SLAB 2" ■' J KITCHE ISLAN 1 r err �� �� I CHASE TO`' II I11 > I) I ISLAND J BEYOND WALL J ! II L_---_—�I 1 2'-6"x2'-6"x1'-0" : •) LOW W LLS I IIII II ` III W/ 3-#5 E.W. CJ 'L- — � �� _D.W_�Ll_ JL_JJ - - bN G SINK w/ DISP ,- I I.. _ S3 -----�—� I I Ir K co S3 i'v a' I I / S3 I 0 o 23 11 2'-10" 4'-1a -- IL I. IU I; ■. (2) #5 REBAR 7iin'--' iv _ I CJ CJ � CJ VERTICALS w/ FILLED CELL a 1 I I; 60 —fit=, F 1 . . . . . . . . . . . . . . . . . . . �O.On p ih / i co co I ///// I III `��1�a � I •■ 13'-54" 7.-2" _ �, ' / // CJ CJ ■' .... . : CJ CJ ........ .............. .... — — aa 1 I li Cy \) 3-1/2" MIN 2500 PSI CONIC 0'-0" SLAB OVER 6 MIL VISQUEEN . ■ / I a �b� VAPOR BARRIER I PSI CONC. SLAB FOR ; :::::: ; :::: i (3000 I L-------�------__—-%_I—N _---I-- HERNANDO COUNTY ONLY) I ---------.----------__--- J ■. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . .: .. .:.. ..■. .. . . . . . .. •■. ..■. :. :. . . . . . . . . . . . . . . . .. . . . . . . ■ 7-2" 5'-2" VERIFY METER LOCATION WITH BUILDER + H.B. FOUNDATION PLAN MONO - ELEV-Bl. 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 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN Vt.l..l z 7� W CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS ' ; : , •' '°_ REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. - HORIZ. REBAR, TYP. r U.N.O. r ; r' ♦_ "*Alternate: ° The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ' 0 ® � i CT .' t 1, ° -c-C 0 0 0, W N N 0 LV 14 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 E c0 QM 8 O N �C � J LI' n a�LL H n a J uj d Q 67 N V 2Sz ILL a. Y C J W C7 (n `n J LL �- 5 d � Vz_ ° v W =@ N (p m 0 J ~ r Z N mZ �U) p La IL LL Z OU UcVi� W ❑❑❑ Z m co Z � Q J d N N U v'1 z (D 0 (L)1l LL T fn LU 0 ,,, a N Ly N ^ wrd ) U � F— J E L L Qj U o N c (D • ® ® N ti O O J w C13 J ti zo z z G � rJ_ Q E Z O oo Wz Y zo Za O O X pa ap �0 o U o az N L <o ¢ Ww (Q C,O o z m 0 O Z , J m Q W z F z o U Q(n ��a �nw oLL Jz =3 �F Mj o w� >O Is rl za o3 0 CD > co L /rA' 01 CIO 00 �CD M O M 0 CD Y Y co W U m <1 CN N 0 N CD M � l.C) Q r N r E C (� 0 6 Z (6 Z to E O C a U J Q J JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 6 ENGINEERED WIND PRESSURES AND OSUUCTIONS FORM AN ROOFOHEIGHT :5 5 ftND RS H /IND SPEED (ULTIMATE) 140.0 MPH ✓IND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e I 2n 2r I 3 I 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/6" EXP. 1 M/16) or 1%2" EXP. 1 (32/6) TILE: 1/2' EXP. 1 (33/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" 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. x m 0 an C cnCr 0 co P 0 0 J 0 0 I S d✓ m ti Lt7 Lv N 0 Q co C= Cr J 0 O I 0 C C O rn Yc CD 0 r CL F- E 0 `v c J m r7 E C U V N O_ U d y I O U J t7 N M cV ti 0 a 11 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 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 112" 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% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X2 1/2" SDS WOOD SCREWS & (1) 518" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 1 Old 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 wl (24) 1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (3 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 1 (20)10d x 1-112" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) I OR 2 PLY :;ARRIER t 2 PLY CARRIER x CONT LEDGER n u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN - ELEV-B1 SCALE: %4"=1'-0" ^n C! y rr r SS J, � 0 <C L ®- -d Lij N CV O N M N NO ewa • .,r 0'.. 4�J No 787� _{ ,9 r ,i)• STA T E OF C4 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 U) W d EE 10 f� r- Q Oa Om " N it Orp N o 0)4k LL C �0 w fA cn r- r- U- w a a Y QNa~i0 co LLLL a L z O 'm cN co Lr- O -J W ��C' a a , ¢ a Z ILW N Cl)Z x rn O Q 0 _j U) z O U ❑❑❑ z N o z W z o J U) N �/ ^ I` /z� O 1W CD O L T GP') LU O w o U') lti «Nq N ws U W J E jj� = L N N O� ti o � J w M w o z � J Q E z ? o0 y <R ¢Z z© O E o XO oa az ` 000 o, az W Z CN wo ¢ o L (a U) O m O 0 m <w U, v aw o< Zz ao CL 3 U w ao _� w =r 0 o Oco <F 00 a x V zlz 0 3 .O O Z E2 > N Li 'n w / �•-\L0 co CL 00 CIO O O (T O Y Y W m r Q 4 N p M Ln Q r N r � E Y C O Z ME Z E O �' cn 2 m o 0- . Eig U � Q 16 JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 7 aim 3 x m I� L O N 0 00 0 0 0 J 0 I N i 2 m Lit L0 v Cr 0 00 0 0 J 0 N 0 I Ln Cr c c Y 3 ¢ N N a E E 0 O l ;n 0 U 0 C 0 UI .o i U q, I Y 0 •U J I N N 0 O a CV CV N r'n GV 0 0 Q m 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed 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 : k'. , : k'. , O O O O ••'• 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �. O O O O 8RF14-1B/1T 8RF14-0B/1T 81`16-013/1T 8F16-113/11 © O O O 81744 1 B/l T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T FORM k GROUT SOLID ! o w U O #5 BAR CONT. 8F12-1B/1T O O O 8F20-0B/1 T © "V" LINTEL DETAIL SCALE = N.T.S. ins mll�nllmilml TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = 0 J W 7 = 8 F 16- B/ 1 T ¢ o r co tNOMINAL.QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c precast intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 f g = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. REBAR MIN. (1) 1) REQ'D -1/2" LEAR ALTERNATE POWERS STEEL LINTEL d a G O d 11 a a ON C.M.U. #5 REBAR AT TOP a' A a GROUT MIN. (1) REQ'D < � , D 1-1/2" CLEAR a a n a c 4 < C.M.U. 5REBARAT O BOTTOM OF n~ z F Lou O o LINTEL CAVITY W rr) p W O L- OTTOM REINFORCING PROVIDED IN LINTEL o U z Q Q C) 0 u 0 w ui ¢ 0 3: 22 rr r #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL ' NOMINAL WIDTH (VARIES) U) Lo a LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 5'-10" LL 6-6" LL O O 4'-6" LL 4'-6" LL O MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: %4"=1'-0" 'R) co C- ..,� LID L _-. }t J} r WSJ' N) 'tS a, 0 0 3r-0.= cc -c- ®UJ CV N O N M N le No P 8/�b •� •' ® STATE 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 Engineers signature and seal. IYJ � W 00 r- Q 00 R 8 N 00 o LL V O � - 0 00o ai 3k `` w M cor--�� W a Q � m 0 a Y � J LL LL d Lu 0 Z C)o 0 r-M3O 0 �/ L Ln li 5 '� N mJ co W 0 C�o W Cf)000 a¢QZ C0Z Cr 0 O IL UC❑❑❑ V M �2 z N M 0 00 z IR z � � Q J M l/1 z a o l 4-1 C/J LU m U O w o l/) c w wsa (J � c LL, J f- - E MI I L 8 S �.. ci o' m ¢ Offil e O C.0 J w C"D o Z a J ,y E zo o O YN Z p ¢ N Z ❑a co Xo d F ❑ OCL ❑ O E ON o wo ¢ dZ w L (/J'oY _ C o �o p O, Z , J < �° Qw Z z o¢ Zo ,U ONE LL �W C3 Qo of �w=r �3 U' CD '0- � zI¢ 3 �O 0 = >('0 L / �-..LO Q 0 00 J OM O Y m m ¢1 N O .0 c i LID r N r- E o Z (9 Z 7 N E O U a U � Q o -J JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. 8 II 3 m LO `o 0 a m CD 0 J 0 N 0 I x m rn LO Cr 0 m M 0 J 0 N O I 0 i D•, c 0 i d F�- m E 0 S v C t E2 V c U i U a� 0 i z h I i c •o v 9 a2 Lz C'4 N M N 43 a 0 a N 0 N N Cn v a� v 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 A F DE B R 1 T 2 HR MATED COPPER ARSENATE CCA- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL S O CEM E 3 S 003, C O ( C) 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) RD R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY 1 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. TT EXPOSED EDGE OF I ALL ENCLOSING OM GLAZING IN ANY PART OF A BUILDING W CLOS G THESE COMPARTMENTS WHERE THE BOTTOM 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 + + F HE GLAZING 36 INCHES _ 2 INCHES 914 _ MM 51 M ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF SIDE(S) 0 T G G H C ( M) A O 0 WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 %2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1, 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1. 1. 6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1. 2. 1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1. 8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OFTHE 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. 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4. 1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4. 1. 4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 „ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 a@ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4. 3. 2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4. 6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4. 9, ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 41 HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0,148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5, ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. P Y 9 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - Alf buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 513 + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. AInTC- IT IS THE CONTRACTORS RESPONSIBILITY 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%8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. n CJ O ~ate O _ 0 N N 0 N M a z. N t. I_V��"��s o y�0, � v L7 ` a No P 7'5a/ " Zy STATE Or 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. ro E FQ oo N N y'j J L0 ao �t LL W i» Cn r r 6 J W rl W N o u- a �LLL_ a LU 3: zC13W _ a 73 coo c � rnco a z N Mz�cn0 ILW IL 0 U U U) z W ❑ ❑ ❑ (D N M o o Z � N z o� J N M V) Z a W V O LL Cn C6 w U N � Y v w m - � S s U o N 0 o m w M M w zo z Z � J L.L. Q E E OV z o - 00 w Q� Zo o" <0 UO N F- B o XU Er <o pU 0, ww L 'D Cn Cy z No o U >� z U) a� J < W � z (n U' W.z 2< z U U U ¢o aE - 0 4a o �o CZ)a m 2 C:)0 > (0 Lid m Q 0 ^�^'' i 00 co O O C7 Y O m ¢I NO CD LO N Q r T'- N m ca w a 00 o z z � E a �5 c a E ai 0 _j a 0 C: JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. SIN 3 -o m rn L0 L0 O 0 0 0 0 J 0 0 N I z m O LID LID 0 O J 0 O I LO 2 0 C N N v a E d E 0 s v C J ti E2 U E v 0 a U a. z y I i 0 •U J N N M 0 6 a- N N CD 9 ai 0 0 0 z w v cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) v I. 1 1::: g-. 1......... II 1 WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN MAX n " "' I " • • ..... 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:—) OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0° TANK -LESS W/H H C G O O O 6-0" a - c� _ o STUB -OUT FOR O 1'-O" o o ire GAS METER d O • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4' (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.811.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x / 1/8" gap / x r' / / FILL CELL STD. 900 HOOK BOND BEAM w Q STD. 90° CONCONT. #5 BAR HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST 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 SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI I 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 2" min. max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or g 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION topflanguthcuts. - Birdsmouth cuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 1/16" code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) �l Bearing wall, Versa -Lam LVL or Glulam Beam 0 Boise Joist Blocking Use 3" f10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10dnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Web Stiffener Fastener Schedule Joist BearingLocation Series Depth FEnd Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5 8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 11 16" 6-16d 6-16d SIMPSC w/(22) NAILS T 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION \AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — WE t �-� ❑ ROUND HOLE MAY 6 " 6�CANTILEVER DO NOT CUT HOLES BE CUT ANYWHERE IN LARGER THAN 1 z" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" S 1'-u, v4 1 ' 1 z, i 1' 3" i'-3 1'-r 1'-i v 2-4, '-9r' i 32" 3 16'" joist 1 1'-a, 1'-1" 1'-2' 1 " V-3"' T ' 2'-4' 2'-11'" 3`T'" 4-2' 4'- '6'-4' --- -- 16 1' ," .fir-1�" 11Z" 1,_ " 1 f 2-9- 3! Z' 3-10- 4' 67- 6-4" 21 1'tY, 1,-t," 1'3" 1 '" -[11" 3 '" ice" 4'-1f3'" 6-�1" f'-11.e 11, �7-2' J..24 1,3. 1,_1", 1 2"1-3'" 2-" 3'-T`-9i" 5-1Qas 7-2"rr"" " 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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL 00 FINISH GRADE Backer block (12" wide min.) -1 I I —III —III —I I — Nail with 10-10d nails. =1 I 1=T=1 I =1 ��1 I I Install tight to top flange. SLEEVE THRU STEM 4 ° . °.. SEE PLAN FOR °• ° . • FOUNDATION INFO ° a d ° I° STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with - 10-10d nails. Backer block required where top a —�T� X. z mount hanger load exceeds 250 lbs. Install tight to top flange. ° I-III-i I I- 1 I I I_I 1/4%2" gap 1 Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when VO.6XJoist required if hanger flange is laterally supported by joist hadoesn't meet height 0 requirements o depth I -JOISTS BUCKETS N.T.S. r (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. JOA LOCATION OF SECOND H10A SIMPSON (WHEN /1810d° REQUIRED) w ( ) NAILS UPLIFT = 1TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION r d d I'lll�NI-11 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE - d I— I I -III —III —I I�IlI, SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION d PVC OR SCH40 SLEEVE PLUMBING LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d 4,1 ° d c d ® d d a SEE FND. PLN. 01 SIZE & REINF. �0 '.:. J ,} 3 C• 3 C � C6 L- `c `: ® U1 CV CV 0 N M 0 a�vg':att�<ts���� M LEo,,' O�. Jm �•• STATE 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W c E 00 Q m 8 N 0 coo vN u_ � J co Q �n00 a*`` w M �r-- r`a LLw a v a Q ajrNi Y cuU_u_ a W 0 o 103 ii '� N CO 0 J m ? W 0 � C, ¢ Co co a Z Co N M Z rn O LL O U = N z z ❑ ❑ ❑ Z N M o z � N z o J a ir, M 11i z a _ o /1 w y ° Vim• U Ow o N c y U LU m L � U o N Q N �� o w Mm ¢ z 14 r-r- i? E O E 20 z o < N za v ¢� °< f— r0 — x < ° O ° O E o a o wo a z rz L m U)C zs<O O L Nm ° , Z z z _ _! 10 < g m 11� 8 zz g° a U ao k oz =� w� >O o coaF a << °� 0 L LO m �c� F— L 00 O =3CT � Y O U) X1 m QI O N O � co LO ui E 0 o z m z v E 0 cc v CU EL E .. -o a; U Q o _J JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. SN 1 3 m O LO 0 V) 0 00 tn 0 J 0 N 0 1 m r LO ID 0 V) Q 00 O J N 0 I A 0 rn C Y 3 Q N N v a H CD E 0 J LZ E2 U e O vl y U .o i U M i a� z y I Y i .o 0 d J i N N 0 0 0 a N 0 N 0 0 Q I� m 0 N ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES M 7v/1F II II II II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS BLOCKING @ 12" O,C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 1Y-0" (R302.11) z SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB MIN. GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" (MIN.) @ z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN PRE ENGINEERED WOOD 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) TRUSS 24"U.N.O.DGES, AND @ 12" O.C. @ FIELD �° O.C. U..O. 2x P.T. PLATE 1/4 DIA. X 3 1/4 TAPCONS @ 24" O/C & � SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE E °SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ = � 5/8" x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) 41 OIL � WWF OR FIBERMESH `' ELEV. 0'4' (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE MOISTURE BARRIER ° ° O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO r,r A . ' WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM -III=J-1=I m ° ° I I=I I I=III=III- 9 4 z 31/2" MIN. 3 1/2" MIN. =III— I I —III I D I I II I I=111=1I1=' r - ELEV.-0-31/2' — -- D7158-CLASS G or H, or ASTM I 1=III=f I=III=I ° • �_ D3161-CLASS F, IN ' I —I I -III III —I ° — ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING 1—I1 III=III=I I I=I I III CODE 7TH EDITION (2020) 8 -1 I I I II I i i11 II I II Ii RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG FI FV VARIFRA4­`� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE L L ° D i �►t 00 � D II=1 I = 6 MIL VAPOR_ D z BARRIER COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III I I[=1 I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK SEE U.N.O. ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS _ z M � I=; I co a♦• : — II II-11I I I I_ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° p D 2x4 CONT. °_ ° o o °=III= I hI 1/2"(min.)- 4" - P -I I =I�=I I'31/2"(min.)- 4„ °° „ r ° �h °°c„- GARAGE DEPTH VARIES 3 1/2 (min. -4 III —III 'I_ 111 ITI 1IIT 1/2 (min.) 4 -I I I_I I —III—II —III—II—II ' -I i f_ I I— a (2) #5 CONT.-41 I �1Ti 1� 4LTI—I I I 8I I151 II �I I11-1 1 11-4—(,11—I I f-1 1 4 I I T�III_ 8 N. GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MI STEP TYPICAL BEARING WALL STEP SHEARWALL C Cc� CC SCALE; 3/4"=V-0" "3,) "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. PGS' M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10--0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c�I LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ (10) G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 7 *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR SPACED EVENLY FIBERMESH BAR BOLTS 6" MAX FROM w/ (10)10d NAILS - `V 2x P.T. PLATE .'. WEEP SCREED INSTALLED o END OF 2 x PLATE TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D GRADE - D ° ° ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° MONO OR STEMWALL Z '- n D M :D DJ — — — FINISH GRADE oo [GRADE 60 MIN. Fy- 60ksi] Z5' MIN. LAP [30"MIN. LAP] Q —III—III—III m �— D I ° -~I=I FOOTING MONO SHOWN 00 — I I 6 MIL VAPOR BARRIER —1I I I o ° - I =1 I I=I I =I I I= O0 W I II I II I II ) ' • �—III— I I ITI—I ° r-R R DTI ( 11 I I I E 111=TI=. #5 REINFORCING BAR R 1 7/8 ° .- l —III I Z z I D: I I=1 11=1T���1I F r #5 LAP SPLICE NOTE: _ > 36" MIN. LAP [36" MIN. LAP] G' 04 D *FOR BEARING WALL COMP. SOIL. (COMPACTED TO I I W/ UPLIFT ONLY I111111111-�� 95% MODIFIED PROCTOR ASTM 1I 10" ITk %D1557) - ! -,-- 4 1-4 #6 REINFORCING BAR T 1 I I := I-- I III_-111 ,111- I I l i� l i l =III .III= 111 . I I FRAME WALL TO C.M.U. WALL , CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING ("E� #6 LAP SPLICEREBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 GRADE 00 1= _ — — — — — — = -- 1=III •. ° —I I I—Ill-111-11'—I _ =(1) #5 REBAR w/ OPT. 11= 11--111= 1 =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV co r M .. n 4•' —III—I I I I--iTl-1 � III= ' =I I �' IOU . = — � I - —III=1a 4; II 60 1= ,- I� SEE A/S3 OR J/S6 �lil Illillll,,, 11111111- FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL :- BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. 2,> HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALANT INTERIOR . a �. v a e.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB 00 E — — M BARRIER '=1 I =1I' 111=1 I ' ' l_TI I T III 11111 I'- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE > SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. 2X STUDS @ 24" O.C, U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DR SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART z SQUARE CMU BLOCK BASE, ON FLOOR PLAN w SIZE VARIES PER PLAN CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS > LU FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal o w SIZE AND REINFORCEMENT) WWF OR FIBERMESH �, � 0'-0" FIN. FLR.� PAVERS or SLAB PER COMMUNITY SPECS ° ° �= _ — — — — — � =1 I I —III— � z4BRICK 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH ° E =I II I I —III- O_ III III —III —III—' ,- (2) #5 CONT. ' =11 I-11-1 I, , , I IT I I I, , , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 1— �1 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" \ S3 MASONRY WALL ANDS PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS � TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE Uj Z _ • Hwp = rj w ~° ww - z LL -1 M "' -III=111' �II r w _ _ FOOTING -� II 1 _ L) BEYOND PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. ��3 d A. 0 micas—� a- O N N 0 N M CV G9 �:�, • No P Z ii b s Mom: �+ 8,TA.7'E OF •t:• �lr�'• 1Y �'t��r',�a %nr •f:4bu To the best of the Engineers knowledge, information and belief, the st uctural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. y LO W 'I E ao 00 m A xt p N N °O J LL ,+ C� V � CD � J 4 0 V) jj)tir� �u1 a a Y N v Q � jLLLL L. � — a Z 6 Y 13 Z smo orow 1z 3 - x O J 5 c- Q a N '0 a Z oo ci ��o ILW Z O U U � W ❑�❑ M � Z N (h o z � N z � � Q � J f2 � r` z 0 v _ o �N +� w ° U 0 1., , g � w N .) ws C.)� pp L ni U �... U O 4 c m Y N m 0 �® r o w � J a z = � Q E o=o � o >N Q o E c? m= c ° co m CI o E m U &a as U O o a� o � wo ¢ irw L . (az � C o Y m o O oLL Z c N J y a oa ao n �w W w5 15 �- oz =3 o O W ¢ Y 1 O CDI =Q aF °� 2 O 0 = >� '^ L / LO 00 :30 Y 6 Y O m U m � ¢I No O M Ln Q r N r U z m Z :3op �; E 0 a 0- E U _j Q p J JOB NO : 22-02400 SCALE : AS NOTED SHEET NO. S3 (MONO) ''11IOF1' .f'll 3 .Z m LO 0 00 0 0 0 J 0 0 I S m LO LO v V) 0 .0 0 0 J 0 I LO v _ r/ Q a N N Q a E co E 0 `v c C J r7 `o V v 0 v i 9 0 i U z y I Y i 0 U J N M N 0 a CV N N 0 Q m v \�TYpj SEE ELEV, SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" ❑ SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK — ❑ STEEL AND GROUT ❑ ❑ EVENLY " WALL IS 1 1/2MAXIMUM PLATE INTERIOR —\ ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 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 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION 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/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + * STUD W/ (3)10d NAILS + + PLATE W/ (2) 16d TO - 1- 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. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN CL DOOR OPENING LIM DOOR OPENING Ifffil __*L EXTERIOR ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑FIT ❑ 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 CJ'4 SCALE: N.T.S. S4 KNOCK OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a o a d 8 STD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 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 MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J \\ \ W FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8xl6 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d a a , POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E 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 100 /,I, N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" --� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2x6P.' J-BOLT TRACK BRACKET FOP a iARAGE IOOR vvvn i nrun W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK KK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS EA END EA END EA END EA END SIMPSON 1' - 4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN�NCi ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) v O/C FIELD d 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 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) —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS ►_rL 111IN104 3iI� 1 #5 VERT, IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCKEd ALT. KNEEWALL ABOVE MASONRY WALL DETAIL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8) 1/4" x 1 1/2" SDS (2145# SPF) • HDU2-SDS2.5 w/ (6)1/4" x 2 1/2" SDS (3075# SPF) • HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS (4565# SPF) • HDU5-SDS2.5 w/ (14) 1/4" x 2 1/2" SDS (5645# SPF) • HDU8-SDS2.5 w/ (20) 1/4" x 2 1/2" SIDS (6970# SPF) • HDU11-SDS2.5 w/ (30) 1/4" x 21/2" SDS (9335# SPF) • 518" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT ATTACH ALL 9 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. EXTERIOR STUDS MIN. 8" EMBEDMENT w/ WASHER & NUT W/ ��16d TOENAILS TO P PLATE FOR HDU8 USE 7/8" DIA, x 12" EPDXIED A.T.R. a� MIN. 8" EMBEDMENT w/ WASHER & NUT NOTE: • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. PLATE LENGTHS MUST BE BOTTOM SPLIC MIN. 8" EMBEDMENT w/ WASHER &NUT AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �+4 F= 2240 LBS J SIMPSON C L C P.T. -ATE SIMPSON SP4 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF 48„ SPLICE STAGGERED ° �10d @ 8" O/C SIMPSON SP4 3P2 SIMPSON T. 10( ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P TE SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE C� ROOF TRUSS ABOVE 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW TS @ 24" O.C. MAX. (MIN. 5/8"X10" J-BOLTS PER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K�R� SCALE: N.T.S. `Is I' n 00 f ® �j L� c°J W OL U 0 Y 0 ul CV N O N M N CV S®�t4�iy1C��3 0 LE °•L\ ��� MCA°•.�s � i�O��: No ?E7 J (✓ it r a Ay' SPATE 0, F To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flo da Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W V � 4 N�CDo N u_ C J 0 O co cn LL LU -o tf! cn r` LL W a Y 9) Mo a C J W N N �"-� a 0 8 0 L t 8 N (0o w �m O W U) C' don 00 a Z Lo M z Lo o :r: N OU U U 0 Z W ❑❑❑ 1 z No z a Q Q N U0- n M V) z II _ Q) 0 LU .0 LU �N U) U W J r— _ E `° Sr s U o' 0 CD • N 4 I- o QZ w co M o < J E w � ¢� E 0 U z® F— — X O U �11 U0U 001 a O E az az N L a 0 < O OZ co03 Q o° W LL z g a N W > Qo Qa = H �o ao co =�a a ° 0 O = LO LO 0 m m ca F— L 00 � C) CD Y �Y O U) m (.0 ¢I 0 N N O -0 M LO Q r N r E 'E 00 Z z E 10 4 E 0 _j Q p JOB NO : 22-02400 SCALE : AS NOTED SHEET NO. S4 3 LO 92 ar m LO v c .a Q 00 O 0 J S 0 I of 41 v a co 0 0 Q I L.0 0 Cn Q N i a Cn E 0 z v C J y a� a cal y U N -O a i i Z I O v 0 J 0 LZ N N ui 0 a 04 8 0 M N v rn a m v N SIMPSON HGAM11 W/ (4)1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / 45' SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/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 H2.5Aw/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1odX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX. 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, f� DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) 1 Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF • NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" • AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED 2 16d NAILS () W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING X BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 1 Odx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C INSTALLED PER MANUF. 1/2' x 8 J BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM_W�_ SIMPSON HGAIOKT w/ 4 1/4"x1 1/2" SDS SCREWS TO @ 48" O.C. BLOCKING, FASTEN WITH O :• MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM O.G. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" GABLE WEB SECTIONK2� WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. Sj TITEN ON OUTSIDE 71 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 iv AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING x INFORMATION 00 co SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS WOOD TRUSSES `° 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF JOINT W/ ) BOTT. CHORD FOR 4 TRUSS SPANS 1E dC& (2)10d TOEH NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW () (3) 2 x 6 LAMINATIONS W/ (2) ROWS QF (3) 2" x 4" LAMINATIONS W/ 1 ROW 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING 24" @ (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST 4 () ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" 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 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE AIL SAT SP2 w/ U 10d N SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) NAILS AT EACH STTUD SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EI, AND 12" O.C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL LLB EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1Odx3 @ 4 O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF SAME NUMBER OF ROWS, SAME SPACING B.U.C. TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (�'889 SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=1' ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL / J� SCALE: N.T.S. 12" SH SCHEDULE TTACHMENT ? SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 �CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-Q" - 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 �ninnn Tor reer=c 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 @ z W \-BRACING w/(3) 10dx 3" Al 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. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ _UUry 1. Dr-mrcuvu 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 "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE 1" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOMCHORD BRACING 2X4 MIN. W LU 0 M, — — — — o X o O W o W d o O X ____ o o 1 >� ----0 --- 0 d W w 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 REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) 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 -6 ^^ lft 4 v_ 1 Ict c�— Lo Y C) ,U O F i- �=, . o Uj CV N a N ati�Zti43iB3dggd N LE, o Cj •No PEZY750 ! • (/ • /Cc gee:r;. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ti aW qE 10FZ o `o N r'- O N o0 J O �; -. I '# LL W W r� r-- r-� -0 L W a LL m v " Y a u- W a Uj 3: 0L @ O O0 ~ W O; 3 <p N K O W 05 11 ° d < a z LL00 r) M Z W cn 0 Z o� W z � N �J1 0 O J N M N z V Liz u/V p 1 LL T, Cn W � U 0^ W p N N/ ct,as U � W J — — E si 'r L 8 U o c M ¢ 00 0 N Ol ®® r-- o � w M m ¢ o z a J Q 0 E U = o 0 0 wz Z o < Z® o0 F- ' 0 R & a 0a O E o a p wo a Z �z i U m� o _ Y U O� z F z J m a Q z z en �, W oa z ao U wl i aE �w W o <Q OV < zla ,o ' 3 O >LO LO ai rn `i Q 0 00 G O co ) m m ¢I N O N M LO r N T E � O Z CIO Z :3iii E O �° m a E -a U ¢ p JOB NO : 22-02400 SCALE : AS NOTED SHEET NO. S5 3 m `v Cr 0 o to 0 0 J 0 N 0 I m n LO LO Iv 0 _ r� 0 0 0 J 0 IR I N WO ID Cr (n d N N a ;_ N E: v i Lz: U v v .o i U I Y i 0 0 0 r7 N 0 Z 15 0 a 6 N N Z 0 z 0 W m v' 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB {REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. , ;, / APPROVAL FOR CONN. f;", 1x4 APPROVAL FOR CONN. % 1 X 4 %` ' 3-1/4" LONG X 3/16"� jj 1x4 P.T. FURRING 3/16"� X 3" LONG ; %� iij, FURRING 2 ROWS 3/16" x 3-1/2" ,�� FURRING '' /, TAPCONS TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X$ BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH n 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 121,O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. DRYWALL DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT " TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. ' 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. ' %' /i i 2 ROWS 116" x 3-1/2" O i j/ /i/,�, j i x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACH rx4" i-- j TAPCON 16" O.C. & @ ' END w/MIN. 2" EDGE DIST. FURRINt 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2 1 All STAGGERED @ 12" O.C. -4-1 /d" 171PTAII 2x DETAIL 1 DETAIL BUILDOUT OVERSIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45A DIAGONAL (4) 10d NAILS INTO 1- BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. 7 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU via, THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL (i) SCALE: N.T.S. INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW----' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX IISOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK --- 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON TI INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 13-6 ARCH DETAIL rK SCALE: N.T.S. SS Z-0" SECTION A -A 8" 1/4" x 31/4" TAPCONS ---LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --� 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. SECTION B-B 8" PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8" #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (l BOTH CELLS /- , " /F/'j NOTCH WEB AT +5A FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 112" SIDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d . SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O,C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 011 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" js GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER D } SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ° ; c REINFORCING AS FOLLOWS: =I ) I (—III—II-I I - PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT g°. ° I -III —I I I=III— III — — —III—III—I I PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ ° �_ =11I- COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL — ° I II SMOOTH. DO NO FURROW. , u II II II F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT=T= GRADET�- FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE 04 ° Q REMAIN FREE OF MORTAR. NOTE: M H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES, iv g • o ' TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY} TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. (1 STORY} (3) #5 REBAR. (2-STORY) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. Of J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH'", PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS rR THE S FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRG WALL TYPE - PER PLAN F CHANNEL, FASTENED PER - NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS (-) #5 REBAR (TYP) 00 40 a TD. 90° HOOK (TYP.) SCALE: N.T.S. 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/3-12d NAILS, TYP. (") 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4"CROWN STAPLE @ EACH GROOVE SF01 STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* I 2kOlz Nq + + G44GTN + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO Z-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO fj + SUPPORT SOFFIT / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS .qFF CHFFT n,) ANTI SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3,� - ) Z 0 U_ 0 w U_ H M U Cn @ FIRST COURSE 2"x BOT. PLATE W/ (2) 10d @ 6" D.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. �- w/ (4) 1/41 1/2" SIDS SCREWS - INTO BAND JOIST & (4) 1/4"x2 3/4" - TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT p e b: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° .d OVERHANG a RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, 1'-01' 51-011 NISH A' • ' ° .. #5 BAR p �'0' • P ° ° CENTERED W/ �j > .. ° • . .' �s "HD IN TOP o n KNOCKOUT / iv CHAIR BLOCK MONO FOOTING ' -_ _-� �i I .> • •e.. .•,° SIZE AND REINF. PER PLAN AND SECTION DETAILS _ CLEAN FILL DIRT 6 Z ° STANDARD o o ° 90' HOOK N #5 BAR IN � FILLED CELL, - s ►, s, ' s° — — STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" ATE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY ins ur_.nrn� i+���n SAW CUT EXISTING FOOTING A SECTION j SCALE: N.T.S. RETROFIT FILLED CELL DETAIL. SCALE: N.T.S. ` 0 00 tD - � f w 6 i a I CV CV CD CV C'7 0 C'7 Cd e�p993398d�sk L E kV,. 6, r pO j STA E 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 Engineer's signature and seal. H C, ti /W �E �� �4 C, co F # N O N 0 J N 6m J LL ® u ago (.D w a tl! rn ti r• a - w N C:)CL — 2 Q o LL LLof 0 Cz: o I —ME y L O O W M oo W r°�°r'°' QQ¢ a NC',Z K Ln O IL Z CCU U� � W ❑ ❑ ❑ Z N M z z o Q a J CL N r` M Vi a t9 0 c,, LL C6 ry U 0l1 „1 (J , Ly N r- v LLJ " I =; 8 C) O N U) w Q N 00 0 o w M z o z J LL_ E zo Wo zo <� Zp E Q z oa Co XO a0 ¢ O 0U Oa O F o wa a Q az Xw L C/5 O 0a00 o in 0 zzF v m <z a o� ao OEM Q 3 �w 0 <0 =K CO a d Za ° 2 O >CD LOm LO E2 M N Imo- L00 CY) O 3 O C10 J 0 o � ¢I o C) M L0 •� Q M T_ _ o z M N E Q a U _j Q 0 JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. SS i o= m Ln 21 h 0 0 a 0 r+7 0 J 0 N Q I m UO un v N 0 .a a 0 0 J 0 N 0 Cr 0 0 i H Q N N v a E E 0 x v G N i `o v 0 vl U i z N I i i O N 0 N N 0 0 a CV 0 t to 0 P C3 CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. Cg 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE ^ DIRECTION TYP. —� ----LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 7%1:�Ixyn 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE:NTS DIAGONAL - AT 8'-0" MAX vv/ L- r vu �w L_r' [ I I I wvv v v "L TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 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) #7 x 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 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC.MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END — NAILS TO TRUSS BOTTOM CHORD MIN. (2) 2x4 SPF TOP PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO OIL SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. ° SECTION ENTRY r8 SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE ZOOF PLAN FOR MOf VFO SEE FLOOR PLAN FOR (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS L.SEE PLAN L. FOR CANT. COLUMN SIZE & BASE L-7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SCHEDU D/ON PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER LSEE FOUNDATION PLAN FOR MORE INFO G �5" COMMON BM. ATTACHMENT SCALE:NTS 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 112" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' —FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE:NTS SCALE: 3/4"= V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. iry�����•zr (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. BM. SPLICE OVER CENTER OF POST SEE PLAN FOR VALLEY TRUSS INFO. �7— —• MASONRY WALL BELOW: SIMPSON °<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a, (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE:NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT 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. SCALE:NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS —' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOFIWALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----/ L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS & SECTIONS i al ca � ,, . r 6 c - O 14 , . C- R N N O N M CV N O 1111113;11e I. E I,-V' No P l ) STATE_ Ow •t; 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 00 C, E �o00 4 00 O N p O C11 (fl J .�+ € 0 ��o,�LLW a a cncN*'ov» N a Y 4 M LL a � 13 _j— 0& oZ 2 OO o w Er—=O DO Z¢��¢ W c N co K O U_j OU U) W ❑ ❑ ❑ z N o g z z o � Q J a Y, N z C9 0 a--J(D LU O,,., g v1 �_ w3is �N C6 r- u, U 2 C — e p r EMEL U o' m 0 N I� O w M z U_ CLZ� E 0 E �� ZS z® U N I— 0 O E a0 R °1 a= wo w¢ U O oU o a C110 L 4 �w W N C o ¢ m O U z� z Z C a ° ¢w z cn � � o� o� Z go 2 �w W '0 sG a ? d� J w =¢ 03 =� o o ;o o= V ZI¢� U 0 O = > (0 LOm LO CL 00 CID co � C:)0 C)Y U) m m N (� -0 N C) M LO E Z' o z M z E O C a E o M ci _j Q 0 _ a JOB NO: 22-02400 SCALE: AS NOTED SHEET NO. D 1 -3-- LO LO V) 0 Q o0 0 M O J 0 CD NI x m Ln u7 010 - N 0 0 0 J N O I Lo LO 0 cn 0 a 3 H a N N v E E 0 S `v i y t an U E 0 UI Z U .21 i U CL i z ti 1 i o U a> LZ M N 0 0 0 a N 0 N N 0 0 Q F, m P THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCKTO OUTSIDE EDGE OF `' ' ° MASONRY `. WINDOW BUCK e 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 SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER ^' ^ "n WEATHER JE 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 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as O in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary NAILING FLANGE SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH 1/2" DUROCK- 8" CMU 4" OR 8" CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING u 1'4' PER PLAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER O PROOF CAULKING SELF -ADHERED FLASHING 1 SUBFLOOR 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z W rA W U W w O U) RIM JOIST 0 �o INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 LF-ADHERED FLASHING .TCH HERED FLASHING 1 2 4 5 11MIN WIM: I PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT A 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 (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other 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 l 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. R703.7.3 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 It Q individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER J:W Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied pp 9, Y 9, Y 9 pp FLASHING SELF -ADHERED FLASHING 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 SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with (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 RELEASE EXPOSE ADHESIVE ASSHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing and door openings shall be installed in accordance with one or more of the shall comply with at exterior window 2 following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 <>- manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 6 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 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. 1.3 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. w t R t t B 7.7.At built-in clutters. a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER 3.1/2" INCH FLANGE � era THIS i NATU DO N( DRIP ACCE SOFFIT/CANTILEVER a er esls an arrler Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) ti o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS Ca CTURAL FRAMING CTURAL SHEATHING ' OF SAF JAGE PLANE WRB BREAK WRB TH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N i Lo ,a ir-L 4 r� 3, 0 - t,:; `0 N N 0 N M N b����B3Qi3e19f�,P C14 L E 11, i 4% �� •'�` J•E•N S • �L��'•r •'' No 8750 :C!7 •• STATE OF 4E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Lo W E co Q N- O cl LaoL O _ N a., LLJ W, YtJ5y 0 0�rw Q u- a LL N X0 0J CN 0 FZ 26g Fe�(p J JO W U) Q Q Q a T. ,n M Z .o p N Z O U U VUi ­W J r M U) z a U o O0:/1 Ln N Asa v W J r 8 z- U o N c � Y Q oco �® N o Jz w M M zo J L.l E E: ° zo � �= � �N Z® Q� cu @ �g o 0 Z CIL Eo O N -a), o � � ¢zo & a w t m, e ra �= �< =.z �o 1° aw o J �z (n � � r� � ¢ zo J U Q LL az W <; < a . l o z _I ! �_ f- c� �O mi o M w< aF E2 > (D Ln LO m ca 00 M O Y 0 m m a--+ ¢I N � o O N M Ltd l a t- N 1"- N E E M c 00 Z Z N E O L n E U Q p JOB NO: 22-02400 SCALE : AS NOTED SHEET NO. WP I II 1 i III Il "I 1111111111iiplm Mounting Brackets (10 Gauga 411 *x+112'x2-1x" Back cross support ` (May be cut to W) See Anchor 1(2" Dia. A325 Gah (TYP') xa i #14SW-frilling $£i�1iy5 10-5f8" A/C Unit outtsrm Edge Hurrione Soap (-rVpica1,,3 in front) Washer:i'.. Self-Loekln Nuts 1 '1,,1�''G'' (May be cut ttr'w) Left Bracket (16 Gauge) `�,k #14Serf-Driling Strews'I'hrtJ Brackets-& BackCrclss Support Into A/C Unit Sworn Side' (Typical, 3 each slue forhurrltane use) INSTALLATIONI I Strrc,r. aunt iLlacarrr ean�u..dcaia ate Pzawul si -th c h Hwutasne Aar Hnea, =sn9 Rat = ALVA"ilc "a "till Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Deterl Ns'1 di 1211612021. Code EmItyro, Date Dd. Date Pendlna po Typee Version Manufaciurer Contact Enalneer&Llcm, Validated By Valldud. Submitted FBC Aboroval Approve A Status AM MAJan2020 Smed void Pin,lljh, Inc, Mcheel Greherh Hermes F, Norero P.E Locke Bolden P.E. 12,4812020 12116t2020 12120t2020 APProaed Calegory:Suuc[LUelCrrnaonenis (877)441.8368 PE 73778 (334)300-180D Subcategory: Products Introduced- Result.af mfoasmanvenLcom Platy Technology Compllsn- Method:- Eva lustion:Rapod tom s Florida Registered Archtactora Licensed Florida Professional Engineer PiSZF.�Praducta - Quelity Ass mars" Approved for Use Approved for Use Imoaet postal aside Product Model. Number.pr. Name. Pmduct Descrl.11- Contract Exubratlon Date In HVHZ Outside HVHZ Resistant Pressure 1 SmartveM Model#1540-510 Dual Fu..0- Flood and :Venbleftrn Vent 121312023 Yes Yes NIA .1001100 2 SmadVent Model#1540.511 Dual Function Flood end Venfilaton Vent 12r1112023 Yes. Yes NIA +I OOA 100. 9 emartVem Modal#1544520. Insulated Flout Vent 12t312025 Y. Yes MIA +1 DD/-1D0 4 SmsrtVent MO Insulated Flc{xy Vent 121312a23 Yea Y. NIA ,loof1oo 3 SmadVeni oriel il154452 4 M 6 uot Garage g Door Flo Vent 1&at. q 1WI 023 2 Y e Ye s NIA N;A 6 SmadVent Mobs l#154-570 Wood Wall Insulated Flood Vent 12f31i2023 Yes Yes NIA +100ti 100 7 S-Went Model 415445%4 14.59qud: Garage Door Flood Vent 12t512023 Yas Y.es N/A NIA Florida Department of Business & Professional Regulation Building Gores and Standards Product Approval Application Detail Pawl off V111128V MIN . Cy9a eniny or -- .. .. apse Data Date Pending ,ILL@ Tye Vsrsl'on Manufacturer Contest ErMineer&Lt..-. Validated By validated . Subtmlled FBC Ammmal Approved .Status Revision 2020 Drexel Metals. Inc, Jason Shumate Zachary R. Priest LockeBowden P.E. 08110/2g20. 011R3912020 Oanwo2o 10113r2020 Approved Category; Rooting 1502)303-1511 PE-74621 (324)30o-1BoO Subcategory: Metal Roofing lshumateQ,rexmet:com Conapllanum Method. Evaluation Report from a Florida Registered Arthfimt or a Licensed Florida PrafieWbrial Engineer F'¢79+R6 Products auallNAssurance Approved for Use Arinroyedior Uso )Impact Destur, $eo#. Product Mod el. Number or Name Product Desorlotlon Contract. Exnlratlon Date In HVHZ Outside HVHZ art Pressure 1 Orexel Motel Roofing systems DMC 100NS, DMC 15055, DMC 1755, OMC 2CDS, 121312025 Yes No N1A +O/-160 DMC 5V Florida Department of Business& Professional Regulation Building Lades and Standards Product Approval Application Detail Page 2 of 1252022 code Entity or ate Date Date Pending Date Type : r version Manufacture 'gi -' Cannot Engineer er&License Validated B a nr ey validated Sulam itted. FBC:Apprdval d Approved P Status. Revision 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt P. Ryan J. King, P. E. 04M 5f2021 '12f31Q020 04/222021 06I082021 Approved Category: Exterior Doom (800) 843-7828 PE-434M (813) 767-6565 Subcategory: svAngmg Exterior Door Assemblies jaspersorI@iharmobu.co Com plane, Method -Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Engineer Fl:#20468•R8't?halupls - _. �; - - Quality Assurance Ap;)TWMfWUso Approvedfor Use Impact Dentin Sep# ProductMpdel. Number Or Name Product Description Contract Exolration Date inHVHZ Outside HVHZ Resistant Pressure 1 a. Therrre-7ru Fiber -Classic and Smodia-Star Nominal 68dp9;$&quotlmpacAquot Opaque 12131r2022 No Yes Yes NIA Composite Edge Fiberglass Single Door (Inawngx7utswhg X configuration) 2 It. Therma-Tru Flbar.Classic and Smooth -Star Nomn2168,039,8 &quottrnpact&quot, Opaque 121312D22 No Yes Yes NIA Composite Edge Fiberglass Single Door with adelie(s) (lhswang7Out&Wtg; XO,-OXor QXO configurations) s ) 3 a, Therma-Tru Fiber ClassicandSmooth-Star Nominal 6&g39,8 &quail mpapt&Dust Opaque 72131/2022 o N.. Yes Y es NIA Composite Edge Fiberglass Double Door Wth or WthoutSidelites (lms ingfOufswmg; )CX-or 0)= configurations) 4 d. Tharma-Tru Fiber Classic and Smooth -:Star Nominal 1303 PO &quotimpact&quct Cpaque, 1213112022 No Yes Yes NIA Composite, Edge Fiberglass Single Door (IhsvAngVQutswMg X configuratiion) 5 e. Therma.Tru Fiber-Classo and Smooth-Stat Nominal 8&p39,0 &quotu pect8.quot Opaque 12M2022 No Yes Yes WA Composite Edge Fiberglass Single iDoorwflh Side] des Insw4 /OutsvA XO OX., OXO i ()(� 9 contl umlicns s ) 6 f: Therma-Tru Fiber-Gasdc and Smooth -Star Nominal 8&439,0&quotlmpaot&quot, Opaque 1031=2 No Yes. Yes NIA Composite,. Edge Fiberglass Double Door kith or without Sidefites ilh.WngfOutsMmg; XX Or OXXO conhguraaons) 7 g. Therms-Tru Fiber -Classic and Smoon-Star Nominal 5&03g;8 &quotimpect&quot, Glazed 1MI12022 No Yes Yes WA Composite Edge Fiberglass Single Door (I n.WnS1C.bswhS; X--ocn5gurahon) 8 In. Therma-Tru Flber-Classic and Smooth -Star Nominal 694398 &quotlmpact&quot, Glazed 121312022 No Yes Yes NIA Composite Edge Fiberglass Single Door Ath Sdelite(s) (Insmrig/Outeivnng, XO, OX:or OXO configurations) 9 LTherma-Tru Fiber -Classic and Slnogth-"Oiar Nominal 6&N39;8&quot1mpact&quot Glazed 1213112022 No Yes Yes NIA Composite Edge Fiberglass Double Door kith Pr without Sidelites(Inaming/OuteKnng XXor O)= conFlguratons) 10 .The -Tru Fiber -Classic and Smooth -Star rma Nominal 138#990 uotlm ac mot. Glazed 1273112022 &q , p 18q N 0 Yes Yes WA CompositeEd a Fiber lass Sin le Door 9 9 (InsvAnglOutevAng Xnonftguratian) 11 Ir. Therma Tru FlberClassio and Smooth -Star Nominal 8&.#39,0&qugtimpact&quot, Glazed 12r312022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sldelite(%}((nevnnglOulevnpg XO. OXor OXO configurations) 12 I. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39 D &.quotlmpoct&quot; Glazed 121312C22 No Yes Yes NIA Composite Edge Fiberglass Double Daorwith at mthout Sidelites(1-Mi-glOute ing XXor O)= configurations) 13 rn Therma-Tru Fber-Olassi-c! Smooth -Star Nominal 68J739 8 &quatlmpact8quot; Glazed Molded 1031=2 No Yes Yes NIA Open Composite Edge Fiberglass, Single Door (InsvdnglOutswirg: X confi9urabon) 14 m Therma-Tru Fiber-Chssic and Smooth -Star Nominal 8&t139,8 kquctlropact&q=t, Glazed Molded 12Y312022 NO Yes Yes NA Open Composite Edge, Flperglass Single Door odds Glazed IHoded Open SidelRe(sj (InsmrirglOutsying; XO, OX or OXO configurations) 15 o. Therma-Tru Flbar Classic and Smooth -Star Nominal 5&#39;8 &quatimpact&quot; Glazed Molded 12/31/2022 No Yes Yes NIA Open Composite Edge Fiberglass. Double DoorasAm or without Glazed Molded Open Sidelites (Insw rigi0utaymiai XXo, QXXO opnfigurati-) t6 p. Therma-Tin Fiber -Classic and Smooth -St., Nominal 8&#3g 8 &quot;ln pact&quot•, Opaque 12t31f2022 No Yes Yes WA Composite. Edge Fiberglass Single Door vfith Molded Open Sidelites) (InswinglOUtsvving: XO, OXorOXO configurations) 17 q. Therma-Tru Fiber -Classic -and Smooth -Star Nominal 6&#39,8 &quctfmpact&quot; Opaque 12t3112022 No Yes Yes WA Composite Edge Fiberglass Double Do., Wth or without Glazed Molded Open Sidelites (InsWngf0ulswmg XXor pXXO mnfiguratlores) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paged dl 102021 9WE tEn IN- 291 Dot -_ Date Pandna [We TVoe Vyslon Manufacturer contact Enalneer a Uoense validated By Validated dated submitted FBC-Apnroyal proved status. ROASIOn ZD20 PGT industries dens Roso•naM MI.MIDade. 8CCO-:CER Miami-Dade:6CCO-VAL 11/19=20 lo26I2020 11/24/2020 Approved Category: Exterior Doors (90) 48&0100 (786) 315-2590 Subcategory,' Silting Exterior Door Assemblies 1--ski@pgOndush1es.c Compliance Method; Cerlific.11- Mark or Listing om _. - . , ; r Quality As auranee Aoaroved for Use Aooravad for Use Impact Deslon Sea k. Product ModaLNumbar or Name. ProductDescrlotion Commct Exoirallonnaia In HVHZ Dulled, HVHZ R-Want. Pressure 9 9G65570:(Large. Missile.. Impact) Vinyl Sliding Glass Door 04H42021 Yes Yes Yes NIA January 27, 2022 PrROMUCT APPRX V AN L SPE(w;Ak1F1kC`AT1U0`aNn SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 913-72f please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fifer -Chassis and Smooth -Star (hlOhl4MPAL T) FL204,61.1 +67,01 7.0 'psf 12131/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.01- 7.0 psf 12/31/2022 Therm aTru Fifer -Classic and Smooth -Star (IMPACT) FL20470 +80.01-80.0 psi' 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.01-40.0 psi' 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,71-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/ 200 #1105 (8 ) FL8248.3 +31.01-35.0 psf 12/31/2023 Wayne Dalton Series 8000/8100/8200 #1123 (15X7) FL8248.10 +30..01-33.5 psi 12/31/2023 Wayne -Dalton Series 80+00/8100/8200 #1124 (18 7) FL8248.11 +34,41-38.3 psi' 12/31/2023 Ds METAL LOUVERED DRS Curries Division of AA►DGn Inc 07,7071727r747rand 847 Single 8Pairs of Doors FL11537.1 NIA (see inst sht)12131I2025 2. WINDOWS A. SINGLE HUNG Nil Windows and Doors Series 185 FL17499.2 ++60.01-60.0 psf 10i812023 PGT Series 5500 F L239.2 NIA 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psi' 2/1 r2024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.01- 0.0 psi 4/3i2023 POT Series 5520 FL243.5 DUAL 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 POT Series 5500 FL281.1 NIA 5126t2028 E. OTHER 3. PANEL WALL i Prod. James Hardie Building Cerra lank. L Siding and HardiePlank La Siding p p <g p g FL13192.1 - FL13192.2 A. BIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL 15272,1 - FL152722 75.0175,0 psf 1213112023 Alpha Aluminum, Inc. t Soiid and ant !Aluminum Soffit FL16544 R5 54.21-54.2 psf 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/18120 2 B. UNDERLAYMENTS Tamko 151b Felt Underiayrnent FL12328 N/A 8129/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson ,Arch Metal Comp. Off Ridge Vents FL18918,.1 - FL16918.4 NIA 91912028 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12131/2024 Lomancor inc DA-4 Exahust 'dent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES B oral Tile Villa 900 F L7849.27 - FL7849.28 NIA 12/31 /2025 B oral Tile Saxony 900 F L7849.1 6 - FL7849.20 NIA 12/31 /2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175Sr DMC 200Sf DMC 5Vr FL17679.1 +01-180 12/3112025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels Galw�ani ee FL15 8.1 ' L 5 I6v 2 07 F 1 07 a t+UU A 21311 022 1 2 All American Shutters 8t Glass Galvanized Steel Storm Panels FL17889.1 NIA 12/31/2022 5e STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart Hart AN C ORS Simpson Strong -Tie -Tie p see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plans FL1999.1 - FL1' 99.4 NIA 12131/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLI PSL, LSL FL8527.1 - FL6527.5 NIA 3/3112023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/25/2024 c approval t plan review. i understand that at the time of inspection of these inducts, the following information must be The products listed below did not demonstrate product pp a p e u p p r .rag available to the inspector on the jobsite, 1 j copy of the product approval, 2) Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards i25022 Product Approval Application Detail Code Entitv or Date Date Date Pentlino Date +jvpe Version Manufacturer Contact Enalneer&License : Validated Validated Submitted FBC Approval Approved Status Revision 2020 Therma--Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 07r2312020 OTIID2020 07f2912020 10/13/2020 Approved Category: Exterior Doors (900) 843-7528 PE 13409 (813) 767-8555 SubCategory Bringing Exterior Door Assemblies sjasper r@th.r-tru.- Compliance Method: Evaluation Report from'a rn Florida Registered Architect or Licensed Florida Professional Engineer PL1i8D479-R3 Prtlduats bluality Assurance A nnrovedfar Use App-mdfor Use nl oat Impact i n Desa Product Model,Numberor Name. Product Descdatlon Contract Explratlon Date In HVH2 outside HVHZ Resistant Pressure 1 a. Therma-Tru Iber-Classic and Smooth -Star Nominal 8&#39;8&quot:lmpaot&quot Opaque 12/31/2022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door II nsvangiCutswng; X configuration) 2 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal e&#39 8 &quot;lmpact&quot, Opaque 12/312022 Yes, Yes Yes NIA Composde Edge Fiberglass Single Doorwnth Sdellte(s) QnswlnWOutswing X0, OX or OXO. configurations). 3 c. Therma-Tru Fiber -Classic and Smoolh-Star Nominal 6&09;if &quO0mpact&quo1Opaque 12I312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with or ,01hout Sidelites (InwimpiOutsMng, XX or OXXO configurations) 4 d. Therma-Tru 91ber-Classlc and Smooth -Star Nominal 5&039;0 &quot;lmpact&quasi; Opaque 12I31=2 Yes Yes Yes N/A Composite Ed'F Fiberglass Single Door pnswriglOutawn9. X configuration) 5 e.Therma-Tru Fitter -Classic and Srroath-Star Nominal 8&#39;0&quotlmpad&Duet Opaque 12/312022 Yes Yes. Yes N!A Composite Edge Fiberglass Single Door with Sidefie(s) (Insvdn910ulxwdng; XO, OXor OXO configurations) 6 L Therms-Tru Flber-Classic and. Smooth -Star Nominal 8&#39;0 &quotlmpact&quot Opaque 12131/2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Wthout Sidelites (Inavving/Dubwing; XX or 0)0'0 configurations) 7 g. Therma-Tru Fber-Classu, and Snioath-Star Nnminal 6&#39 8 &quctlmpact&quo$ Glazed 121312022 Yes. Yes Yes NIA Composlte.Edge Fiberglass Sngte Door (InsWng/Outswing, Xconflquration) 8 h.Therma-Tru F bervClassicand Smooth -Star Nominal 6&4198&quotimpact&quoL Glazed 12131=22 Yes Yes Yes NIA Composite Edge Fiberglass Single DoormAth Sider&e(s) (Insvringl0utewing; XO, OX or OXO configurations) 9 i�Therma-Tru Fiber Classlo and Smooth -Star Nommat 6&#39;8&quot;Impact&quot Glazed.. 12131 f2022 Yes 'Yes:. Yes NIA Composite Edge Fiberglass Double Door wth or WthoutScalia. (Inem4ng/Outscaing XXorOXXO configurations) 10 1, Therma-Tru Fiber-Claselc and Smooth-Sw Nominal 8&#39,0 &quot;lmpact&quot. Glazed. 12/312022 Yes. Yes Yes NIA Compcsila Edge Fiberglass single Door (In wS`Outsw ng; X configuration). 11 Ic Therma-Tru Fiber-Cessio and Smooth -Star Nominal8&#39; 0&quotlmpact&quat. Glazed 1.2J312022 Yes Yes Yes NIA Composite. Edge Fiberglass StnghaDoorwAth Sidelite(s) (Inswing/OutaW ng; XO. OX or OXO configurations) 12 m I,Thera-Tru Fiber -Classic and Smooth -Star Nominal8UMI)&quot;impact&quot Glazed 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Double. Door-Wth or without Sidelites(Inaimr Out-ing; XXor OXXO configurations) 13 m. Therma-Tru Fiber -Classic and S 00th-Star Nominal 6&939;8 &qU timpad&quot Opaque 12f20 3122 Yes Yes Yes NIA Composite Edge Fiberglass Sngle.Door math &quct;Non-lmpecl&qupt Sidellte(s) (InswAnwoutswing; XO; OX or OXO configurations) 14 n. Therma-Tru Rber-Classlo and Smooth -Star Nomlael 6&939;8 &quOtlmpaot&quot; Opaque 12/312022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door vith &quot;Nondmpact&quota Sidelites (I nswingfoutswi rag; OXXO carifiguration) 15 o;Therma-Tru Fiber -Classic and 5mogth-8tar Nominal 8&#39;0 &quotampact&Duet Opaque IM112022 Yes. 'Yes Yea NIA Composite Edge Fiberglass Sn91e DcorWm &qubt;Non-Impact&quot; Sidelitefq (I naW ng/Outswmg, XO, OX or OXO configurations) 18 p.Therma-Tru IF bar -Classic and Smooth -Star Nominal8&#39,0&quot;lmpact&qu0t Opaque 12/31P2022 Yes Yes Yes NIA Composite Edge Fiberglass Double Door with &quokNon-)mpact&quot;'Sidelltas (I nsWrlg/OufsvA ng; OXXO configuration) 17 q. Therma-Tru Fber-Chassis and Smooth -Star Nominal d&ii39;8 &quot;Nm, Impad&quot; Opaque 17J31)2022 Yes Yes No NIA Comppahe Edge Fiberglass Single. Door (InsWrgf1Outsw(;ng; X Configuration) 18 c Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;8 8quot;Non lmpart&quot; Opaque 12J3V2022 Yes Yes No NIA Composite Edge Fiberglass Single Door wrath Scelte(s) (InsvAnglOuts rig; XO, OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&4039;89quct;Non-lmpact&quot Opaque 12012022 Yes Yes No NIA Composite Edge Fiberglass Double Door width or vAthout Sidelltes (InsminglOutsiPting; XX or OXXO configurations) 20 t, Therma-Tru Fiber -Classic and SroothStaf Nominal 8&#39.0 &quokNon-Impact&quot Opaque 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door il-Ang/Outswn g, X configuration) 21 u.Therma-Tru Fber-Classic and Smooth -Star Nominal8&#39;0&quot; Nor-] mpact&quot, Opaque 12J312022 Yes Yes No NIA Composite Edge Fiberglass Single Door with ace ita(s) (InswinglOutswing. XO, OX or OXO confia uratlonsl 22 v.Th-s-7ru Fiber Classic: and Smooth -Star Nominal 8&#3Q0&quokNon-lmpact&quot; Opaque 1213I2022 Yes Yes No NIA Composite Edge Fiberglass Double Door With or without Sidelites (hlswinglOumwing. XXor:OXXO. con unMiona g ) 23 w. Therma-Tru Fiber -Classic and Smooth -Stier Nominal t3&#39;8 &quokNon-Impact&quvt; Glazed 12131/2022 yes Yas No NA Composite Edge Fiberglass Single Door (Inswng/Outswmg Xcomiguraton) 24 x.Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39,8&quotNon-Impact8quotGlazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Sidelites)(InsWng1OutsWng. X6 OX ar OXO .configurations) 25 y-Therma-Tru Flber-Classic and Smooth -Star Nominal 6&939;8&quokNon-Imp2d&quot. Glazed 121312022 Yes Yes No WA Compoele, Edge Fiberglass Double Door with or without Sidelites (InswinglOutevoing; XX or OXXO configurations) 26 z. Therma-Tru Fioar-Classic and S-MStar Nominal 8&ft3g;0 &quot,Non-lmpaof&quot; Glazed 1213117A22 Yes Yes No NIA Composite Edge Fiberglass Single Door (inswrigloutswing; Xcrmfiguration) 27 za.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quotN-hnpad&quot; Glazed 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Docrwith S cielite(s).(lnsWng/OutaWng XO. OXor OXO wnfigurations) 28 A. Therms-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quot;NolrImpact&quot;Glazed 12131/2022 Yes Yes No NIA Composite Edge Fiberglass Double Door -with or Wdlout Sidelites (Inswing/Outswmg; XXor OXXO. configurations) Florida Department of Business & Professional Regulation Page 1 d2 Building Codes and Standards 1rrD2l ProductApproval Application Detail Code Onlityor Pate Dale Dee Pndlnt ire, . T . yarsion Manufacturer ,Contact Emslrreer&Dcanse Validatud ey Yalitlatad Suhmlfted FBC Auomval Aoomved Slalus Revision 2020 MI Windows and Doors Brent Sltinger Luis Roberto Lamas Steven M. Urich, PE IOXW2020 10/062020 tan DJ2020 12J152020 Approved Category: Exterior Doors d7171355-3300 PE92514 i717)317-8454 Sub Category: Sliding Exterior D= Assambfes bsMinger0_mlwd.com Compliance Method. Evaluation Report fhoma Florida Registered Architect ore Licensed Florida Pore ss lanai Engineer Fdri, wbka Pr2dis Quality Assurango Appra"d for Uso Aporovad for Idea Impact .Design son # ProductModel Number or Name. Product Description Contract Expiration Data 11 HVHZ Outside HVHZ 'Itot Pressure 1 SERIES 420 ALUMINUM SGD SERIES 420ALUMINUM SGU OXO 12J312024 No Yes No NIA 145 V48.quot;x80&quot; NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO, XX 12al2024 N. Yes No N/A 868quct, i808quot; FIOM-REINFORCED 3 SERIES42a ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED GXD 12r312024 Fla Yes No N/A 1-083/4&q ud:x96&quot; 4 SERIES 420ALUMINUMSGDREINFORCM SERIES 420ALUMIMUMSGD REINFORCED OX 12J312024 No Yes No WA XO, XX96&quorx968:quot; 5 9ERIES42CALUMINUMSGO REINFORCED. SERIES 420ALUMINUMSGD REINFORCED XXX 121312024 No Yes No. WA 143&q-d:-R6&quct: Florida Department of Business & Professional Regulation Pa 9 Building Codes and Standards Product Approval Application Detail Pagel oft 102021 Coda - - EnaN ar We [We �atp Panaino .lie, ., e bL Vet version Manufacturer Carried ant 6wineer& Ucense- �.c1 Validated Vidid ed Submitted 1 ._ FBC Aoorovel ov AEE[� Slams ReMslon 2020 Wayn o-Oason, a dvldon of Overhead Door Drn yne K.Nh JohnE States Jeffrey P. Arneson, P.E. 10112/2D20 D9292020 10232020 12/16/2020 Approved Corporates (330)763-8121 PE-51737 (9N4)821-5200 Gregory: Extorter Doors dkom"wayne-datum c S&CaWrl.ry: SeClmal Exterior 0-Assemblies an CorMler-Method: Evslusticm Repodfmna Florida RegielereoArchitect or a Licensed Florida Protessicad Engineer FLR02494M Products Ouaifty Assurance Aocrovedfcr U- Aoorayed for Use Imoad Design Sea# Product Modet!Dber or Name Product Description Contract Expiration Dao ID HViZZ :Outside HVHZ sl n sue 3 :8000Ya100J8200 #1105 9&b39: Mo. ldth. 14&#S9; Max height. Glazing 1V312025 No Yea Yes +31.00f--35.00 available In to or lntemneolatesedton to 0009,310018200#1123 16&139 Max widthh 148#39; Maxhclght. Glazing. 12I3112o23 No Yes Yes -W,00/-33.50 avallabPr lain to o In aims letasa !on 11 80001810018200 #1124 168#39: Max'widm. 14S#39: Maxheigmt,Giazmg 121912D23 No Yes es Y. +34A01-38.30 available In top or Inlermedlate section, Florida Department of Business & Professional Regulation Page I V 1 Building Codes arid. Standards 1 /Sro21 Product Approval Application Detail Csg JEntity or Data Data Date Pending Toe Version Manufacturer Correct End neer&License Validated av Meta adnitted FBCAnomval Approved .Status Revislon 2020 Curries Division of AADG. (nc. TOM Rattay UL LLD Troy Bishop. P.E. 1210/2020 12f01n020 12212020 Approved CMBgOrY: Extadur Door$ 041) 494-2al3 'ra54)947-0680 Subcategory: Exterior Door Components tom-beypiesaeebloy.co Compliance Method: Certificatim.Mark.or LlsOng rn Fiikld��7 Rid Products ! , , -; �. auailty Assurance Apgroodfor Use Anoroved for Use Imp.1 Desl n a--Sf Product Modal. Numh or Name Precast Discri,t],ra Cpntmcf Explratlon Date In HVHZ Outside HVHz Resistant PF§u_m 1 so,, ?07, 727, 747, 757 777: end 847 Slnfil-nd Psirs of Flush, Glazed, and Lowered single and pairs of 12i3112025 Yes Yes Yes N/A Dears hollovhrudal doors. Florida Department of Business & Professional Regulation Building Codes and Standards ProductApproval Application Detail Paget &2 16,2NI Code Smut, of Data Die D t. Pandlnq Date TY Version Manufacturer 9untact rupolneerikLicense Vefidatef 6v Validated Submitted F5CAoomral Apornvbd Status Revision 2D20 Al Windows and DOC S &rent 6ltlmger American Architectural Steven M. Udch. PE 11)17rB20 1ill 7M20 127/2020 Appr-d category: windows 1717)366-3300 Menufapturers As Ir.tion E717131?-e454 1ubCategary: Single Hung bsitlingerQmMd1 Oom .mPlImee Method:. Cediicetion Mark or Listing (10111 , Al -es. Aoprdyed for Use Approved for Use Impact Design Seale 11:T Model. Rumber or.Naine Product Descrietion ComraM fixplYailon Date In HVH2 butslde HVHZ R"stent Pressure 2 185 SH 52x72 FinlFlangs Frame IGSG Single Hung 10/082023 No Yos No +60f-s0. Laminated Gloss U) -� > - U L 0 0 Q CU -0 U 0 O N � .O L.L. - . (n W ^+ 0 ^0^`` 0 I- Cn CU -0 0 .- ''C^U V l Z Z W J CV ® a c3 ® ( 4 LO Q W Q r LL C C a. C O O Vr yam+ �- >>ct (II L �w W Z _ C v o _ > CD- CDL L. lisssss'll 0 W U m f- O L w� Q W z J Z Q J n SHEET N0, PA 1.0. Florida Department of Business & Professional Regulation Page 6 pi 9 Florida Department of Business& Professional Regulation page I art Building Codes and Standards 1 t2wCQ? Building Codes and'$tandards inv;oll Product Approval Application Detail Product Approval Application Detail �' i 10110 loa i i fiffig iii AN I �i ::i A i I i : g i I I I ;i I 1 1 ; v AM i I I as REHM = __ 2ZLt Elitily a Date Date Dattependirlill Date T_- version lifiafflura= Gpillart Entifireor & Urpurse Validated Validated Submitted Far Approval Approvell Sfatu 92115 CrAltv ar -q" gets Oat, Pchdln, D& Revision 2020 Ther...T. Corporation Steve J-person Lyndon F. SahmidL RE Ryan J. King, P.E. 1010712021 Deft fiY2021 1Q1312021 1,2/1512021 Approved Tape Version Manufacturer Conte ftainearil Usemse, Validated 0y Validated submitted W Approval Approved Cathigoty, Exterior Dwaru (800) M-7628 PE-43409, (813) 767-6555 Alfirmetko 2020 PG'rInd.*I.s J-a R—M W-1i SOCO - CER Miaml-Dade BCC0 - VAL 11,05M20 1-1050120 111i i/2020 Appl-ed Subcategory'. 6Wnging lEd*rio;­ Door Assemblies sjaVehaw@flhsr­madru.po cirlergday: wnd-a (94i)486-0100 (786) 315-2590 Gomplianoo Method: Evaluation RopcirtfrGm a m SubCategary'Singfire Hung jrw-skilitlip9lindavul... Florida Registered Architect or a Licensed Florida com,pul.nes Mourrul: Codification Mark ar Listing am Professional Engineer - . _'__ - I I . I FWnSA29 � � � I � � - � I I � I '%, 11 - I 11 I , -- - c� � , :1 PL*2ddBj,Rj � - 1-1 I I I pticrid4C I 11 I - �� I I ��' I I � , - - , , I I " I I I I - 11 ll I I I I 11 I I - I I I I � Qu*lt' As�umrave _�"_�-' -, " I - I A-,,,df,rU,, A,,,,-d T, Us, knotact 10saw OurilltvAsialfiraffice Annonvadfor-Lise ADDrovedlibrUge I nalpacit Deakin soug Product Model Number or Nern. Product Dogdoligii compact mailrallon Date It, HVHZ outside HVH Resistant Pressure Sopt # Prod rict Model N und be r or Name Product Description Conlradt Expiration Date in HVHZ Dutvosi HVHZ Resistant Pressure 2 SH55OG iL.,g. Whale mp.pt) v4,yi Slagle Hung VA,xi- 07MO=25 Y�' Y. yes NUA 1 a. Therrins-Ttu Filder-Classic anti 8mocim-Star Nominal 6&#39;8 filqucit;Nwi-IMpactaquat OPaClUO lV31112022 No Y_ No NIA Composite Edger Fiberglass SingleDcor (Insvoinq/OulavAng; Xconfigurabort) 2 u Tharms-Tru Fither-Classic and Smooth -Star Nominal 68030;8 S.qrokNcn-Impac1&quat; Opaque 1213V2022 No Yes No NIA Composite Edge Fiberglass Single Door vvith Sidelits(s) (InsvvngjCutsyvng; XO' OX or OX0 config.r.f.rurs) 3 a Therma-Tru Fiber-Caulo ondSmouth-Sbar Nominal b&1i3Q;S &qu&;Noh-Impeo1r�,ajpdt Opaque 1221112022 No You No N)A Fiberglass Composite Edge Double Door with or without Sidellies (Invowngfoutseving: Xxor OXX0 configurations) 4 d. Thermat-Tru Fiber-Clessaic and Smooth -Star Nominal 7U39;0 11quo0on-Impaut8quot Opaque 12J3112M No Y_ No NYA Comiccusite Edge Fiberglass Single Diadur (I "sWng/Out9wIng: X owgiguraborO 5 e. Thertirce-Tru I'llper-Cl.saic and Smooth -Star Nominal 7&#39,0 &quotNon-Impacf&quot; Opaque 12MI2022 No Yes No MIA Composite Edge Fibeig latt Singlie Dow with Sidelite(s) (In*vvmg1OuIsvvmg: XO, OX a OXO 6 f Tharmes-Tru Fiber-Classlo and SnCooth-Stae configurations) Nominal 8&#39;Q&quotNon­Impad&quot Opaque 12131/2022 No Y_ No NIA Florida Department Of Business & Professional Regulation F­ 1 all Composite Edge Fiberglass Single Door Building Codes and Standards letr2721 (Insvving(Outsvving: X ounligunation) 7 ii. Therma-Trut Filber-Clicapic and Smooth -Star Nominal 8&#,3Q;Q4quctNon-Impatat&qv.1; Opaque 1213112022 No Yes No NIA Dompazite Edge Fibarglaas,Single,Dcur With Product Approval Application Detail Sidelifie(s) (msvvnVOutheMrg: XO: OX or OXO configurations) 8 In. Th­-7. Pib-Cla-lo and St-th-Sta, Nominal 6&#3.9;0 &qcot;Ntm-Inrpad&quke; Opaque 12/392022 No Yea, No NA Composite Edge Fbanglizaas Doubt. Door .th or Cod. Ehfilr� . I 42111 Dot- Get, "Andin, [)do Without Sidlifite$ (1115WIIII/011%,ving" XX or OXXO configurations) 7v.. V-igm 11111-faetut- C.'Jact Ereati Ussues Vandial.d By VAIdal.4 Submitted FaC Ausina-1 A,P,ax.d or-- 9 I- Therme-Tru Fiber-Chassic and Shicsith-Star Nominal W341:8 &quotXon-Imfipact&qucC Glazed -I�MV2022 No Yes No NA Affirmistion 2020 PGT Industreo J­ R.%P..kl lvliarci-G�da RCCD - CRR Mi.ml-Deft RCCD - VAL 11M)2D20 iliq&2020 11/1112020 Aopr".d Composite Edge Fiberglass Sinr�le Door Culoticiry: Wnd- (941)486-010D (TOE) 315-2590 0naWno1Qup;vvwv; X partigursiddri) Subcategory: Fixed ji-osooskiiiilogtindfinorles.c 10 J. ThermaTru Filho,Glassic and Smooth -Star Nominal 8&#3B;6 &quo�Nw-lmpactl�quot Glazed 12431002�? No Y'.. No NtA Compilen-Vothod: Certification Mark or Ll0ng am Composite Edge Fiberglass Single DoorMth I I " ' I , , � - I 1, - � ' -­� ' , , , Sidolde(8�tinaWnVDutaWng;XG,OXorOXC) � P L041&112ii Product% � I " - I I I I I I I � "Z'_ � "e%__ 1, I � , I � I � I , - "I'' ��_',' ',� ... ;��­ , �� I, � I �, , "'�' - " , � " "" " , � - - I , "', �"'� 11 I � " 11 k Therma-Trut Fiber -Classic and Smapth-Star configurations) Nominal fi;S#39;8&quotNrrn-In­paaJt&quc4 Glazed 1213112022 No yes No NIA � I I ,�� '� I " I I Urcaltv A,auronoa I I I I � � ­­ - I , �_ Apurayjadfdr]J� A . . . dfp,U, larmot Desion Composite Edge Fiberglass Double Door vath of -91-0 2 wlel-N.Mbiju.'N.- Product Descried-Coailg��g Doty In Il 0.1pild. HVH Resistant Press- Sicallues ti ns,-Ang/0utavvjng;_XX or OXX0 5 'ft Laura Miss. Impact! _"��wrtniout Vinyl Fl.ad Wind- 5 Yes Y.a Yes NIA configurations) 12 L Themna-Tru Fiber-Cl-tic: and Smucril Nominal 7&#39;0&quotNon,IMpaat&quat Gla�ed 12J31 t2Q22 No Yes No NIA Qwnputfitc Edge Fibagl�_,5ingle Door OnsyAng(Outswingi X comigurartion) 13 m. Th--T. Filb-Cfas.i. end Smooth -Ell., N..i-I 7&AS9;0 &q.oi,.N.,I.p.&Aqua* Gb.ad 12J31 /2022 "). Y - No NIA Composite Edge Fib.rql� Sing Is, Dart vaith Sidelifte (a) 0 nsvving/Outavving: XO1 OX w QXO opunfiguration,-) 14 n. Th.rma-7ru Fibivr-CI-I. and Smodth-St.r Nominal S&h!39:0&quut;Non-Innpnct&quo� Glazed 12J31=22 Nit yes No NIA Composite Edge Fiberglass Sing IP Door (Irimmity0unswing XcarifIguration) 15 a. Therma-Tru Fiber-Classio and Smoulth-Stur Nominal W39:0 &quotND1r­I mpaqr&quak Gl�edj 121$112022 No yes No NA Compossibe Edg i FibergluasSiriglo Dourelith ! Sitelite(s) (In rilicutsseng: Xcf, , Ox cr OX0 Florida Department of Business & Professional Regulation reaig� I at 16 p. Thermai.7ru I'lloop,02salic and Smooth -Star configurations) Nominal B&#39;0&quat,,N­Impac*uc%t Glazed 12151f2022 No Yes No NJA Building Codes and Standards, JW2[al � Composite Edge lelbearglass Doubla,66or vAm or Without Welfitez (finhavvinaout�vving�Xk a, OXXO Product Approvat Application Detail owifigurations) _41-4 a) (D C_ I U) —M (1) _+­0 Florida Department of Business & Professional Regulation , pass I at Florida Department of Business & Profespaienal Regulation" Pap 1 '1`2 -0 > C- 0 Building Codes and Standards 115=21 Building Codes and Standards FW01 =3 a) 2 _+­` _0 Product Approval Application Detail Product Approval Application Detail " = (3) (3) CL CL 0 0 L_ ___ I I 11 = CU -0 0- . Code frilly a[ Dee Dal. Date pending Dal. Cod. ZM V.'sicer Manufacturer gralty or Contact Engine. a U-4 Vaffid,red Be Date Mt. Due Pending me valid.taill S,b;nItt. F&C Arrmoval A,n,v, Bruce . - W (D TV.. V ...... o Revisuxt 2020 Maultdracumor Mt WitcloWst and Doors Contact Ehnin,,r& _­­ Validated Ev B"intatfinger American Architecture] Steven M. Urich. PE Validated Submitted F&C Aodra-1 lQUE112021 IOMMG20 ADarasod 1011W2020 Status Approved Revision 2020 Ml Was- . ad Door. leantathroar Amencon Archilectonral Steven Id Unpin, PS 11a212020 11)22J2020 1 If2812020 Apar-d (M -+-a 0 -4- Cn _+­` — Category; Windows t7l?) 381-33M M­la�tvnara Association f717) 317-8454 cal.gary: Wk1doWS r7`17130MOO M.r.i.ptur- Association i717)317-8454 Subcategory: Horbonril slider bsIbk­g.rP_mK1d­ "Category: Fixed Corniplion- Method. Carfificatipm asJ1s,g�rQ.i,qd_c- a) -0 0 -0 ComplIante Method,. certification Matkorl-kaing Mark or Listing _a L'ALSAO'stt enw.gs - I I I"'- �' I I � 1� I I . - - Fuilsialf,ii Product, I 11 I I I = 0 -2 - = a) __ I I I I I I 11 I � � Quallry Assurance � - ­ , I Amprovedfor-Use Approved far Lisp Impact Design - I I 0-11r, Assurare. I . Ampa-dfort),, Atear ... d far Us, 1,,,.l D.Man 0 " 0- (_- 0 3: Be- # Product Model. Number or Narn. Product Description contruct Expiration Oat. in HVHZ Duthdr. HVHz Flagellant P.-ne SeQ00 Product Model. Number or Name Product Descripto c. ntract Expiraficii PAp Ill KVHZ Outside HVHZ fict.1slotnt Prii�sfiurge = 0 — U_ I HS i84 Fin ardn.nge Frerre 72.62 Insulated Q.aa 02f=024 N. Yes No -551-55 i i85 Pw 7S. 72 Insulated Class 04/o!V2625 N� Y. No .001-00 M = = ..+- — M . D -o E 0 W " a) " W _'-, CDL — C- Cn P Co CD M 4-- -ii.-i - �__ -0 . C_ C0 < Florida Department of Business & Professional Regulatton P.S. I pri Building Codes and Standards lOvZ021 Product Approval Application Detail QQ. Entiltv or cars, 111111. bot, Pending Ri .TIM Wpl filarurfad- cardact EhQin,.r4% Liso ... VandAW By Vaikat.d Submitted FBC Arap-I Adprove Stath's R.�A.icr, 2020 Mt WpdoWs and Doors GrantStIfte, Lvl� P Lomas, PE Steven M. Urith, Pr 10002(i 10106*G20 10119J2020 IV16)2020 Appr-d Category: Wind- U17) 386-3300 PE-825i 4 (Jrl 7) 317-8454 Subtatogroly! Mrillions lbsiflingtra rnWd­ Complanu Method: Cvalgat1w Reporl licit a , Florida Registered Architect or% Licensed Florkia, Pi-fes-i ... I Engineer I � I ,: 'ibig'sgsaw Anoduatit.. I I I I :-L" '_ 11��k� � '��' I - I I - 'L ' I I I - - I I � _ L I I � I r I 1-1 -1 I I �� 11 �' � I , �' �: I , � . I Quality Ae,r-,, - I I'll " , � Approved for Use � A-P,y,11 for Us. I I lopmat 0.9ion B-0 and-o"I marb."'N."" P,.6ud AptarlieO., Cgalr,��ri Dal. 1, MVHZ Drupod. HVII Resistant Pressure 2 5784 Vatical Aluminum Mall- No Yea Yes MIA Florida Department of Business & Professional Regulation Page 2 cry Building Code$erid Standards lUeY2071 Product Approve[ Application Detail 17 q. Themnar-Tru Fficts,Ct.ssi. and 8-oth-St.r Nominal fit&#39:8 &quaL.Nor-Impaciftuct Opaque Composite Edge Fiberglakse. Sing rebour With 1213112022 No yes No 141A Transom (I n9vvi ngiOutavvmq� = configuration) 18 r, 7herma-Tru Fber-Cleasic, and smal Nominal 09#39;8 &quot;Non-I mipaciliquot; C"qu. 1213112022 No Yes No NIA code Entity or pAt oil. Data Pending RM Code Entity or Ewe a" Dad, Panding [late C-p-ibe Edge I'llaarglav-Sungte Door .Ath ZYM version M-fddu- ctmtect Engiraggr & Liman- V.1hplatharl By . Validadeffl Submitted FBQAoUMVal Abritcaed states T­ Venal- 01-requ.nar Contact ji-n-j% Licens. V.Ikl�.d Se, Valtd,104 agicagifted FBC Aeproval A,a-,d Maw, Sichalff.(.), and Tnan-m (ImsvvihgV0.i.Wnq: OJXO, CIOX or OfOX0 configursdars) . Rev.1can 20M James Hardle, Building Products, Inc. Chad QI-Ik9 V. Andrew, Tan John Southard, F.E. 0110&2ml i2fl4num 01)OW021 ding FEC Appr, , RmA�J­ 2029 A1.1da Nick Thomps- Lyndon F. S.hanld: P-9 Rys, J. King: P.E. OW1512021 O2jl&r2o2l 132=021 041IM021 APprovet! 19 s. Therma-Tru Fiber -Classic, and Smooth -Star Nominal S&#39;8 &qrot;.N­-Impapk&quot Opaque QW12M No Yes No NIA category: Panel wells �909t 545-8359 PE-81062 (362)W-2520 Category: R-1 Wails t330) 922-2389 PE-43409 (813) 7G7,655�j Composite Edge Fiberglass Single Dow with Subcategory: Siding �h.d.dlenpk.@ja­h.dI S.bCal.R.ty; SoTft nflhpmp­&Wda.- sid.lits(.) �­Wftiglcut_Ang- XO' GX or OXO CompilerIce Method: Evaluation Report froon a e- C-pli- Piamach Ev.W.U. R.pon fr- . C�nflnpouns Head 2nd Sit configura") Floddl. Rogistareal An,hiteat or � Licensed Fund. Florid. Regat-d A�hfip.i or. Ll-.d Florida 20 t Th.mrca-I'm Rlb-Cl.asic end Smabtl,Sbir Nominal B&#39,0 &qua�Nor-Iqaaat8quot Opaque 12/31/2022 No Yes No NIA P,.r..i-.1 Engineer Professional Engineer Composite Edge Fiberglass Single Dow vvith � I � I I - � I � - - - � -1 I I - - I I I I � ­ I I ' - I I ­ I � �­�' , Sdolie(s) onewrigichilosving; XO' OX a OXO rL*�02," Onoduct. � I I I - � � � - I - , I 11 � I I __� '�: - �' I - I - I 11 , -1 I I 11 I ' I � I - jiljel�S-Orgdu I I "-I-- I I I � I � - � I I , , :� " - , � - � - - �- " I , I- : - � , , � � _14� -_ - : I I 7 11� - - � I - I I - -, ", I I � I- , , I I � I � ";1 , -_ 'J�p , I - Continuous Head and Sill configuretions) gantry, Amramoo Approvedfor Use A p moved far US, Imp Design I 0-Ifity At.uran" Agar a ,red far Use roaad for WW.a 21tillfig 21 u. Themna-Tru Fiber,Closaic and Smoom-Star Nominal 6993R,81 aquathlandrinipactlikoluapt Glazed 12J3112022 No Yes No NJA Sao A Product Model, Number or Name Produm Description Contract Zigiluallon Date In KVHZ Carbide HVHZ ReAmatil Pressure S.q 4 Product Model, Number or reams Product 0 ... ripfl- Contr-1: Expiration Oat. on MVKz Outside HVHZ ist Resistant Pressure Composite Erige Fllpergla� Single, Door With Sldelhs(�) QrrsWngJ0utsvAng�.X0, OX or OXO 1 C.mpl.pk Lap Siding lb-c-eutt 'P.1ding 12)3,V2023, Yes Yes N�A NYA 1 a. &quo:;2T&.quot Sont Vent or Sold Vinyl Our; IV310023 N. Yes No MiA Continuous Head and Sill configu,nations) 2 Hradlelel-k Lap Siding lb-p.mart lap alpine =11/2023 yes Yes, MIA NYA 2 4, &ruct-Adflance T4&qcot:6of5t Vent or Schul Vinyl Scrit 12fZl(2025 No Yes No I'UA 22 v, Therma-Tru Fiber-Classio and Smoath-Star Nominal aW39�0 &quct,Non-Imp&ct&quot Glaged 1213112022 No Yes No MIA 3 p. &.qc.LGr4tmprjat vInt.g. Beed.dii,.#39 Soffit Vent or Solid Vinyl Soffit 12Y31=3 Me yq� No NIA Composite Edge Fiberglass Single Door with 4 d. &q..t"W&quo4 Soffit Vent or sold Vk,yJ split 12131=23 No yes No NfA SldelWs) �InakMnglOutsvving; XO, OX or QX0 5 .. &c.ol"Ch.d., D�kzqucll; Sprint Vsrt or sold Vinyl Sonit 12J310023 No yes No NIA Continuous, Head and Sit configurations) - - . I . .11 6 U&q.d�S.P.' alp..&qusr� $oil Vent ., Splid Vinyl Soffit 1241Q025 No Y_ No NiA 23 w. Therms-Tro FfiberClasoc and ­th-Strar 24 x Therrmg-Tru Fiber -Classic �d Smouth-star ,p­1haI6W-,.Rk:rot;No -ImpavAtf at Opaque lVai-2 0 a. 0 Composite Edge Filberglass Door Panels Yvith Vented Scelite(Q (InsvAnglOubsvving: X>� XXX or XXXX comfiguiatIon*) Nominal 6MQ;C &quatNw-Impact3qucd; Opaque 12MV2022 No Yes No NIA Composite Edge Fiberglass Door Panels voul Vented I Sidelite(s) (InswrigirOutswinig; )C(. XXX w XXXX configurations) 26 y. Therma-Trut Flipar-02581pindSmooth-St2r Nominal 6&939;8 &quat,,Non4mpact&quot Gl*zM 1221112022 No Yes No Ni Composite Edge Fiberglass Door Panels csft Vented Sidelite(s) (InzWng1OutsyvirV; XX )Mw)C= Florida Department of Business & Professional Regulation Page I Or I 26 Zr Thernma-Tru Fiber-Classh; and Small configurations) Nominal 8M3g;0 &qvMNon-pva,ct8quat Glazed 12r3112022 No Yes No MIA Building Codes and Standards lep'2021 Composite Edge Fiberglass Door ParelsvAtin Vented XXX w XX>O( Product Approval Application Detail canfIgur2lJori Florida DepartmW of Business & Professional Regulation page I .f i Building Codes and Standards i VZO21 ProductApproval Application Detail 27 ze. Thefma-Tro Fiber-Casaic, end Sn-ooth-Star Nominal e$,#39;8 &q= Non-Imparti1quot Glazed IW112= No Yes, No NIA ; : � I I I I I � ii allipapigisipfifilialliefififigififitilifififig i I I , i s � 1 i! 1!! i I � : i ; I ! I i X i ;all!;: wffm 1 :; I : i ; ; ;: I I i: ; Composite Edge Fiberg lass Single Door with 38939; 0 i 111��N Emillialsomagzm , 1 mmm i I INERE= Em 11111111 '41111111= 1 saammmumwm: ;! INS; a I i �:; 1 : ';! ! ON9918M Sidi (IntsvvinglOuts%uing; XO, OX or OXO Cade Enfil EWE 1W. Doin, Pending Dap, code - lintibror Date Date Del. Pandha m- 28 z1b. Therma-Tru Fbar-.0amicandsmouth-Ster configurations) Nominal 38-939�8 8quotNcn-Impacl&quot; Glazed 12i3112022 No Yes No NIA MM yaral- M.n.fecapre candied Srupi­rA License Validated 0, I Vadidated Subunits FilcAnnuaval Approyr, statar's 7VD. V,,I,,, ficura,laduror Cwc,ot Entil-I& Licares valid.10 81 Validated sudernitt.dil FaQ Arm. -I Approved millm Composite Edge 51berglam Double Odor Ath R-1 n 2020 TAMKO Building Produds LLC Karl Edon Robert rierranen John W, Kn-vich, HE 1OM41202D 09r�gt=O 10112'2020 1211512020 Approved R.,Asi.n ?azo L.V. Thamntrson, Inc. din Thompson Architectural Tony Christman Zaclrar� R. Pnea Steven M. UrIch, RE 09tl7t2020 miano2o D9,2212020 17J15/2020 Approxed �8#39;08idejtes (InsvvingfOutevvingi 0>00 category: Facing Wt?) 024-6644 PE-nem �064� 772-6224 Met.le Company TAMCC l813) 2411-3456 P&741021 r7f7) 317-8454 29 ra. Thorma-Tru FibeT-Clsstic mra Smooth-Staur o9rifiguradion) Nominal �W!39;0 &q,o,.Nw-Impsd&civpL Glazed 121al/2022 No Yes No NJA S.IbC,rtagory'. Urd.14yrnents kerrLmdalQamko.pwn Category; pooling filulaCausliary: RoolingAccespones that aroset 1phyQq­l%J,.onngcwrt Composite Edge Fiberglass Single Door vAh Saff39,.0 Compliance Method: Evaluation Report from a ,t.rgral Part ath. Floating System Sld9lile(S) (InsWh;fi0ursvving; &, OX a OXO Florida ph.grg.rdd Architect .,a Licensed Florid. Cornilullanee Method: Evaluation Repon from a ou"11111111.0;"LiD Prolvasiorel Engineer Fforkla ReglateradArchitectora Lice-dFlorlda so zd. Therma-Tru Ribe<;lassio and Smooth- Star 11.2r. .qua�Non-lmpaor&quot Glazed 12131t2022 NO Yes No NA I I � ­ I I I : i , '11, _'�,�_, � , , - � ,,,-,, " , ... I -,1 �� - ; �, �' r�' " 1: ,� r, �­ I" �""';"' '� -,,-"- ' �� - � � :�­-' � ' I , "' I � " , " " �' _� -11 'I"', , , 11 - Professional Engineer Composite Edge Fiberglass Double Dow �aifih I I :.?Wfl23Z&MAoducts . I " I 11 , I I I I I - , , : I � , , �_�': I , I , ",'� �"�� � , , , ,-"­""�' _' , "" , I , " �' I " , �: - � - " " I I I �'� - I I - � I , '_ I I I I ,� 1 ­ I 3=39;G SIdeliftes (InsWN/0utsWng; OXXO Qualltv A'Surtarr. Aneravadfairlit, A--,df,,U,, 1-ot Mael- fl*fta I , '� -11:�'­' 1­ I �" " ftgud. � I � " e , 1, '� � '' I I- I - I _��: �_ I , I'll � I I � I , a_ _1 I I � -11 1-1 I � 11 11 - I I 11 31 ze� Therma-Tor Fiber -Classic and Smooth-Ster configuration) Nominal 7M9;0 &quat;Non_Impaot&quci; Shaker 12J31120g2 No Yes No NIA S-9 PrWual M0,1, N-ber ur Name laroduat De-121LU Contract Expiration Dale I, HWZ 0.1s' ide HVMZ Resistant Ptess.re - - Quallry Amrance I I �11 - Approved for Use Approved for Us, hullmu 92AM Series Comp -its Edge Gl-.d Fi b.,glass Sing 1. 1 TAMKO Root Undeflayment. (HVHZ) Root undetraymen is for us a m F BC HVHZ 06129=3 Yes No NiA WA S." Pmdud 81 puts. Number or Name Pnndi D"QuIn"a Caribrect E.eftallon Data in HVHZ Outside MVHZ R.Maharl Piss" Do-sith or Wth.ut 1 SIM:2 Sclehael jarledstions. I TAIMCO Flat Top 0 11-Rdi Vent With son. for Tie 26 go. .tdG roof-flictor With gulf, QS=r2O26 Yes Yes MIA N/A (Insvvin girOutswing, K OX XO or OXO corrifigui partiona) 2 TAMKO Roof Uadarlayments (MW,H4VHZ) Root .ndeftyrent � far use in F BC n.-HVAZ 0629nm No Yes NIA N;A 2 TAMCO GopeenmI;RVong 26 ga. 09,09/2026 No Yes NIA -01-52,5 jursdaloars. 3 TAMCO Off-Riclit RodVorrt whin Bafft 26 gi� statio roat'venglator vIth Integrated baft WM12026 Yet Yes NIA KA, 4 I TAWO Round Top MRIdi Verri Saft W Tue 26 ga. dallic roat'verulator Y,Iffi both. 0"ROM Yes yes NIA NVA Forlde Department of Business a Professional Regulation Building Cades and Standards Product Approval Application Detail Pagel art 117M21 FAM i 1 i 111111111111110=11; i I 1 1 i ! i � ; 1 1 i 1 i i ! = code : i I i; i 1 1 1! !; 1 '! I 1, ; 11 , i, :! i ; i 0: 11 I FIM I i Entity 'I 1 1 , 0 !; i !;! :a � ,:: ,:: Data 1: ' 1 � 1 i, ::; a i 11 1 I i 1 i S am- Date Pandinto NEMMMEM Dal - IX0 yankin Marrufsatomer coaritsat Erair-&U,emse Validated a, Vapd.psd Submitted FRIC Apm-I A,--d status Revision 2020 Loman. Katrina Jefley Jamss L Sucians,. F.6. Stev., U. Ur.h. PE iIY2312020 1112312020 11,2912020 ding FSC Appr, fo�ragaiy.. placing (50) 983�6163 PE-31242 (717) 317-8454 S.bCat.g.,y, Facing A. —I. that ans an Iselleyo-Ionn..... clograd Put ofthe Floating System Curap1b's. fiffethud: rvol..11- ftp.d tram . Florlds. Registered Architect or- a Licensed Florida Prof-lond Engineer I I I I I e � ­- �­ - � ", _-'., � - I I EWZ7j1.RAj0jacjs �': _!"" , ', - - � � : �� -, -� , , '� ,,, � - � � �',, "I - I �' I , 11- - 11 I I I , �'� ""� �' , I I I 1� �' ��' _""". ��" , � � I � , N, " �' I �, _ � , 'i � � � I � , , � - � I __ I I r , , I I I I I I � I I ­1 - 11 � I", 1, I I , �' . I , I I I, " I I I I ', , I QuallivAssurance, Antfinowd for Use Approved for U Impact Deslan 1191 Product Madmi. N,m,b,l ,r lcura, Whoclud Description Cantriet Explottion Dal In Hv4z O,tsid, HVHZ Resistant pratusurb I Da�k-hji DA-4 a, TRI-Buill Dcc,-Ajr CA-4 L%, Profit,, Palyonstyl ... Pf.sak, P..FV..t 124/2025 No Yes NO -qT.5t-R_§ Me�hiunitallyAttaghedlc PWmd De�K I Florida Department of Business, & Professional Regulation Building Codes and Standards Product Approval Application Detall P.S. I pf 5 1912OZ1 ismitollimomi nomomla-mom I 1 1 i , � 1 1 � I i 1; ; 1 I i ,.d. V Entity . Me We net, R,,dl- RIL- TV- versior M,n,f,-W,, Contact E,qm,ar 9 Ucense Validated W validateil Submitted FBCARd-al A-d-d Slade. Revision 2D20 Soral Rbdhg And— Rob!. lAPMo Uniform R-lusfi- G�yW. Walker 11MM20 1 1,02M20 IIM&2020 APPI.Aad Cgt.gi pooling (801) 380-6091 Services; LILC (205) 854-OiSO S.IcCabag.,r. Rootrig-Nies Robtrokndepsargl,�Lao Cpmial.­Tuaffaod� Ev.1-tion Hup.1 fr.. . rit Product 15,sluction EaUty - - Fooug*lz I - Prod. , I I I , � I I __ � 11 I � I ,- I I I I - I � 11 eT '­ , 1, � � 11 � , � ,­ ,'. I ' I - " I " , ,: 1 " � , 11�_4-'�-_ � r'�:�- �� I - , : � - I � � , , ' , � , � , �' " I , ,� . . I 11 I Quality Assurance -, Awtoyedforusa, Approved for use Impao Design Sago Product Model. Number x Humn Product 0 ... nation C1,I Fjonfirstionpato in, HVHZ outteld. HVHZ R,,I,I,,,t proavu. 16 Sonny- Shake. S1918, Country State Sort ad Engila Flat Front. - Dan,." CO l2f3lQQ20 N. yc� NfA MIA 7h.tph Unnp; mp.al 17 Saxonyson -Sjs,bs� S),alus Aernp: Split Shake Flat Profile -Steckler. CA 12/al�2020 No Yes NIA MIA la 8"ary 600 -Sli Shake ii-p: Split Shake FIst Pnord. - Rist., CA IV310021) No yes MIA K/A , 9 S..y?oo -sli Slurs A.arnp� Split Sheiks Fiat P,.flls - Stockton, CA iWim2o No yes MIA MIA 2D 5.x.ry 700 -Sh.N., Slats &­P� Split Shaiia Fiat Profile -Rialts, CA 12� 20 N. Yak MIA MIA 2`7 T.I.a F.P.'s i Barest- 1 112 High Profits - Katy. TX 2f3 a020 No yes t41A N)A 28 V111. L- Profits - Katy. rX 1213112020 No yes NfA N)A Florida Department of Business & lornfessional Regulation Building Codes and Standards Product Approval Application Deta 11 Pap 1 of I 012021 Florida Department of Business & Professional Regulation Building Codes Lind Standards Product Approval Application Detail ftg. I oil W12021 Cod. Entity a Mt Date Date Penifina 000 Sm Code entrity a Dan. - FM P.noind D* Tv- V-1- ral.malftartu ... E..I..Ql & upronsk Validated B, Wlfd,t,d Submitted Fac Approval I Approved ststap. In"s, Wast- M-flaptunir Contact Prefin.,r & License Validated Ely Validated Subankit. F13C Anyon-1 Approved ateath'. Rm6sen 2020 Alpine Slush ,swfs cc Evaluation Sarsoce. LUC William M. Ratifirl. PE IMIJ2020 lua=020 11105n[120 11=12020 APPICA"d Ra'Aalon 2020 Commerdal Concrete Produomin4. RoponGIIII, Samuel A. Oreemberg John Hoy l?J18t2Q2O 12/fC,12920 12�9120'20 ding F BC APPPI categ.ry:atruacral C-Pon.nirs 4321) 710-33TT Ott?) ORl-1917 Category: stricurel Components, (615) 650,5707 PE-34245 ($52� 18a-5311 Sulp;alagorr. T'u. Rates tovAsQ.1phaeft-rat Subcategory,. Products Introduced as a Rovult of pra­t9dt.h@y.h.pc- Cornialfialloo Method: Evaluation Report from a NwTechndcgy Product Evaluation Entity r.mpfimps Method; Evaluation Report fro. . r - � I 1, � - � I _� I'loddo R,gi,taedAn,hff.at­ Licansad Fl.dd. ?DM p-g7r,"upts I I � - I I I I I 1, - I - -1 -1 - � 1. - � I - I , , , 11 __� � ", - I I 11 I I I , I I I I piclaspi.ead E.gi.ear Quality Assurance A parp-d far 11- A-ravad fic, Use brarect Desion "TA,Rglarardu I I I - I I � - I I I I I I I - �' - � I - , - ; � �� I 11 I � I � � � I - , - I I I I � , I sea 0 Product Modal, Numb.w Nam Praduct Denrattou Contract expiration Date in HVHZ Outside HVH Resistant prossurs - - - I I I - I - I MW 8=6kip4m. Higher Strength CH &amp S) . metal Caransclor Plate 12131r,024 yat yes MIA WA _91"T A Product Moded, Number w Name C Qu�jjty Asswan. Product Dewliatlan ontmet EmArallon Date Anceravriadfica-Usa 1, HVHZ Ao,,a,w far use outside H impact D,i- Resistant fartesu. 2 3 ITW liGGIA!iAne Hings Flat- rrw BCGLNpl_ T.1a, Metal C-act., Plate 12131I2024 Metal Connector Plate IZ(31MZ4 Y. Yes Yes Yes HfA Nok MIA NIA 1 Quafty P"posi a, Commercial Cony,tel. Products Precav and Prestressed Concrete Untele D502024 No yes HIA N)A 4 17W E3CGIPJPI. W-e Metal C.-to, Flat. lWl�024 Yea Yes NIA NIA Florida Department ol'Business & Professional Regulation Page I all Florida Department of Business & Professional Regulation Pagel 02 Building Codes and Standards 117=21 Building Codes and Standards WW2021 Product Approval Application Detail Product Approval Application Detail 92a Ertury or Data We Dal,P-dl, Dah. it ,WHMILIBNKIamgomsklwpENF,mmml!::ii: a! I 1 : ii li��l,l avamo&vmmmmmm I SM 1 i 1 i e ; i; : : : a i ; I i 1 as ! i 1, i ' i!;; ; 1; 1 : 1!jl���� Code F.rdIv . Data Date Dale Rialcullu Dale TV" Venda mampracturer Contact 11,01,10ir X License valithdild By Valroaluel submitted WAythroval Appro"d slarts, Type Venal. Manufacture Conrad rrolneer & License Validated N Validated submitted Flic Approval Acrid stews Revision 2020 CAS7-CRE'fE USA LLC, Craigiperric. Mian-j-Dad. SCCO - CER MIsar-Daid. nOO - VAL 1 lt2QI2020 1%2D2020 11,2712029 Appr�d Aff-tion 2020 mph. A-rninurn, in., J- all- Lam R. Lomas St.- M. U'kH' PE lifla/2020 1111mozo 1 V2012D20 Approved Caritagary., Scract-I C-P.-tre (8i 3) 621-4641 J96) 315-2590 "binary: Pornel Wells (407) SO9-2006 PE-62514 �717) 317-8454 8-bColegim,Y: Products Inthwi-d as a Result of ppenlrog).astaret.- siplac.h.g.ry; Soft .1phs.lumnuminso-Y.h. ri- T-hh.l.gy Constiollarse Method: Evaluation Report from a p... Complhan�eflrimod: Cortificalim Mark or Listing FI,rIda Registered Architect or a Licensed Florida � % � � "� , ","', " 11",""'111 11�1�"""'_" , " 1, ' � ' �Putjs#All� pfuslialitil �' . ' __ _� I , I " , ""�, I , I I I , �� �'�:"',""'_' - , � , � �" � , ' I ­'� � I "I ! , , _"' " � , : I - I - I � - � 1, - I I '��,'�,-�"��"�',��"',�,�,,,�,,,,,,',,�, I � - 1: , , , 4' , " , , " , � � , � -- � I ' ' ' � ,_ I - I , " � -, � .... .. ' , P,af ... anal Engineer - '1_1 I , � I I I �"';' , , , , � I ­ 11 - � - � , - �' 11 1-1 I I � � Quatfinr Agoura ... � - " .1 n' ", - I � �­ I ­. ­� � I Putmoycd for Lose :'� � I " , Outmanned for Us. �� , Impact , - I , �' '� Deshint ,� , " , , , , - "', ' li '�'�_i" " 1, "i I _"",' " : I � �1_"_' �� I �' � I I" 1� � - �' '_ ", - ,", ," ,'_�""i�' ��;"' ;4 � , � v " � "' , _'� ', - , i , - ,, " '' , I , , � 7, � - , � - �Y"� � " �j , I— I I - , � , ", , � , , � ' , _ "' "'� � ��, ' ' ' , : �11 I 1, :'� , I � - - -"' � ��' , '� �' � " " ,,, `_"13 ' " -,"'­'-_��' , � '­�-"�":"' � , � � 'd " ��': _"K� �'� - - � � , , � �� � , "', , , r, - " , I � - �­"""'�",­Xk�,'�, � - � "" " � . , " *­",'�':�',��_�' " ' '��r�" , , �' - , , �"-'�"-""-"�"-1 ",-"l��,,,-�,-,,,���,�"R-",;, - �' ... , ­�" � , , , � �' � � � � , " �" , , , � , �' �' o""r' �� , " " �� " , - , " - -, � " ", , "_ , w '�" , ,� " � ', , � , '' �' , " " � , - , � - , , � � -, 4" � , - � _ , , , - �- - - , I � , " , ""� I 4000 Prodist M.901, NuMber or N. Product Dosorlotion Contrast expretion Done in HVHZ Otuatido HVH Resistant Pr.asura � " , � , '� , � I "I " , %� " �� _3' , - , - , , ,� '' 11 11 � , I - ­� �_ 1� I I '� I rurality Assurance I 11� Approved for Use Approved for Use rupoot , , '' , "_ "", - o4strin I High Strength Contrals Lintes 4. 9. 6. and 12 Inch Wide Ifintels, 05,121RO22 Y. Yes NIA MIA - W,du,t Modal. Number,, Name Pladuct 13.1,11,1:1- Contract Eaulrallon Dal. 1, HVHZ Dowd, HVHZ R"Ju.int Far -re i Alpha Nurtinum Wid.6amp:Venrod XurplaurnSoffill CMU &amp; Wood Alph a Alurnaurn *011d &amp; VoctsiJ Aumin,un 0713WO23 Will CMU &.mp-r Wadul N. yes No N/A Florida [)apartment of Business*, Professional Regulation Psgc i of 1 Building Codes and Standards 105022 Product Approval Application Detail Cod- Entity Date Date Date Pending Date Type Version Monuieght contact Engineer &Lic"aa Validated By Validated Svirmial4d FSC Approval Approvild stal"s Revision 2020 Global Protection Produtels, LLC. Tim Rolo�on Walter A.-fift Jr, P-E. John W. Knez6vuh, PE OV08=0 0910&12020 1 DrID-1/20210 12115/2020 Approved Categary:. Shutters (954) W-7545 PE-44187 (954) 772-6224 S.bC.tegory: Ston. Perot. 1im.mbhsw@ijppontcwn Compliance Method; Evaluation Report from a Florida Registered Arch iterct w.a Licensed Florida Professional Engineer I I I - - I EiakffiLs_�$s R]roductv I 1, I 1, I -1 "� I 11 I I .1 - I I - I 11 I I- � -_ , ,,,, � ,� , " I I I I I I � 11 ­ I I 1'1� I � I I "­' I ­11 I � -1 -1 I ''I I I 1­1 I I ­ "I � Approved for Uss, Approved for Use 4mpadt nation Sao If Product Model, Number or Name Product Description C.ft�f�at. Ill HV outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm PanasIsfHVHZ Coquilated Galvanized steel Storm Panels retained 12;3112022 Yet Yet Yes NA or not by tracks to provide hurricane protecition. 2 24 Gage Galvanized Steel Sturm Pamel51NHVHZ Corrugated Galvanized Steel Storm Panels retained 121�$1/2022 No Yes Yes NA or not by track@ to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approvall Application Detail Peg. I of 2 1002mi C.d,s cinity'. Dot- Dals Date F"Poin. Oat, IYM version Is ... factwor ciparri-at 5ruilecens- & Licences Validated W Vallplatial Submitted FaC Acipponal Approved Status R­4�aldn 202O Mtrek Inc, Erin YvAidert CC Evala ition $erAca. LLC ICC Wiitutfion Set,ico. DBJI V2021 13841001121 081IW2a2l Approved Cat.gary;Mr-uptural Comp.r.nt. (962) 698-6635 LUC. 5.1tcat.pary, Truss Peres -W-fDrdl.... R05t 50S.9800 Compliaranellietirted: Evaluation Repottfem a Product E.flu.tmn Enfilty, tu-,figmilt-allianded.&S - I "I I ' � '-:��_ - I , I � _" I � - I I I I I I I .1 I - � I - - , , I I I � , -",- , -, , � � � I I , ­ , I I � I 1, I - I" _� I I � ­ 1 �7 ,_ � - _:­ I I I , , T - I - - - , I I I . I Quality Aswranos ApixroYod [Q[ Uss, Approved for UsS impact Deelart see A Product Modal. Number Or Morris Product Description cataract Expiration oure, In 1i outside HvMZ Resistant Preasur. 1 MIRAH5 16 Sm. high �tnurgth ".a connector plate 12131M2? Y. Yes MIA MIA 2 M13SHS i8 ga super high strength truss connector plate 12/31(2022 Y. Yes MIA rYA 3 mt 16 16 ga- trust actrunwornet. 12131(2022 Yes Yes MIA MIA 4 MTl8HS Is ga� high strength I- connector plate IV3lf2O22 Yes Yes M(A NJA 5 MT20HS 20 9. high strength trus, dorredw plate 1213112022 Yes Yes MIA NJA 6 TLIB. M714I 189a I- .pnh.ptarphst.. i2)3lr2O22 yes Y_ MIA NUA 7 TL21), IVR20 20ge, truss corm"torplatos lValaO22 Yes yes MIA NJA Flodda Department of Business & Professional Regulation Building Codes and Standards Product Approval Applitation Detail Pas. i at 102021 Cod. Entity or 2" Data net, P ... In, Did. 7VO. version Mamufuturer Contact Engineer & Llceng* V.11duod 3v Validated Submit F30 Approval Approved atilia Affirmation 2020 Fs*r Industries Jera R—stf MiRrpl-D.da, SCCD - CER Pliorro-Oaft BCCD - VAL ll)O5F2OZ0 I 1 i05120�0 1111112020 Approved Category-. Vind-s (941)03-0100 (786) 315-2590 SUhCatRRCFY: Mi jr—uhMpgfifindi C-Phand.1111.1had' Caltill.ti­ Mark or Listing am _&4jWfiRrc;*icl. I 11 -1 ""� " � '�'­ , ' - I � 11 � I 11 ­ - " 11 , � , I I I I _ � 1-1 I I I I , , � � 11 I 1 ­11 I I I . 11�1 I I I 11 I -11,11 I I I " �11117 I 1 13 1 Qualit, A-ranc, A-r-,dT,rU,, Aceproviulf,rWri Im ... t Dasion Se" Product Modal, Number or Nam Product Description Contract gliphraflgg Dale In HVHZ Outside HVHZ R.Rersent pinimspre I Mulfl- for -All Door, and Wind- Aluminum Mullions 05/26/2025 Yes Y�s Yes NIA Florida Department of Business & Professional Regulation Build! rig Codes and Standards Product Approval Application Detail Page I at 2 1(012021 code Entity or Data Dole Oat, P-din, Dot. 'No- � numurfact.,er contact rabilum a License Validated 6W vaildidest submitted PSCApproy,d Approved star.$ Royam ZD20 CAP Micas.1 etch R.1,art Mann- John W. in-ich, PE mer2020 0922U2020 l0iMO20 IYS12020 Approved category; Floating (4DU) 7015��l I PE-59168 (M4) 772-8224 Subcategory: Asph.1t8hungles mWeAftaf.com Compthanca Method: Eveluatim Report from a Fluids Registered Ardnitact or � Licensed Fittga Professional Engineer _10#1624,00 Arnplueds I � - I I � . I I � Clipalfty Assurance Approv,deprUs. I Aonroy.d far Use Impact Design Seoft Product Modal. Number., Pmduct Description Contract Ex9l,wi.in Dot, in 1l Chifididl, HVH Ifit-lat. le-eure I GAP Asphalt Roof Shingles, Fha,mas. raltuarrod 3.t.b. 1-Inapd, f4sto and I ?J16=2 No Yes MIA NJA hipirldsts asphalt shingle, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel VI VWD21 C-4. Entme a Did 0 Date Date Pending = Date 7VP. V're!no R12nufact" crint.at 9,glu ... & Llps... valdlak.d Ely Validated submitted 01fic Approva Approved status lsa,fal.' 2G20 Flords Metal Products he. Calk Jones James I., Back- P,E,@ ste'em M. Unch. PE 09,2712020 o9n5a(170 1=4(2020 12fl&�020 Approved Category: Roping (904) 783-Z400 C BUCK ungitasuing (Tl 7� 3 1 7�8454 SuloC-logary; R..liho A­.arjas that cru an plarkethumpa,porn P&31242 Integral Partafthe Rocifingaystern C..pli... lit Evaluation Report from � Flodda RegIttereplArchitact - Licansad pl.dd. Professional Engineer "filunn5wiii P'lidual, � I I I I , I , I I I �_ � �' I I i I I � I I I QuallwAssurance Approved for Use Approved far Use Impact Poslan 19-0 Product Model, Number or Name PrOdi 1309011011W) C,te,ed Ek,fistl- ", In MVHZ 0,40cls, HVHZ R,I,t,M Pressure 3 3- FLAMCO ittitiouRV to Ridge WrAlkelual: Ahmnintritt Ridge Writ for pfthed rools fabricated 1213112024 No yes No WA from 0,025' Aurrinum Florida Department of Business& Professional Regulation page I of I Building Codess.and Standards 1125�2= Product Approval Application Detail Code Entity 0 Date Date Date Pending Date TVD- Version Manufactu Gcnta Engineer & Liceligiii Validated By Validated Submitted FBICApproval Approved Statu Revision 2020 All Aml Shutters and G I.* Mia. Barbieri Frank L. Ben murdo, P. E Troy Qashop. P.E. `Q`2812020 1011 512D20 11105/2020 1211F�=20 App-od Catelifigry'. Shutters (5611) 712-9882 PF�004SUP (064) 947-0860 Subcategory, Storm Panels rmk.b@.I1a-ip.n.h.he Compliance Method: E�fipaficn Reportfroma raporn Florida Registered Architector a Llcerised Florida Professional Engineer 'FL*ljq69A'&PfoquQ% , "', 1, , � - __ 11 , � , � I I I I I I I I , I ��" I � I I I � I I � 1. I I - � I I I " , Quality, Assurancl Approved for Use Approved for Use Impact Design Staq A PrGductModel. Numbercu-Narria Product Description Contract Expiration Date In HVHZ Outside HYHZ Resistant Pressure i, 24ga Galvanized Steel Sorm Panels 24ga Galvanized Steel Sturm Panels 12131f2022 Yes Yes Yes NIA Florida Depa rtrnerd of Business & Professional Requ ation BuildIng Codes and Standards Product Approval Application Detail Para I at 61m= Code Entity o Dan's Dale bare ftlid1no Date om T". Version Manufacturer Comsat Enorms, & License Validated ai VORII.Nd ftlamm,d Fisc Approval ft-vall star- RmAsion 2020 Ifileys1haiuSer Rob 361di ICC EvAlU agon Service, LLC tan Lehrer, P.E. 0�0=21 IW1312020 02M3/2021 ArrFroved Category: Structural.Cornponersus t253)924-64?8 (1308�839-32ua Subcategory: Engineered Lumber Rope,t.B.1dw,1r@..yema CompliandaMediDd: Evaluation Report from a --- Product Evaluation EatIty �lfir'�'tir_ffli - Produel, I � ­"' '.-, -- I I - I I li y ;_ � - I I -1 I I I I � I I � I I : _. � - I I I � . I I �- � � . - I I 11 Quality A--nse Amr-d nur u_ Anscraved far Usa missal D-iort 3-09 product Model, Number or Name C Product Descrippon ,ortursot byhration Date bri HVHZ Outside HVH Resistant Pressure i Microiam LVL 1--niusled Verves, Larnter D513V2023 No Yes NIA WA 2 Pan" Itun P L Pareffel Strand Lumber 0313ig?O25 No yes MIA NIA 3 T,rulact-Strand LSL Larrinated Shand Lumber 03131(2023 r1l. Yes NfA NiA 4 TJ Rim Board Struaturdl Composite Lumber cr Oriented Strand 034312023 No Y­ MIA MIA po ,d Rim 5 ... d 5 V&yerhaeu5er Rim Soar� Oriented Strand Spard Rim Board 03131i2023 No Yea MIA MIA 0! 4 Z Z W mi 'C'm � '� 1, , ' - , _7 0 C%X _�"� ,r �) 11, D ( ') =- I" I , - , '_ , - ,.7 ��- - 11 00 121— 'i " < C2 M : � . I -�L (D -0 c �%_ , �- =:) e. ('.'� '.' '�5 6 - I � . (-' .' ' . 11� �_ 1. _� I � - '7'.' , - 7 , , . ­ ��?. , '­ � �� - ( - _-.:' - -, "-: 1�" ___ . - < 7� - �11) - It �3 ;�� I' '�' - �� , Z� _�l '� -, -�-. . W Ila j a) <`_� � QJ , I-, -'j) -- - 0 " I/ - . � 5 _u %, C, fIL, (10 a EQ - 1 � a I - , C C 5 - -3 C 0 .P I - r_ L_ La , tz; - p, , . 2 4__ 0 LU U) " CD E -6--# =3 0 a) r_ co I M M > 0 > L_ CD- 0 CL < L. 4-0 0 =3 _0 0 < L_ 0— W U) -+--a L) IM M I < -0 0- i......... 0 L_ M " W = �E = < (1) 2: __j 71 < _j a_ . SHEET NO. PA 1.1 N�1■IIIyi1111W1IIY VIM[ i �t� N O cis N }, U N O� O Q O I..L U U (a O U '0 -0 0 0 'ice O 0- C- 0 O IL O O > -� -0 O N L_ � O C S� .� U Q L GV C �) r t C. y 0 - Q C C ,r. O O CG >>p- oW W ^ , W O L Q O L U O nL� {1 V IM U m 1..� L O L1J W z J Z Q SHEET NO. PA 1.2 • �,�� Simpson Strong -Tie 2020 FBC Approved Products Updated12i302027 • � , - Simpson Strom Tie 2024 FBC Approved Products Updated'12l30242D • � Simpson Strong -Tie 2020 FBC Approved Products UpUated12J302020 � Simpson Strong -Tie 20249 FBC Approved Products Updated 12f30242D P • , m For direct Risks to all SST approvals Rsletlbelaw, CLICK HERE. - For direct links to all SST approvals listed below, CLICK HERE , For direct Risks to all 5&T2pprovals listed below, CLICK HERE. For direct Inks to all SST9pprovals listed beloua; CLICK HERE For additional information regarding Floridas $tatevnde Prarkre[ Approval System and Miarn Dade county Notice of Acceptance (NOA), CLICK HER E. - a ForadditionalInformation regarding Flandas Statewide Prdduct Approval System and Ntlann Dade County Notice afAcceptance NO , CLICK HERE. _ ( A) - e Florida's e: HE Foratldltlonal Information regarding oddas Ststewrd.. Product Approval s em and NNami Dade County Notice ofAaae lance NOA ,CLICK RE ......Y� P (. ) > add I For Ronal information regarding Fiondas Statewide Product royal and MIanV Dade Coup Notice of Acceptance NO . CLICK HERE. fWP System ty (. A) FL#�355-R7 FL#ID446-R6 FL#10455-R5 11 BUS, HUSC series hangers Face -mount hangers available in widths ranging from 1-5/8"to 3- 9116" and heights ranging from 45116" to 11 ". Concealed flange Sea # Product Model. Number or Name Product Description Sev # Product Model, Number or Name Product Description Sea ;� Product Model. Number or Name Product Descriptfon version (HUSC) available for models having width equrtto or 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SSj 1/4' diameter Titan stainless steel masonry screw 1 A21, A28, A33, A34 A35 A44 Angles 1 8T, BT6, BTH 8rickTies greater 2 APA21, APA4; APA6 RPVA21 APVA4, APVA6 Accents Outdoor Angles 2 CMST12 CM5T14 CMSTC1i3 , Coiled Straps 12 IUSaeries hangers Face -mount hangers available i from 1-7 $"t 3- n widths ranging m ! o 3 APB44, AP644R APV666; AP666R, AP888 AP688R, AP51010, AP6101OR, APVB44, Outdoor Accents Post Bases 3 C514, CS16, CS18 C520,,C522 Coiled Straps 518' and heights ranging from 9.114" to 16". FL#9S89-PS APV844R APVBBB. APV866RAPV688 APVBSSR APVB7010 APVB1D90R d GSHP18, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3:63-SDS; LGU5.25-SDS Face -mount hangers 4 APDJT2 4, APDJT2R 4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CT5218 Compressionfiension Strap 14 LU24, LU26, LU28 LU210 Face -mount hangers Sea # Product Model. Number or Name Product Description APVDJT2R-6 6 QSR, SSP, TSP Sled to Plate be 15 LUC26Z, WC210Z Face -mount hangers 1 S 1 D 0112DBB Outdoor Accents Connector Screw 5 APHH46; APHH46R: APHH610; APHH610R Outdoor Accents Heavy lianger 7 H 0, H Z. 6 6- S H1, 1 A, H2,5A, H3, H6, 7 , H1 , H165, H16 2,-H1 2 HurrcaheTies 16 LUS series hangers - - Face -mount hangers available in widths ranging from 1 9/16"te 4 2 SD9112, S09212 SDi p11$, SD10212 Strong -Drive SD Connector Screw fi API-4, ARLQ APT4, APT6, APVL4, APVL6, APVT4, APVTB Outdoor Accents Land TBeam-to-Column Ties $ HGT-2, HGT-3; HGT-4 Heavy GirderTiedawn 5/8"and heights ranging from 3" to10-15/16". 3 SDg112SS S 9 12S5 D 2 Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R;-APLH26, APLH26R, APLH210 APLH210R t Aaaent Light Han pu dooY. s gars 9 HS2d Hurricane Tis 17 MGU3:63-SQS, MGU5:25-SDS; MGU5.50-SDS,. MGU5.62-SIDS, MGU7.00-SDS Face -mount hangers 4 SDGF22434: SDCF22512, SDGF22614, SDGF22700 SDCF22858, 5DCF221014, Strong-DuveSDCPTimber•CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2 SDS1:5, HSS2 2 SDS3: HSS2 3-SDS3 HSS4 SD93 Heavy Stud Shoe. 18 MIU series hangers Face -mount hangers available In widths ranging from 1-9116 to 5- SDCF221134, SDCF221334, SDCF27195$, SDOF?723ra8 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2: HST3; HSTS HST6 Straight Straps 1i8"and heights ranging from 6-15118" to 1f3-1/2", 5 SDGP22434, SDCP22512, SDCP22614, SDCP22700, S[7CP22858, SDCP22912, Strong-DriveSDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 12 HT616, HTS20, HTS24; HTS28, HTS30, HTS30G Heavy Twist Strap 19 MUS26, MUS28 Face -mount hangers SDCP321100, SDCP221134, 5DCP271400 11 DJT14 Deck Joist Tie 13 HTSt116KTZ, HTSg20KTZ Heavy TvAst Strap 20 SUR, 5UL SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614, SDHR31400, SDHR31614 Strong•Drive SDHR Combo•Head Screw 12 0.S Drywall Stop 14 LFTA Light Floor Tie Anchor 9116" #0 3-9/16" and heights ranging from 3-1116" to 13-314". 7 SDS25112, S0625134, SDS'Z520p, SDS26212, Sq$25300, 5D525312; SDS25412. Strong -Drive SgS.Heavy-Duty Connector Screw 13 FC4, FCB Framing Clips 15 LSTA9, LSTA1.2 L5TA15, LSTA18, LSTA21, LSTR24, LSTA3Q LSTA36 Straight Straps Concealed flange version (SURG, SULC) available -for all double SDS25500. SbS25600,,SD525800 14 FWANZ Foundation Wall Angles 16 LSTt49, LSTI73 Straight Straps 2X and dX models; only acute flange is concealed. 8 SD52591255,SD5252005S,SDS2529255,SDS2530055;SgS2531255 Strong -Drive SpS Heavy -Duty rvonnectorSSScrew 15 GA1,GA2 Gusset Angles 17 LTB20,.LT640 Bridging 21 U series hangers Face -mount hangers avatlableinv,ridthsrangmgfrom r1-9116"td 9 SDWF2716, SDWF2720, SdWF2724; SDWF2726, SDWF2730 Strang -Drive SDWF Floor•to.Floor Screw 16 H2A, H2;5T, H8, H1DA•2, HI CS, Hid, HGA10 Hurricaneiias 18 LTS12, LTS16, LTSiB, LT520 Light Twist Strap Wand heights ranging from 2,5/8"to11-114". 17 HCJTZ Heavy Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HHd; HH6 Header Hangers 20 MST27, MST37, M1ST48, MST60, MST72 Straight Straps FL#10607-R8 19 KBsiz Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA45, MSTAiB, MSTA21, MSTA24,MSTA30; MSTA36, MSTA49 :Straight Straps FL#10667-R6 20 L30, LSp, L70, L90 Angles 22 MSTC28, MSTC40: MSTC52, NfSTC66, MSTC78 Straight Straps sad u Product Model. Number or -Name Product Description 21 LCE4 Rost Cap 23 MSTC48B3, MSTCBBB3 Pre -Bent Straps Sea 11 Product Model, Numbgror Name Product Description 1 ATR318, ATR112, ATR518„4TR314 Threaded Rods 22 LS30, L850, L570, LS90 Slcewrabla Angles 24 M5T126, MSTI36 MSTI48'; M$TI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-8/16" ro 7- 2 ATUDS, ATUD6-2, ATUD9; ATUD9-2, ATUD9-3; ATUD1:4,itTUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 Mt512; MT516 MT518,'MTS2t], MTS24C MTS30, MTS3EaC Medium TwistStrap 118" and heights ranging -from 7-118" to $0". 3 BP3/$-2, BP112, BP112-3; BP61$-.2, BP518-3, BP?V4, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28L2, LSSJ?BRZ, LSSJ210LZ, LSSJ210RZ Field. Adju§table Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8�16, NCA2x10-16; NGA2x12-16 Bridging 2 DGBF.aeries hangers Te .flan a hangers available in wielths ranging from 3-ri18" to7- p g 4 CNW318, CNW1t2: CNW5/8, CNW314, CNW5/$-1/2, CNW3/4-5/B Coupler Nuts 25 LSSR1.81; LSSR2:1, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SiopeablelSkev,able Hanger 27 RCW012, RCW614 Wall Bracing 118"and heights ranging from 9-174"to 24". 5 CTUD55, CTUD65, CTUD66: CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97; Coupling Take -Up Device 26 LTP4, LTP5 Tii4 Plates 2$ RPS16, RPS22 RPS28 Repair Plate Strap 3 DGF series hangars Top flahge hangers available in widths ranging from 1-112' to 3- CTUD88, CTUD89 27 ML23Z, ML24Z, ML282, ML28Z; ML210Z Angles 29 RSP4 Sled to Plate Connector 5f8"and heights ranging from 7-114"to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB RoafTie-Down 30 SP1, SP2, SPd; SP6, SP8 Stud Plate Tie 4 DGHF series hangars Top flange hangers available in widths ranging from 1-3/4" to 3- 7 RTUD3, RTU036, RTUD4, RTUD46, RTUD5, RTUDB,. RTUD7, ftTUDB Ratcteting Take-Up:Device 29 MMHC Hinged Roof Connector 61 SPH4, SPH6, SPH$ Heavy Stud Plate Tie S/S"and heights ranging from 9-1/4" to 24". 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26-2; MMLU28, MMLU28-2, MMLU216, MMLUI?11, MMLUI39, MMLUl311 Face -Haunt Hangers. 32 SS3 5, SS2.5, SS3, SS4,5 Stud Shoe 5 EG5, EG7, EGO series hangers Top flange hangars evadable. in widths ranging from 5-1/4" to 8- 9 TUW6t3 Take Up Washer 31 RE3C; RBCP Roof Boundary Clips 33 ST9, 5Tt2, ST16 ST22, 5T292, ST2122, 5T2115.. ST2215, STt3215, ST6224, ST6236 Straight Straps 716"and heights ranging from 11" to 32-1l2". 10 UR53 318".Uplift Rod Run Tiadown System 32 RST-3 Roof Tie -Down 34 T620, TB27, T63Q T636,. TB42, TB48; T654 TH56; T860 Tension Bridging fi EGQ series hangers Top flange hangars available imwdths ranging from 3-518"'to 7- 11 URS4 112' Uplift Rod Run Tledo+rm System 33 RTC22Z, RTC42, RTG2Z, RTC44 Rigid Tie Connectors 35 TWBtO, TW612 TWB14 Wall Bracing 114"and heights ranging from 11-1l4+'to 32^. 12 URSS 518" Uplift Rod Run Tiedawrr System 34 STC, STCT, DTG. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLSSeries hangers Saddle hangers available in widths ranging from 3-114"tc 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 TJG37, TJC57 Truss Jack Clips 37 WB106, WB100C, WB126, WB126C, W6143C Wall Bracing and heights ranging from 8112" to 28". 36 Z2, Z4, Z44 Penal Stiffener Clips 8 GLN series hangers Top flange hangers available in widths ranging from 3-1/47to 7- 178":and heights ranging from 11" to3T. FLfF1D441-R6 FL#fD531-Rt3 g H6 series hangers Top flange hangers available in widths ranging from T-911f1" tv 7- FL#1 tY397-R6 112"arid heights ranging from 8" to 30", Sea # Product Modal. Num bar br'-'Name Product Description Sad # Product MdileL Number or Name Product Descttntion 10 HGLS series hangers Saddlehangersavailable In jlidths ranging from 5-1t4"tor 8-718" 1 QTT2 Hold-down Sag # product -Model Num bar arName Product Description 1 CBH2:37x5;5, CBH2 37x1'63, CBH2.37x9.75 Concealed hangers and heights ranging from 10-112" (0 28". 2 HDC1014, HDC10122 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHCTF series hangers Face -mount (DU, DHU) and top -flange (DUCTF) hangers 11 HGLT series hangers Top flange hangars available in widths ranging from 3-114" to 8- 3 HD©$, HH0011, HHDQi 4 Hold-down 2 QSC2R-SDS3, DSC2LSQS3, DSC5R-SDS3, bSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-9l16" to 39116" and heights 718".and heights ranging from 7-1/2'to 32". 4 HDU2, HDU4; HDU5; HDUB; HDU11; HDU14 Hold-down 3- GBC Gable -Brace Connector ranging from 9-1/8" to23-15i16". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SIDS; HGU5:25-SDS; HGU5.50-SOS, HGU5.62•SDS, HGU7.00-SOS, HGU7.25- Face -mount hangers 1:16"and heights ranging from 14" to 33". 6- LSTHD$, LSTHDBRJ Strap -style hold-down 5 FiHRC2-2, HHRC42, HHRC42-2; HHRC411.81,. HHRC44, HHRC5.25/3:25. HHRC5:3713.12, Heavy Hip to Ridge Connectors SAS; HGU9.00-50.5 'f3 HIT series hangers. Top flange hangers available in widths ranging from 2-5116" to 3- 7 MASH MASAP Foundation anchor strap. HHRC6t3 q HGUS series Mangers Face -mount hangers available in widths ranging from 1-5t8" to 7- 9/18"and heights ranging from 18" to 26". S MPAI32, MPAI44 Strap style purlin anchor 6 HRCi 81, HR032 Hip Ridge Connector 'v1B and heights ranging from 5 a116" to 12.71$", 14 HUCTF series hangers Tap flange joist hangers available in widths ranging from 3-118" to 9 PA18, PA23, PA28, PA3$; PA51, PA68 Strapstyle purlin anchor 7 LRU26, LRU28, LRU210; LRU212 Ballet Hanger 5 HHGU5.25-SDS HHGU5:50-.SDS, HHGUS 62•SDS, HHGt17.00•SDS, HHGU7.25-SDS, Face -mount hangers 3-9116"and heights ranging from5-378" to 13-118". 10 PRI1 B, PAI23; PAI28; PAI35 Strap -style purlin anchor 8 LSU26, LSSU28; LSSU210 Light:SlopeablelSkewable UHanger HHGU9,00-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from 1-9116"to 5- 11 STHD10, STHD1 DRJ Strap -style hold -doom 9 TBE4, TEES Truss Bearing Enhancer 6 HHUS26.2, HHUS28-2, HHU5210-2, HHUS46; HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 1t2"and heights ranging from3-7115"to 15". Concealed flange 12 STHg14, STHDI4RJ Strap -style hold-down 10 TG24; TC26; TG'28 TrussCtip HHU57.25710 version (HUCTF) availableforall models having width equal to or 11 THA29, THA213, THA218; THA218.2, THA222-2, THA413, THA418, THAG418„THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging f CD a) C_ Cn —Cu > MIA MU -DADE COUMT Ezw�� SECnCLN PGTEndmtrifthie, Par indusme% inc. 0 0- 1 1. - (3) 0 CL 0 L_ . NOTTM OF AC CEPT-4-NCE: ]EVII)ENCE SUBMITTED CC E. EYMIENCE SUB1111TED NOTICEIX,A EPTANC (3) D"ARTAdEN�TJDFLREGUI,ATORYA"EitOL740MCRESOUR M�RM) Ukw� Flm�;33175-2474 -BQiRD A-IM C4=7, "AMMIr"TIDN 1 DIVMDN T(736)31-5_1%0 YCh - Dq315-2_599 N OTICE OF ACCEPTANCE: EVMENCE 15UBMffM (D CD 0 Cn NI'OTICE 0F.ICCEPTAINCE(NOA) 1. Evidence- submitted un d or prermusNOA D. QUALIT17 ASSURANCE -CU U) A. DRAWINGS B. TESTS (continued) L Miami D2drDepartmentufRegalatoty and B=oroic Ra�odires XM)_ -0 1- Mamifxtur&s-diediawingsandwdiom. 5� Test repat an 1) Air Imfiltratim Test, per FBC, TAS 202-94 - 0 0 North Veakt, FL 342755 (Submi#ed unifer NOA 2Y& 11-010Z #4) 2) Uniftm, StalicAirPmsmire Test, per FBC, TAS 202-94 1. MATERIAL CERTIFICATIONS U_ scon'. 2- Dravving lqo�� MD-5570.0, titled -Vmyl ShdlqgGlass Dow NOAaW', dwets; 1 3) Water -Resistance Tmf, per FBC. TAS 202-94. L Notio-,afAccepta=No,1541-;29.14immd,toV-si=E&nLsionL7mited fbf-their = .0 0 MusNOAla-bem =ued ans 9 pjodff 1he�app&icdblerqlesandfiegu1 govemnig -use. ejcm, im through 21 of 21, prepared by manufwturer, dated 10)0915, with wvision A dated 4) LOW Mkz� hW2dTest per FBC, TAS 201-94 -White RjgW PVC Exteidor Extrusions forWindews and Dre% dated 08/1145, _0 0 > 0 E dncu=mtaft==bmAb�dhas beeure� and accepted byNhnu-D&& CmUAYRER -Product Contra Sectionto 04/05/17, signed and sealed by A- Lynn Mikr� PX. 5) Cycrw Wind Presme Loadingper FBC, TAS 203-94 0930Y19 Cn (1) be usedm­MmiDade County and o4warm wheire allowed byihe-Aukmit_tHw6ng 1witSetim (AHJ� 6) FMCP-d Enfty TfSt, per FBC, TAS 2-02-94 2. Notice of AccqAanceNo. 164920.03 is:sued, to Visin Fmiusion Linifted fortheir"'N'E uafYPMdW C;Mtrol Secim B. TEST.$ along "Vith Mad2e&UPdaWjAg jh�fiondiagiafn& Vinyl Sfoing &SS doof� prp2red 1000 Tan 202 and hghter Shades (Non-Mlhiti) Rod PVC Extedor Exum,�dons f r U) < (In Mum Dade County).azAb r,&e AW (in armsoiher ffim Mum D-a&- Commy) res erve th e righ t to haLve th is L Tt%t report pa'l) Unit= Static Air Presswe Test, TAS 202-04 perFBC Inc, Test Report No- FTL by Fenestration Test* L*- W-"., dated I LW!15, signed and Wiladows and Doars7% dated 1-108116, ex-piring, on, 121279j21- acce ted LUge Missile Impact Test pei FBC._ TAS 201-04 seaW by Idalims Oftega, P, L(rest repwt wvised on 1.2AW1 5 and G2j1 1116) 3- Notice of Accqtance MY- 1"5 nision Lianted for theff -528 15 issa� toVision Ba i J'e dify r. ' Cyclic W. ind Pressbte Loading Pff FBC. TAS 203-94 6- TW�reperton 1) Air Infiltration Test, pefFBC, TAS 202-94 "Bmwu Coated (Painted or Laminated) Whitt- Rigid, PVC Exterior Extrusions far sftpend ffit., use T'eserve§ thk right id. revoke, ihi, producA oir ziateiiil wAhin 11heir jurisdiefien. REA drawings and insWlation ��hi of-viwfi didiotgb%�s do(r _. p 2) Utiffibma Stafic Air essm Test, pff F.BC, S 202 -Pf _TA -94 'Windows and Doois'dated 08113115� oqYiring on 0-030.49- ifiBLdeter�edbyM4ni-Dade CountyProdwt CbrAro[Section that fids pwduct or material fails to meet ffie applimblebuMagcode. by Fenestration TestM 14b, Inc,= Tmt Rrport-No FTL $717, dated I It 7115, signed and 3) WaterResistame Test, per FBC, TAS 202-94- 4. Notice of Acceptance No- 1"712.02 ismied to ENEK1GI Fmcstation Solutions U&4, -hife) TliisprodwtisaMme-aas,&=il)edbxiei,nandlta-s beeadesignedto =mplywilh1heflorida Buildin&Gade, seated by Idahnis Qitega, R E, (fest mpW mise� -011 02A 54 -16 4) LaTe Nfissile Impact Test pe.,T-FBC,'I]AS �201-94 Inc for thek"TAN 3040 a nd Lighter Shades (Non-U -Rigid Exterior VC � L _fi�djng &P High Vej0*LHj=jMW_7 2, Test report� 1) Air Infiltra, im Test� per MC � TAS 202-94 on 5) Cyck-Wind Frmw Loadirtgper TBC, TU "3-94 xtmilans1or V11indows and D4ors" dated.09115116 Winag on 0104(21- now (WWwved)whm_9*& 1&;0"wn',ers-L_Vj. 2) Vinfom StaficAir Pimm 'Iest- per FBC JAS gong Vnffi=UkBd -UP dravmp and installation diagram. of vmyl shdmg g1m door pnwed -R 5- Notice ofAcceptance No- 16-0712.&1 issued to ENE -GIFmn1mtionSbhAionsU,9A� 4"ROVAL CUNE.N7r. DO Diawing No-MD-5570.0, RevB, litled -Vinyl Sliftg Glus DcorNOA(LW, ae& 3) water Resistance Test, per FBC, T_A.S -n2-94- 7TL gr by FmAration Tesfing Lab, I=_ Test Report No- IE _,5t dated 12Uq5, sign� and Inc- for their "Arenze and Loter Shades of C ap Coated Rigid FVC lExterior 1 thmu& 21,af2 1, ptqmedb DAM 5 and lastleVised an 0210 IP_l� signed and sealed by. ywalmhetuxer, dated I 4) LaW Missile-Jinpid Tot per FBC,,TAS,201-94, sealed by Idaltuts. Ortega, P,E, (Iiest report mmad on 0245=6) ]Emu -&*us for)N%dows -and Do%-.s" dated,0911511& cWidag on 04,11:&20- A.LymMi1iff, P_E_ beazingtheMkmi-DadeCountyProaLwt-Conta Fte�isionsizmpwiththe Notice of �5) CychcNind Pnssnte L6adh4ptr Fli,Cz TAS 203-04 �202-N 7. Testreporton 1)Unifo=StatkAir:Pfess=TeA-pefFBC,TAS2D2-94 Notice of Acceptiace No- 1"712.03 k,;wd to ENERGI Fmcstration SohAkws USA, -white 'Extrusions Acceptaacemsxdber;�� oTifationdateby the Kmmi-Da& Canzaty Pm&xt Cm&�A , &-eftn- 0) Farced Entry Tea, peffBC, W, Large 1&s&JnVact Test per-FBC, T-A*S.201-94 Inc. for th& Rigid PVC Exterior for Windows; and Doors- dated z IMBSnElWACT RATING!, LaTp-oad SmallNks& Impact Redsmat along withntzJwd-up drawings -aid instalktion diagrain ofyinyl gkhhg�gtm dom; pepared 3) Cyclie-W-ind Prmw Loadingper, FBC, TAS 203-94 0&10117, mTift ongn&18. .5 bYF=eWatUM Joing Lab, Int, Tat ReportNo;FTL dated IL11MI , SiPW and. along with maiked-updrawings and ins;tallation diagrara of%igy.1 sliding glass door, pqnred 7. Ttnst, rqorts No(s). 1 0-M-792(A), 10-06-MO52 7, 535,753-09, pmASTME-94, I See table I (sheet2) and table 2 (zhmt�?) I fcwaVjAicab1eSGD unit SUM designpiesmes, minforcernmis d '01*4 O,ao d 02 Ill-016) wAtedbyld;ahnisO-rtega,'P-F-.-.(IearepWnvm On, by Fewshation 1esting Labt Inc. V Tiest Rrpoft No.. Fn 6639 (sanTles A-1 thiuA�22), dated ASTND 1929 amd ASMVM-63 5 issued by EXOVA to Vision atrus-ion for celhilosic glaisst3wff, sillriftr(see tables B-1 &,B-1,-sheets 7-9)wd,awl"laycut sheetareqaireaeafs in 11 9= 16- 3, Teg report on- 1) Air Infiltration. Test. F13C -Per TAS 202-914 1 11119110, signed and sealed byJ&ge A- Canso, P_ _E_ (SubmhYAd.U?tdff1V0_4A1&- 11- composite, material 2' Rigid White. PVC.-Tan(Nba-white) Rigid.FVC.aWBmvmcoate&(Paijftdor,laminatd)Vdlise Fjgi4PVC to be Unifom Static Air Piessum Test WYBC,, TAS 202-04 0107 0-4) (SubmhYed under A10_4ATo. 11-0107 041 z 3),WaberRes�, Test, per FBC. TAS 202�94 8 Tegreporton 1) Air InEiltrationTest, per FBC" TkS'2W,2-94 8_ Notice ofAcceptance'No- 1"91611 imied to Kura- ay heir Awe& a�* Inc. for t I Egress operable dociii must czwoy with mm clear wift or height perFBC feqaffememl, as applitable. 4) Large YjksiL-In#act Ted per 2) Unifom Static Air Ptessure Test, per FBC, TAS 202-94 --StqitryG1as(9­(C1ear and White) Interlayer', eq)fi* on 07�04/18. 4. Pocket -walls andeir sepazzte appwvat to be reviewedbyBuilding official ;5)C &.'%Fmd Presswr Loading per TA'S 203-94 YC 3) Water Resistance Test per FBC, TAS 202-94 .9. Notke ofAcMtance_ No. 16-1117,01 is�sucd. to Kumay.America- Inc- fm t2tek L_kBHJNG1wEzchU9_d sW ben a orlqM coy, some andseriesaad 4) Forced Entiy Test� M FBC, TAS: 202-94 4) Imr Nfissile Impact Test per-FBC, TAS 201-94 'Trasffelg- Ultraclear. Clear andColor PT*B Interlwyerf expking on OT0.8119. along with =LAW drawnigs and mAallahoa diagram, of'Virtyl s4dft &s& dm�p"aiid 5) Cyclic, VLruld Pressure Loadingper-FBC, TAS 203,-94 W Rvikw. _AL of thi� NOA *a be emsidixed after a renewal aWlicatim has beenfiled and there has bemno by Fenestratioti Tf sting L2b, IEW-,Test Report No- FTL 9547. dated 12A4115, qpmd and 6) Fomed Entry Test. m FBC1 TASL 202-94 IF. STATEMENTS change inil, e r applicAgebuil& �gc a_&:negafively a ffWt iTIS thA PW TOMMMe 0 fthiS Fn 4H t seakid by Idalmis Ortega, P_ E_(Test -report mioe& an 02�15116) along-withmaimd-W dr2witm- and installation d ofvmyl Ming ghtss doorpepared L Statement lwff ofCoffenzInce. with FBC--_5*Edition (2014) and FBC-60iEdition 11;�, ULTI QN. c f fti NOAwiV occur after the exp0ratim date or if tmne haabeen a reVISM,or-chowin the 4. Test tqW on., 1) Air-hBintion Telst per FOC� TAS 202-94 b , I* �fhc Test.Report No--FTL 6337 (sam;ft A-1 ftu A-5), dated 'y rentrOntion Testing ted ed (20171 issucdby manufactimer, da 09(14/17; sign & sealed by, L MAIff, PF_ y= mamtfi�oithe pmdodar process, Misuse oftis NQAL 2'§ an eadoumftnt af=T prodad, Tki 2) Vnifotin Static Air-Ptesmire FBQ TAS 201 -94 12t6/16, 54PM and sealed by Jorge A_ C-4tw, P. 1E. (Submifted under A10A Ne. Il- 2- Sta Ent letter bfno:finmda1 interest, dated 04A &11- iss� by manufhcturer, signed 3) Water Rmistance Test, per FBC, TAS 202-94 sm1ed.by Lym Milim ?Y_ mctim-oftLisNOA"ber=wf&*mination�=drtnmG,%,alafNOA- 4) LaW Ms!&, Impd Ted pff.FBC, TA5, 701-94 3- Lettu. of Lab comphanm put of the. above test reports. -dPressme.Lda,diugpqFBC.TAS203-94 5) C.Ytk VJZ C. CALICILTiLATIaNS gpedtyIshaqC1=,daP_E 4. R.'ER. Test Propc". No- 17-0397, dated 05M5117 sig dat-� ' bedispiayedinadvartisinglitmtme- Ifatry-por1ionoftheNOA" displayed, thea it shall be ex �ftw Fn per FBC., TAS '02-94 6) Forced Entry Test, 2 1 - Anchor verific-ation cakuhtkms and struct=1 mdy=, complying wit h FBC-2014, doze in its entirety. along with to atioed-up dra wings and install at, ion diagram. of VmA Aiding &u dom p" ared pup I ned by PGT.- dated 11094 5204 Iasi xvised on 0111-5/16, siped and sealed by Q OTHER IN-,SPEMO,N-:Accpy,afthiseatizeNOAsWb rovi&dto the-userby1hematmifacknerorls: diiftibutm and -P by Fenesftahm Trsl� Lab, Inc- � TW No- iTL 8W_. dated 12M4115, signed and Rqx* ArithanyI-Miller,'RE, (Subffdffedztwdor.N0.4N*. 1, Notice ofAcceptance No. 15-12lk0l, issued to.PGT-Industries. for their gem C14 i�all.be available Ewrinspectica atthejob site at-1hek&qumtibf�thelhiddingof$ciaL se" byIdabiiisOtega, P. E_ (7e:st:rqXd fev onDliftl,6 and 0M.—Itl 6)�_ 2� Glazing complies witb ASTME-1300-09- -557-012770" Vmlyt S11diag GlawDooi �Reinlorced) -I, WL% aqYffmg on 04114t2L. C=) ThisNOA revises &renm N-00Ail'OL", U29.0-4 and cnnsizftof &ispage I m3devidew--pa,6esE-1,E-2�E-3�F,4- 00 Q E-5 & E-6 as well as approval document w&nfin*dab*ve. 1he- m*%ni4ed documen-btkm was mie-wed by Isba411 Chanda, P:E-. 1dkiq*1 Isho q I'Mandm, FX. UkaqL Clam&, PX. T! CL Product iQoubvl r4t, su, Product Controf Unit So C &001 7U-tit Ski NOA No" 2114�766,03 NMik No. 21A 2 05M (j ExInfation lhte, 'April 14,'2 016 ApritI4,1414 ApprovAl-bm-a- marck, zj�, 20-21 11tte..'Alarck is, -14:21 Approva I Date: Alarch 1�5, 2021 j; Pagel- E4 E �2: CL'a rk J, 0 0 d cis L) 1.20 PGThAnuiesju�. CGI Wmdmyws� and D oars, hw- PG, T Indmtries, Inc. NOTICE: 0YACCEPT-AXCE. E, VIDENCESUBIRYTED NOTICE OF ACX"TAKL: ENIDENICE'SUBMIT TED NOTICE OFACCtPTANTCE.. E%MVqC]E 1 Evidence Submitt6d under pm, ims:submittal E. ILATERL4,L C- IERTMCAXIOTNTS (continue) 3. New Eyidence Submitted 5. Quanex Part Suw Spacer Standard complying with A,:SIMC5 18 Thermal Coiductivity A. DRAWINGS 0_8&1 BTU_W, br__ft;_-F, _ASIM F WM-Pass;r A§TM D5985-'Oxygpm-F�m, ASTM -E A. DRAwINGs 1. Drawing No- MD-55,70.0 Rev B, titled -7my) Shdmg Gkm Dom NOA W', sh"s 21901 G_ Dumbility-No F10g­PaSS_ (&ubmfi*d rinderprevioms AT0_4 Ara4S4409.95) 1. Drawing No- Rev B, fitted 'Vinyl Shding.G I lass DoorNOA aW, sheds I I dffeto 21 d 21 pnqmrd by manufacturm dated 10)05115 and last revised on �Affl-5570.0 througth 21 of2l, prepared by manufactwer, dated 1.005A5 =d Iasi revised on OV01al- JD4=0, Ap3d Beated bYL A_ LYM Miller, PX_ 6. Quanex Part Dura ayupymg with ASTM C518 Tbmal Conductivity M BTIT-W signed and sealed by A- Lynn Miller, Pl.. hi�-W-01`_ ASTM IF 1249 WVIR-Plss. ASD4 D '1434 Argon. Pennemi,,Pask AS-IM E Ndtv- This rmi win -consists aplatement of same existing, installation scww withl lat head- B. TESTS 218-0 LG Dumbilfl�No Fo& ASIM E 546 Dew Not Development -20-F in 48 his- 1. Test reports ow 1) AirInfiltratiALTW, per FBC_ TAS 2102-94 (Suhnifted andeT2V'O-,4 No. 15-0409.05). 2) Undbrui Static Air Pmw= Test, Loadiggper FBC, TAS 202-94 7- Vmm Exunsions, Ltd - Parts t omplying with PVC AAMA 303 -13 Vdkintasy- Specific�fiou B. TESTS . 3), Water Resistance Test, per FBQ, TAS 2&2-94 for Rigid P61yvinyl chloridt,� (FVQ Extexim Proffi%farVision y I., None- 4) L&W MissAe Impact Test per FBC, TAS 201-94 AAMA FenestrationExWwProfile CCrftfiC2tWnPWgF2M_ fSubinjaed anderN04 No 15 C. C.ALCULATION.S 5) Cyclic Wind Rrmm Loading-pff FBC, TAS 203-N I_ N one- along w# ma&A-Wdrawit* and of all P1GT Eadustries. Inc 8- V" afrusions, Ltd. PzU complying with PVC-AAK4L, 30343. Z= yin rqntsentahve wift.hsted below and tested: I to qualifyDowsil 791 azdDowsil 99 - 3 silicolles, ( Wwiffed under NO.4 No.15-6409. 05) 'for D. QT Al= pupared IY_V Fmcstration Tesiting LaboratoM Inc-, Test RqxnU No-: yl Chk�ride (FVC) E 9- PVC-AAMA 303-1.3, Vokmtzy Spedfication Rigid- Polyvm xftrior _kSS1TR&NCE C_ YTL-7897, PGT P%FS520 PVC Fmed Wmdow (unit 6 in paposail), dated,09103114 Profiles for Vmon. Extrustons� Ltd -VEX-1 by AAMA Fenegtration Exteriff Profile 1. Wgmi -Dade Dqmbnmt,6tRMubtory, andE6onomic k6m=m Cn FTL-20-2107.1., PGT SGD790Ah;mimJunS1idjng Glags Door (unit 7 in "osal) ITL-20- 1107.2, PGT CA-740 Akm_ OutsuringCagemmt Win I idGw (unit 9 m proposal) ITL-20- 10. Notice of Acceptance No- 18-1217.1-4 issued to FAwrgi Fenfs�� SohificA. USA, Inc- for E, ALATERIAL CERTI]FICATIONS. 2107.3, PGT PW7620A Ahuniumn Fumd Wind aw (unit 9 in. proposal) and YTL-20-2107.4, tlx�r -Tan 3040 & light shado (non-wW) White Rigid PVC Exterior EUmdons for I- NoticeofAomptaweAND. 19-0305.02issaed toKurara�y-America,, Inc. forth& > PGT PW7620A Ahmfmm F . ixed Window (unit 10 in propm4 dated 07f13120, A s4� Windows, and Doors7, expiring on 02^21 CK "Tr9subw I-TWadear, Clear, and,Colar P"V'B GbmhorbyeW, 07M4- P=9 `94 0 and sealed by Idabnis Ortega, _P1. 11- Notice of Acceptance No. 19-0122.02 issued to -Ezffp Fegestration, SohMan, LJSA� be, for 21- Not'w'eof-koceptmceNo.17-OSO&02.iwocdtdKw-A.rayAmerka.'Imr.fDr'dwir d1eir series -Ulute Rigid P1 C Emterioi ExtrusiDits, for Wmdous and Doors elFrinng,on "Sentr-yGlasO (Cleat anl�%Idk) GInsIntefla-mri" otpoW o_n07/04P23_ C. CALCULATIONS I Aw-bor FBC 701 02t2SP-1 3- Notim OfAcceptance'Ne - 18-1106.10 issued to Visim B xtrusidas-Limded for their.'srown veriffcgm cakLdatii aud Awctwl analysm.coap4qng with U . 1=, for 12- Notice of Acceptance No- 2,"203.02, iwied to�Eneqgi SdkjUon S& Coated (Painted, o�r Laminated) White RigM, PIN" Wrior Fxwwfms "C Em forWindo", Edition. (2020), dated 04/22.020, �prepated by mati�,iflactuEM, si� and sealed by th& 13ronze & tight cap c4wed WhiW ttid Pvc E mrier Extrusions for shade I and Doorf '. expJiiug on 09130P24' Antimy Lym Windows and Doors:", esphW on 0446PM, 4- Notice of Acceptance No- M-1106-11 issued to Vism Extrusions Lmited for tbtir sienes 2. GbZMg CoMplieS Wiffi I_MQ-U, �ff. -12 and -16. _NT 1000 Tan 2,02 L and fthter shade& 0%u-White) Rigid C AmUr PVC Exterior D. Q0, L, M- A S SIM A N C E. F. STAT]EIMENTS Emtrusions for Windows and Doon7_ eq&mg on 1129m. 0 M=A-Dade. Departmentof Rtgulatoiyand Eemomic Rmurces. MM� 1. Stattineiii letter of conforniaace 'to FBC 7* Edifwit (274)20), dated 04f22M, issued by manufachuer, sWied2nd seaW by Anthony Lynn Miller, P.E. F, STATEAMN-I'S E. 31ATERL-iL CERTIFICATIONS 2, Statement letterof no financial interest and -of independent, mued by manufactuver dated L StalenjEnt letter of Coftfo=Mce to 1FBC 76L ttfifion (A? vAwd by ZO), dated 02AD12l, i (D L Notice of Accepance No. IL"30-5.02 ismied toKurarav America, Inc. fortlidy 04/1 WGm, �,Igned,znd sealed by Antheny Lynn Ifillei; P_'E- manufacturm, signed and seated by -Andmy Lymn Milter� T.F_' U) "Trosffolt, IllUmclear. Clmr, and Color PVB Ghm Innrlayer�-, eVking.,on 3. Nivate Labeling Ageemient docummi betwem PGT- dated'03/30015 and *aed by all 2 Pnvate Labeling Agremneat dated Wk&21 between. � PGT Xdustrxr, hit. and CGI _inahedparfie& Vihmdows� aud Dom Inc_stgned by Dean M Rumt, PZ_ V2. Engineedog, on beW of IV Neticee of Acceptance No-17-080M issued to Kurara�y Ammica, Inc. fortb& "SentqGb4 -07/04123- < (Clear and White) Uass lnb"Yer�", expaing on G. OTHERS 3- Notice of Acetplancr- N'o. 18-110610 ismed to Vision Exhmtioms Lbn&ed for their L This NOA revisies NQ_A# 17�0419.06qVTw/CGI) and updates toFBC202740(7*Editien), G. OTHERS Srown Coated (Painte# or ]Laminated). White Rigid PVC,Emte�r Extrusions expiring 04aV21- I_ 1hi&NOA reTises & reuew,_s.N0A#2'0-042!9.05 (PLA.w�, MD.j WOM19 "14/M, for'Wmdowsaud Doersr.. 0993OZ24, 2- AER 7es4P10p052l&' q1 esoiring #114-11-5156ted:01/10P20 approved byhba _Chihda_P_E.. 2. ne, cuiient associated PLA CGI file*21-0205.01, expWng 04/14126_� 0 CU 4. Notice of Acceptanc�r_No. 19-116,6.11 issued� toVisionEktrumm Linafted fertheir 04114121- series "VE 1600 Tan, 202. and lighter shades (Non -Mice) RW Celular'pvc Extem.rExtrasionsfor Doore', 12,n-9t2-1. Uj hadows. and Wiring on (D ishaq 1 Chauda, PE. lakaq L C*9AA21 Fj_ Product cantrortik supmVieff Prodad Counral Unit Superriwv z Fvoduct Control Uzit SupaTiwr NOA Na. 21-0205.03 NTOA lNe, 21-02VS-03- WO-It NO. Z14 20-5.93 Expira tiom D'Atei ApAl 14,2016: j. , r - April 14 E4,irafiox Dati� E3*ra*6mDiio - Agwit 14,201#6 h'is, 20al Approvai Da4re. mzrrh zs� mr.1 ApproT*JDiiv-'AEwm1v2_--, 1.621 E -S E -4 SHEET NO. PA 1.3 W - �E= INLIJALA / - /111LIEC — i\c TILLIT TESTING & ENGINEERING COMPANY - Pgorwc I L%��L 2 2.2. TEST REPOL"T : Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads WATYRR A- TILLM M, F.F. ___ ___ . "I'll, �61_,C�01_ FLF. . 1. I TL C� U­Wll. 0006719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports# 96-569 dated OWO911996,06-670 dated 0911811996, PRODUCT EYALUATION REPORT #96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611098 and # 2126 dated 10/0511 998 witnessed by Gilbert Diamond, P.E. and Report No. REPORT NO.: 20-0728.01 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattern, P.E. DATE: July 28, 2020 Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009, PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. ST .IJICTURAL ENGINEERING CALCULATIONS: � � On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with MANUFACTURER: Global Protection Products LLC, section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc,, 4800 S.W. 51 Street Davie, Florida33314 dated 11103108 and 03112115. signed and sealed by Walter A. Tillit, Jr., P.E. 1. PURPOSE OF EVALUAMCIN, This is a Product Evaluation Report Issued by WalterA. Tillit, Jr., P.E. (System 3,, MISSILE IMPACT RESI&TANCE, Large missile Impact under section 1626 of the Florida Building Code, as per ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61 G2'0-3, Method I D of the Florida Department of Business and Professional Regulation. 1 4. W1 D LOAD($ RESMTAN-GE- 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall bees Indicated on sheets 8,10, 14, 15, been verified for compliance in accordance with the 2020 Seventh Edition of the 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. Florida Building Code, and to verify that the product Is for the purpose, intended 20-176. Maximum Anchor Spacing shall be as Indicaled on sheets 8, 9, 1 0, I 1, at least equivalent to that required by the Code. 14,15,17,18,19, 20 25 and 26 of26, ofProduct Evaluation Document (P.E.D.), drawing No. 20-176. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 5. INSTALLATION - Installation shall be performed strictly in accordance with details indicated on 2. EVIDENCE SUBMITTED. sheets3thru 7, 10thru2D, 23, 24and 26026, OfProduct Evaluation Document 2.1. PRODUCT EVALUATION QC41ililil."- (P.E.D.), drawing No. 20-i76, Minimum separation to glass shall be as Drawing No. 20-176, titled "20 GA43E GALVANIZED STEEL STORM PANEL", indicated on sheets$, 14,16, 26 and 26of26, ofProduct Evaluation Document (P.E.D.), drawing No. 20-176. sheets 1 thru 26 of 26 prepared by'rilteco, Inc.; signed and sealed by Walter A- Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part o INS Al 11,111 k0i ft", Evaluation Report, A. k elAlk "jI,01111116140", .,,, ,e� � k T14zl,e", .,,. . AAV_., . �- ,,,, W I ........... I— - .. ` \�CEAI ", . . ;�� , - - . �. . , - I I . " ,/ - '1� 1�� : - . _P�� _-,',�\tE �- - :P'�- - , No, , . �- . ". ' I ��-�)�_ . I - ��a_ 167 '.. % __ - 11 - __ . . k 44167 -, - - . Z_ I -, * � *: . i * . - , = '. - -? -� .. S ,,p :: 7 , �,� , * � ­_;. . Z � 'P.. � ­ C-ft'- I T ­ % - O' A ... ,,QZ-., . .. �, .. . . . - . - 1- : r�, - 40P.111 l,' . , - ,-�,, OF 3L 4C,:, STXFE .,.Qz _ . . � �� - 49 -. -,,; - P ", 1*, 01� .. - - , !;, , . ZORI , 0, ,$ �;, '­ �C�) , .... . 6355 N.W. 36th Street, Suite 305, Miarni, Florida 33166 - Phone: (305) 871-1530 I S & , - ­.- , - 1*;,RU � . , .. ......., q� '1,�,,,810,N­A'L­ ��%, ... . wiH. 1, 1% X I iIJ1II1I1ktII'kL !I I I—- QMERAL H=: B-3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCCO OR WOW SOARDS BE FOUND ON THE WE R011 20 GAGE OLWAM III= smmi-Baw DOSITING WALL. ANCHORS SHAI BE LONG ENOUGH TO REACH THE MAN STRUCTILM BMW SUCH PAMEL!L 1. STM PANEL 94OW14 ON THIS PRODUCT EVALLATION DOCUMENT (P,CD.) HAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN Ell). ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. (C) � __ . OESION WIND LOADS SHALL BE DETERMINED AS PER SECTION t620 OF THE ABOVE MENTIONED CODE - i 4'0 , AS MANUFACTURED BY 1,1,% SUILDIX. INC. FOR A WIND SPEED AS REOUM By THE JUF4SDCMN WHERE THESE SHUTTERS WILL BE INSTALLED AND - 114-10 PANELMATE FEMALE 0 AND PANSMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A ORECTIONALRY FACTOR Kd.0,83- USING ASCE 7-1 6 AND SHALL NOT EXCEED THE MAXIMUM (A4.0,) - 1/4-0 LAG SCREWS PER 144�S. DES" PRESSURE RATINGS WIXONTED ON SHEETS 7 THRU 12, 14. 15. 16. 19 & 2D, - 7/16'# � 5/8* VOW BUSHM AS DISTRIBUTED By ALL POW SCREW. BOLT & SPECIALTY COL IN ORDER TO VERIFY THE AWYE CONDITION. ULTIMATE DES" WIND LOADS DErESIMINED PER ASCE 7-16 C. I) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I I/V AND 2- FOR VXO PANELMATE PLUS SHALL BE FIRST REDUCED TO A,S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0A IN ORDER TO AND PANaMALE FEMALE 0. COMPARE T14M W/ MAX (KS.D) DESIGN PRESSURE PATOM NOICATED ON SHEETS 7 THRU 12. 14. 15, 16, 19 A, 20. VI ORDER TO VERIFY THAT ANCHORS ON T14S RE D AS TESTED WERE NOT OVER STRESSED. A 339 INCREASE IN ALLOWABLE C.2) MINIMUM THREADED PENETRATION OF LAG SCREW IWO THE WOOD FRAME UNR SHALL BE 1 1/2- NO THREADED STRESS FOR WIND WADS WAS NM USED IN TRM'ANALYSM� TASTEHERS SPACING TO W(XM RAS BEEN DETERMINED IN PENETRATION IWO STUCCO, SHALL BE CONSIb&ZD AS PART OF THE RMUMV nOLEADED PENETRATION. ACCORDANCE WITH N.D.S. 201a, C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOW SKILL BE AS INDICATED IN THUS DRAWING STORM PANEL'S ADEQUACY FOR IMPACT AND WIND REVMA14CE PAS BUN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or THE ABOVE MENTIONED CODE As PER HURRICANE ENGINEERING & TESTING INC. REPORTS S&-W9. 96--570 & 96-T30 AND C.4) MINIMUM PEIRETRATION OF WOOD BUSHM SHALL BE 5/3-. f/4� 0-20 SCREWS USED SHALL BE 1 1/2- LONG M"MUM FENESTRATION TESTING LAS. INC., REPORTS J2032 & II2126 . AS PROTOCOLS TAS-201. TAS-202 AND TAS-203, SHOULD STUCCO DUST. AND I" MINIMUM FOR WALLS WITH NO STUCCO. AS WELL AS AMERICAN TEST LAS Of SOUTH FLORIDA REPORT #0219ZI -09, AS PER TAS 201, TAB 2012 AND TAS 203 STANDARDS. C.5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS BE FOUND ON THE DUSIING 2. ALL ALUMINUM EXTRUSIONS T ,O K 6083-TO ALLOY AND TEUPEFL (UNLESS OTHERWISE NOTED), SEE SHEET 2. WALL. ANCHOn SHALL BE LONG CROUCH TO REACH THE MAIN kFAGMIRE MIND SUCH PANEI& ANCHORAGE S�MLL BE AS MENI)MED IN CA), C2) & CA) 1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL RAVE 3105-1,114 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIflCATIONS OF THE ANCHOR'S MANUFACTUAiRt. 4. ALL STM SHEET METAL PANELS SHALL HAVE STRUCTURAL OULAUTY STEEL AMU k-03 MADE 5D MeeMUM. G-60 GALVANIZED STEEL OESSNANION W/Fy- 58.5 k.i (AFTER ROLLED). S. PANELS MAY ALSO BE INSTALLED HORZONtAUY FOLLOWING 94STKJLATION DETAILS SH� Ott SECTON 3 THROUGH 10 (SHEETS 4 THROUGH 6) EXCEPT THAT HEADERS 0 A, (D SHA.L NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 318 AM SERIES OR OCIRROSX)N RESISTANT COATED CARBON SITEL AS PER DIN 5001a W 0. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VID-IFY THE SOUNDNESS OF THE STRILCTURE WHERE SHUTTER IS TO BE W YIELD STREN*TH AND 90 k*i TENSILE STREN07H & SHALL COMPLY W/ FLORIDA BUILDM4 CODE 1�350 ATTACHED TO INSURE PROPER ANCHORAGE T141S SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SFCTKIN 24 ZA. BUILDINGS, & BOLTS TO BE ASTM A�307 OALVANIZED STEEL OR AISI 304 SERIES STAINLESS MEL, VON 30 k1i MINIMUM YIELD STRENGTH. ttL EACH REGULAR STORM PAWL WITH LENGTHS OVER W-8 THROUGH 12'-4'. AS PER SECTIONS 6. fL 9 & 10 AND ALTERNATIVES 8W, 7, ANCHORS TO WALL. SHAILL RE AS FOLLOWS, SW & I OW ON SHEETS 3. 6 & 12 RESPECINMILY.' SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING WSTRUCTING OWNER OR TENANT TO SECURE PANELS WITH APPL"UE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. (A) T(L_01Mk­9Z8QXS&RGKT1 11, THE INSTALLATION CONTRACTOR IS TO SEAI./CMJLX ALL SHUTTER COMPONENT CGES Wft'H REMAN IN CONTINUOUS COq,rACT WITH TAPCON ANCHORS AS MANUFACTURED BY LTW BUILDEX. INC_ (44�, r-3192 p...Q THE BUILDING TO PREVENT WNDIFWN INTRUSION. - 11/4-0 /4' 0 x 1/8" C"-IN NWJiORS. AS MANUFACTURED BY DEWALT INC. (MIN, f`c-3000 p,�L) - 1/4-0 SOUD-SIE7 ANCHORS. AS DIS"UTED BY ALL POINT SCREW. SOLT & SPECIALTY CO. 12. STORM PANEL INSTALLATION SKILL COMPLY WITH SPECS INDICATED IN THIS DRAWINC PLUS ANY BUILDING AND ZONING REGULATIONS %3/4* (W.. .3000 P­ L) PROVIDED BY THE JURISDKMON WHERE PERMIT IS APPLIED TO, - J$4-10 PANELMAXE FEMALE 0 & PANELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONSTRIJCTION PRODUCTS 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P,E-0.) PREPARED EW THIS ENGINEER IS GENERIC AND OM NOT PROVIDE INFORMATION (MIN. V-3350 P.�Q FOR A SITE SPECIFIC PROJECT: I.*. WHERE THE SITE CONDITIONS DITWATE FROM THE PXJO� - 1/4-0 CIF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-EAST CORPORATION (f'-3606 ,.A.) A.1) MI M EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHIM, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION 94CLUOWG LIFE SAFETY OF THIS PRODUCT NMU L BE 1 3/4-, 2- FOR PMQEIMATE FEMALE BASED ON TAB PZD. MWIDED HE/SHE DOES NOT DEVIATE FROM THE CONOCTIOM DETAILED ON THIS DOCUMENT 10 AND PANEMALIE PLUS AND 1 $/4' FOR OF TAP-CRIP ANCHORS CONSITIUCTION &AFETY AT SITE IS THE CONTPACTOR'S RESPONSIBILITY. A.2) CALK -IN & SIDUD-SET ANCHORS SHALL BE EMBEDDED 7/8- 000 THE POURED CONCRETE, 140 EMBEDMENT INTO (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSA)ERM 4WAUD IF MWFIETL STUCCO SHALL BE PERMITTED- 1/4' 6-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM 940UW STUCCO EXIST, I NO I* MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS WIC WAD. (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHMECt WI,RtH WILL BECOME THE BUT WITH WING NUT$. ENGINEER OF RECORD (LOR.) FOR THE PROJECT A" WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P 'E.D� ENGINEER OF WORD. AaM AS A DELEGATED ENGINEER TO THE A. 3) IN CASE THAT PRECAST STONE. PRECAST CCN� PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE P-E.O. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOk ANCHORS SHALL BE LOW B40UGH TO REACH THE MAIN STRUCTURE BEHWD SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN Al) AND IN A.2)� (e) THIS P.E.0- SHALL WAR THE DATE AND ORIGINAL SEAL AND SICKATURE OF THE PROFESSIONAL ENGANEER OF RECORD THAT PREPARED IT. lm�ln rL_HUQQLN&L�� 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM (a) P I E=4V1: TAPCON ANCHORS AS WMJFACTURED BY h T. W, WILDEX, INC. PANEL SH IN ACCORDANCE WITH SECTION 1709." OF FLOFIOA BUILDING CODE CNIE LASEL - 1/4: I ?/S' CALK -A! ANCHORS. AS MANUFACTURED BY DeWALT INC, (MIN. f'I-1500 P&J.) SHALL SEUTUR FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF 71HE - 1/4*0 9 .111V SCUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SFECALrY CCL FLOMCA BUtL0IN0 CODE ZZ - NIN. I . o-1600 "j.) RA - -J. ONLY BE USED TO I it+-10 PANELIAA11 FEMALE 10 ANO PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTON r.: PRODUCTS (MIN. V-2071 p,.L) 'r."S IN THE STATE OF FLORIDA I %V. L"%V,,%o%0"III#IJh - 1/4" 0 CF TAP -MP ANCHORS. AS MANUFACTURED BY TRU­FAST CORPORATION I L,%% :�PA R. llzz N, . 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANEUtATES AND CF TAP-GRP ANCHOR, INIT) IKE -�,-"4,��.:-,-�.,;,;--...��,'-,-t - FLORIDA BUILDING CODE (Nigh Velocity N can* Zon - - -. BLOCK UNIT SHALL BE 1 1/4-. . .. ­ C 1� I .. ; � IkTum M 20 GAGE GALVAMZED STEEL STORM PMEL I F-y- 4:1 -* ': 6.2) CALK ­IN & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8* INTO THE CMN4GRETE BLOCK UMT. No, 4 167 I OFUN04 ft NO Dfflgwt� = ______ --- - a 3TOCCO 0 INTO STUCCO SHALL EIE PERMITTED. 1/4' ­20 SCREWS USED SHALL BE 1 112- LONG MINIMUM SHOU ' - GLOBAL PROTECTION PRODU OME, CTS, LLC. - EXIST. AND I* MINIMUM FOR WALLS WITH NO STUCCO. I -:�% STA OF <ZtI �_� /T ME-C —0... \ J _ * � &V. SI STAW S O." A R I . . . . . . , TIIJUT TESTING &X15M,wrta M'. � WME. FL 3MI. N'5e. _.-­-� 0 o - N ..- , --mt.t- -IWI*.-,. w)-ft-7w I- ("A)M_VM 20-176 . I - DAAAIM; ft A,;0/0� SPWVVMRW/auv -- CA­QW .L.M-1+ — I- , "t . . �71,lw "� I , . �Ijl M ___ --.-I i Niod M& JU 1,;­ ; , I I F]WIDUC LEY.A]LJ1JA1LQffA]E9QRT_NDLM_-Q72W 3 6. MATERIAL CHARACTERISDUAN[ Shall be strictly in accordance with General Notes and Components Indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. 7. LIMITATIONS AND CONDITIONS OF USE, 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet I of 26, as well as General Notes # I thru 4 and 1 1 thru 16, Indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by TIlteco, Inc, and signed and sealed by Walter A. Tifift, Jr., P.E. T2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shal I only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter & Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CX0000719), I�,,%I10IHHJJJ,,,4 �,,,,,O'I� A, T/4 41 % � �,,� .......... /, �,, �, ,,;�, � . ,�� , �,� ..`.�,\CENSe`-I:�1&, Z ..' .., It ,-----,) '�- " I r__1Z;__ j=5. .44167 . S - � _ _ '*E -7 ;,,- 3-*4-�_-, * - 7/aV��O-A-S�.,. STATE OF �" 3 .165.14, .- / / - - .,. Ic 11.� 0 1 . ,� .� 40RI . " -,,,. r,5�' 1. , 'I'll I'll /0� ...... 111,11111miloO VVAT)LL D;� TILTECO ADMON RECORDS I P. E. RFPORT-20 k GLOBAL PROTECTION PRODUCTS, LLC � 20 GAGE GALVANIZED 5TEEL STORM PANELt ORM 4 20,176 � REPORT # 20-0728.01 1 1 — /T1 L I ECO IhIL TILLIT TESTING G ENGINEERING COMPANY ___ 'ILLIT, J&, rx, tiliecoGgao),wai PRODUCT EVALUAII()N REPORT R,P,r IJ�N, 4461 YLC,A.Li­N­1306?19 REPORT NO.: 204727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCTNAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection ftaducts- I L 4800 S.W. 51 Street Davie, Florida 33314 1. PUB -POSE OF EVALUA11014: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 611G20-3, Method ID of the Florida Department of Business and Professional Regulation. This product Is being Issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, end to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in Case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. E!RODUCT EY.ALUA (P.E.D.): � Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL.", sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an integ*nt�116111509,11S Evaluation Report. ,� , � � . , , � �_5�. I.%. kzi I., ... , . , 'A , Sl'�� 1-` ��EN$ ".. - �, V - _\ �� . , , I , I-- Z . �� . .. r _�:=�=__�� I 1 �.167 " 7,,�-wi*� * * �: * 63155 N.W. 36th Street, Suite M5, Miarni, Florida 33166 - Phone: (305) 871- i'*,�4614Xbth' � ,OT- 1 531 CQMPONENTS- MR RE-QULAR & UEE SAFETY SI!28M PANELS (SCALE 1/2-I-) r--------",--- 15AW MTAL WID"----, -------IS.IW (TOTAL W1DTH)--­___1._, I i 12.500' (EFFECTIVE W0T4-------- � I I . 1 -7 i 61950'__ ; i m­­­­3 1/,­--------------, ; I -1 T'­ 1.*O �_I.3 O.-_ 400' i F___ i i �^� 1 1 , I IS n. , /,, -I, SOO"- �^, 0.03r UK 1W. i \1 1 `�, , 7"M I e - - � \ I - 1 , W � - - GALVANIZED STEEL - --- , I I 1, I .. O' #_ - - I \ AM A-M I , , I I /;� , , * 2, 1 GRAM so Avow , L4 IL`eW M m 114" . r I O&VAMED STEEL EDGE " , .05-1 I G-80 GAIV. TEDZP_� I ASTM X-653 - , , I , 1 2.0 W . GRAIDE so MIN"M DETAIL .L I TYP \ � � -� . � EDGE - �f 2k I "WO . XTIAL �J ' _iJ4EMMED TYIP. I V-50 OALV. - L A 48Z 1 ALL A >1 , ------- I:w ----- . L 48AF I � A I . I I , -1.3w _11--­­�_ T naffiUMU 0 END STORM PANEL ,,,�'vt Po�vw LP '__11_1',_� wl m�766F,- .,- � � _J M-obw _1 -_ 1 , - ±O.W I . I - , . �... ,_ T� ,,' HEMMEQ�",, " 7 ISOMETRIC YIEW WAIL A ROUNDED, CORNER 0 ENDS OF PAWL'S END UP W1 HDAMED EDGE, (N.T.S) * - 2"XZ*X1X AWMIMM ANOLE -W I ____._,_.___ '. . . I 21 .125* I/e�20, 1/4--20. ,125* , r ,750' �--30* 304 SERIES - I .1 2!r ,i� ­Ij, 99" .750', ' , f IT ;' " ; I TO N" 0 ". -1 I I I I I , TO AM :__', I---- ; I . 12 t/r O.C� 12 i/7' D.C. I I __ ! _� . . 2.000, 1. � -- IF No ; IF 11500, � SEE r ,._ SEE Am. ! ! , SEE 239* OVE ; DEIAL� I , .. , . . . DVAP I % L__ VVIAL I 26.11 11 i I __J I ,f __ I I_ ,125" 1 f � , � ; �f � �,_ -, - ___S' M"_.­---__­J -s,50O­--_I L, .I- @ *U* HEADER (�) - (4 ANGLE vaTH STUD @ MgLE WITH REVERSE STUD .��. .374" ". 374- ow - ,750' � -, , , . - , rPX am . : .--- � ! F-1 - --J.3 -1!8 -n ,-r .+ , . J . jul. J- L.310^ * iFil.vw. I L ; I' -_ " " - 4-IF R 1.407-1,&�' 17 . .?A"A � , r 1= " I �_. , —,, .E. _1­270" T . Ir lkosz' I - �093' W . --FLI ' . i - ta"'71"'Or ! � � � t-2-5ij I te? '. 1 1 = ---- � I---- ---I . I I �671' - +1 ,5I W1 � L__ - 1 J907 _T, Cip, I I )i vr� I ", ,�.�,. I I ��, , � I , - P � ."'r f i L �000` L i i_ — - I t - ", .M* L___J �I LX law* (�) KrL HOLE WMER im (�) "F" TRACK ANGLE (9 3ZS* ME! TUCK (2) FLAT PLATED OIOW I-) P.0.63.*- 0,010"N�% WITH STUD GALVANIZED SVICEL - - ----I -490*-0 0 '. I I �� '­'! j ed .... .... ,/ . ,Ik -�CFNsi%.r? % - I i�. . -, - - T-0 .8A.0 1 1 ., % _ - � - I , -1 --�. , : I T�_ I � .37 . : 7 � I � . == *'. * :* FLORIDA BUILDING CODE ifth Velac .0633 I I , % , .. 0 "I I � NICKEL -awt. Z .: e=K` MMIM bit, WIND NUT SI.. - 20 GAGE GALVANIZED STEEL STORM I .1 .1 r , , . (�� I= HOLE '-`,,.0�,*&.` .LO Il'.` - __ - _ . I REM 1"_- AT PAN * ­ GLOBAL PROTECTION PRODUCT! I __ I I I ___ Z_�_ �__� ..z ,I .IRMI I- 4= &W. 5 ALTIBOVITAW. USE WIND MIT WIDUT I TIUST TVFMQ & 10441MEERING COWANY 33314 MONOUTM OSHER W/ ACCITOML I M - !%.�.At � :-_­A=-_-!,L_-N­ PH01* (0404MI-7M& FAY. (0601011-0 I ,/Woo - -A, � ��_ I - ex-00WO =TIUS =W�- =- 0 t VU ZZ, 6174 . I - 1 0�17 rRODUCfEVALIXATIONRE-PORTNO. 20-072102 2 2a-TESTREPORM: Large missile impart load tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report# 0814.01-01 dated 03111102 witnessed by William R. Mehner, P. E., Boriz Moroz, P.E. and Henry Hattern , P. E. and Report No. 0219.01-09, dated February 25, 2009, signed and ."fed by Edmundo Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic load Ings per Protocols TAS 201 & 203 as per section 16091.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November-23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKMA 31 8, dated December 1, 201 0 signed and sealed by Jerry Jacicfano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CAL9ULAIJONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as wbil as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in -accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteoo, Inc., dated 12/1 B110 and 08127/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MIS,51LE IMPACT RESISTANCE Large missile Impact under section 1609.1.2 of the Florida Building Code, as per SSTO 12-99 Standard and TAS 201. 4. WIND LOADS - RESISTANCE, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, I 0, I 1, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thru 16 and I 8 of 18, of Product Evaluation Document (P, E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTID 12-99 Standard. D.M..(�),(a),@- ". @,@ - 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, +IW/10, 2W/10, 3W/10. 4W/10. 5W/10, 6W/11 & 7W/11 . MA), ANCHORS, FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & . MIK_ 7�_ __ FOR WOOD SEE SECTIONS ON S . HEETS 10 & 11 � , 7 I / —0 0 0 ERQDLCT FMVAT10XMPQRLXQ_2qnyJ= 3 5.WSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 1 5, 16 and I 8 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. A.-MAT1591ALCHARACTERIS KS AND SPECIFICATIONS. Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shall be as Indicated on sheet I of 18, of Product Evaluarion Document (P,E.D.), drawing No. 20-175. Z-UMITATIONS AND CONDEMNS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175 prepared by T11teco, Inc. and signed and sealed by Walter A. T1111t, Jr., P.E. , 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., RE. (Florida License No. 44i67), President of Tiftsoo, Inc. (Florida CA-000671 9). WAnLL D!� TIL7ECO ADMON RECORDS � GALVANIZED S7EEL 87ORM PANEL 6/5 aj - - - - - , I'- I , iQ&Eb _Pkd1S­W/ Ij4i-ia;1_'-_ - - - I - FE.I.M6-TS 77AW/ .'/.- - v­- A I S I I 'S , .1 I I I'S 1 � �., � �, i I i i 1 17 - (SEE SECTIONS AS APPUCAEILE) D.M..@,@,0-@ LL 11" 1*1___�_L_J:I L .J_.,_1iiL4;4__L J-1- Iii _ 14;� __ N,A . LAL ml� IL-JIL-1 I @-(�)-G)4O.&I'� I . �_ r MAX � 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3' MAX r I' 60N. - -1, MIN. � -khOW/10. 2W/10, 3W/10. 4W/10, . I 0. s/5 I P'SW/10, 6W/11 & 7W/11 I � . ­... __.. _, -, ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS&& 9_-_.-,---_-,_ FOR WOW SEE SECTIONS ON SHEETS 10 & 11 REGULAR STQRM PA ELS I A Q ELEVATION ".,. 1/4' ' MAX, GAP 2.67' 1/4- W.. GAP (Wi. oJew .1 WME VXLM 1- N.T.S. -6-0 Q) CD C_ U) -0 —Cu > 0 CL) C_ M -I-, =3 q) L_ (3) a) L_ 0_ CL = 0 _0 0 L_ = .— CM M _1­� 0 ­0 Q) -I..- 0- (/) . a) �+- = Q) - =3 -0 C) M C-) 0 -cu -2 - .— U) -0 t 0 L_ 6_ — = L— 0 (3) ?: __ C13 = 0 .0 -+� M U_ %-I--- 0 CIO > - Ln U) .— -0 a) (n E L_ 42 a) -11­0 CIO 0 L_ 0_ = � co -0 . C= -6-i U) 0- < V! 4 Z Z W mi A, i�, ) 11 C= C�j r � � , - - 0 � , 00 ,_ , , -, , -) � C= � I . I 11 ) L. I Lo L, � 'I., I �� =1 01 I I L" CC 77 C� 1: (j C . - I - , . . , � , r, C_ 11 ­ ­1, I 1� . I I �� - - : �­ I., V% ,-_ ., , L, �, ." . ­ ­ , �_ , � 1), T� . .--- ---- , � - -_ �z , 1�1'# I- < '5 . .. '�t T . - --, , �-- �- - -, * ��, I '_ W �� �. ") a) � 111<, . �v I � > .-I- ) r- , -, :L �/ � X' ,-; nL: c ,� -�_- ;;.,, a -a - I 5� -_ a , 10 A C C 0 0 � - - C: t� a (L) I. r_ I L_ — T L:Z; 0 a C. . _ I . 4-- W MIALLAIMIN DETAILS FOR REOULAR PANELSCI A dA N MOSM W91-FOR IMMMON IN FOAD 2MCFEL INTO EXISTING POUREQ CONCRETE 08 !QQNCRETE E!=K STRUCTURES 0M R= OR W= INSTALLATION DETAILS FOR REGULAR PANELS.a.&JA INSTALLATION DETAILS FOR REGULAR PANELSCD A; dA L .1 VAUD EM RWA& Uff SM AM E_-Z SMIN PAL SIM INTO EXISTING POURED QQNCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES cowear . [­=Zr,P=1WM FEMALE V commm Amam , .�, . - TAP-01111? I M $0011JUE ON SEE: WHW" ON MW 8 a 9) =51RINUIOZ - 1. 1. I __ANCHM: FOR CONCRETE SEE SCHEDULE ON SHEET I�____ Mk,. -I _VRED ELOCK ,-- PqURED CONCRETE FOR WOOD SEE SECTIONS ON SHEET 12 CONCRETE ANCHORS V- sNEET5 0 THMM 9) - I ,a).@ �--W&%M- f GG.&ffAe � OR CONCRETE BLOCK i 3 M­ C/) -6-0 M SCHUXILe ON ___% 'I'll 'N I ­ , . - REOUIRED AEC"RED 4 prWIRED i3, ALA. 7 er SWIDETS, a - CONCAM ARON= 11' " it 04" -1 VMOUE VXLM - (M SaMom ON 0 OX4CRrM W"RE6l ­ .­ 11 ram Smuw OR I _ � l CONCRETE ANCIAIRS - I - � � . '.'n,SC".E=_;L)1 , - _­ - I _=*-M=W-" ?�SE son DAL 7 CONCRETE ANCHORS THROUCH f) ��-m CONCRETE AP414M EXISTING POURED I -,. I _(D -_ L. (D �� , I; 9) I 17- .... i DRIM4 104M E. X f I I I q SHEET 9) I ­7­i =W� � . \ " I I .117 9) : I * _,�___ .... )I 5, I ­ . , � . [-;r I f-E- 2 :: .7 REOLARM -T-0 — I I! Mir . W f _J,X " ___V1 MI. _j`U` 11 , SEE so UGH "M i - - - —1 I I I ' ! � I 11 , a +1FI.-IMT =:L, '_ , - , , - '�' , N � MV`___ TA__1_./.1 '\ ` � " I - 111� I i . I - I — � - 4- 4 I I � r - )�) I I I !I � i I I I � i =ff�� M_ . im I . I i ! 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SIXIS W1 � I I � ; , , � ! = M 1-:E-W. i"'W, I % ir"a I I i Q4"N) T-W 1, ! ....j t .1. ; 1 i i W , � I i j GIs , v"' � I 1 1 � 1 .�. I %="a I I -(D _.___��_,______L __­_ L_ .----- ­-1-1 I I . - I � i i L I � � I ! � NUT a - -4 1 i _T . � 1 ",13,10 I's I ____ - "a'W4 1 - I -- -" =— __ I—— ... ­ - I W, ! 1 'I . > ­ -1 V CUAM _ , I I ... = t =. `a I � i� -;� . 1 1 - I j I I. �l � . , , 1, ---A - ­ - ! , ­ IF)AW � I ! i � -.1--t � �,," ,,,, ,, I �� � I __ I =4­11 -_ _1k=__ I I—— .1 __ . 20,11 ALL QI"NI --c- — - - I : I I :0 -?� :,-=--- ­1 � I � ; I ervLF, I ­ ! 1 1 - �. e � i '; _,r[ i I I ; a I 1 ..) I I Ie' ii 0 1 1 __ __ - =---,I- __r1___ - ­­ =II-JI, __ ­- - ____ ! I 9 I I � .----,, i � _2 Vr ! It � 1 I I I I i I � � � 1 , I 1 , ; r , _ . ; i i 7. --- I - - ,_ - I i - 'Ir I----- L f ­ - -_ I_ — - - 6 � - 11 - . _[ I - I i ! � I I . ­ i § 6 1 `MM , , t�11111 I i ---- L --- = I�L L __ , __ L _­­­ ­­1111111 16 U_ ­. I 11 I -� �- , -, - -T- ,-,-, - -,�, - ­ _. " " � "i M­ , �- '11-T 1 - - 7 - J­ - -,-- � 1 1 . -I M� � I -_ --- -_ ,.- ; I , I ,, 1-,�, I T i 1 1 , � zi I =IIL1--, =_--N,&_= I , 1 . . I =11%r i L I 11 C;"v -W CD_ i ! _0 - i 11 i I I I J " [ 11 ___ I Wru. IF-F 5", " . ! i ) � I TS . MAX � I I �I &6 1 1 -1 If i i ! i f � i I i �:ii i i ! i I .. - I - — I � I � . ! IP � � 'I 1 '! � � . -"*, 4� i OHNIESTS ma� — !!! ----71 t I i d - . t I I I" I I I T-0- �� . --I- - I 0 EACW. - I *-+1 1 � 1 i � I � i 1. i i I ,"--I. 1.1=4-g­ 1 �__ -9.-T, r - " W � : ! i d i 1 1 , 1 , I I , I - _­_1 0 1 9 i . , � 0- i I - - -!� 1 ; I � ! ! I i (D Ed !9 � L)- 11 -------I 11 *� i � I . -",W.r 2 i I I i 4 i I I DOW sm 0 1 i I ': ': 2: L ! 1 L___ , 7 L----.- , - ! J!F , � I - ! W I I , -r- IAVV � - Wlo�. 1 I : . . I _~0 - , � -_ ." � F ____ ___� I .19 - ; �, b? � 1 1 . i < I .1 u 'r� - = , ! - I . . I � . I r ' i I : , i i I (R / a -- ", I � 1 5'' 1 i F I I i � I 1; . - I iVMsiuIi* I . � U. I VOW MUD 0 - f ; I I 1 ! I sgwFiga . I. 'r, - � F�. F i -t� OL i I, av�l I Mi== � I4, I I � i I - - - . ___,A___t 00 I .! � 12 1/2- = :, ­,,,,8y/,-/,J�,V/, * 12 ,/V,Q,c � i $ -- i - R -1 &D ­1 ;, IS I 0% il iE i V— '41AR f , � 1 1 9 -6--f . - : �� L U49-J =17*011 � � 1 5 � k 5OX i � ! 1 --Z I ED, - I - CONCRETE BLOCK / I I . 1. , - ------.--] —_ ___ � ;1 ,-;�/-/�'­', - 1 . I I , ; REWFIED. __ I a I CONCRETE ROCK .� CONCRETE BL= .1 L � I I i u,i/iM`_j - .1 I I : _-I � 4 VVIZ vii- J M­ ___ I � 1 � 50% , aA%---J : i � � I . �_. : MkI, � t ; �� I � : w , " �P- . � , N� RECURED. L I I I M=__= �_= OF 'L, L - "M � DA-0.0 0 1 �, I qtLi— W"`G PO , AEOUIREIL 0. El . i X�!� a =11� � -= i k\\�)\ w �� =rVil-, : i � MIU! , � I' mi.. . _E CONCRETE SLOOK I ., - -7 � � I � i I OF L_ I , X �\w , - —I g CD e - _13 MAX : 117117 --- i REOURM I I EXISTING POURMLJ ! I ,7 : =3 _/ 1 3� , , I. w, � / L-, ,,, I i ! E.D. ! "&�Vvow I -0 , I : MAX I ___ � [� C%&") I . I � I I , -ANCHORS., FOR CONCRETE SEE SCHEDULE ON SHEET 9 I - I rt i I I i I I FOR WOOD 5U SECTIONS ON SHEET 12 ,T� -nw '" 1 I f I =Pa"" ,.I" � ____j I � i - I � .-O. 07.c. ODNCRETE ANCHOIS ii J_ - 1 CONCRETE BLOCK .. I : E.L I , - ,.L I ` � -0 , I REOUIRED. I /-­1314-�- � * / . "I I - " - I I I CoNcAn on : I � � W � � I � �z , --a CDM0iVTE ANCHORS i t '. -*-IDY - - I � c REGULAR STORM PAN& — F W"M " I ED.- - ,_ i� , __�� 1 4 'd - - I 'I J R— i I , , I= � I � �1�1� I . = \ I SIAGGOtED W/ STUD �1. \ . .__ , E. ,::,t.� = . � � -(D& Q ELEVATION - (. .=*.---" ($BE SCH , ON : _ - L-A --I '0!511'_,�U S47AMa- ...- ­ i ! ; I , (SCE SMUUUE ON (SM sofwua .W, . RM � --- ""M == - - -A, 4w, � e`T �, ; i I I � . I SCALE 3/3'...I. SHEETS a THROUGH 9) 9 (D Diem a viiovim 0) , %VEEM a THM" 01 SHMS 8 TH*DLKIH 0) CALK-M I . no ,7 __ ____j I . 1� I 11-11-1-11­ 11 . W% ; . � I I . 0 1 , .0 i � I I . - __L_J r � � . . 1/4' MAX. GAP F94UE 0 AND CONCRETE AMORM . " , XXI= � .=- 11��r- `­"e , i t i . \1 . , , ,�� -, C:1 11111.� I : _ 1 I I . L_ , PLUS OR CF 1*F`-GW 99CHEMU 1 4 ______ ______ ir � . 11 I ; -T � 4z� : i � I S. BOLT _ [M,N. OVERLAP -1 14*9 MIUM - Mo. I i � " 0- SEE (Ser ; . - i IS ON �� 0) � . � _J______1_._I A , (r� I 11 I � 2167* I mr9l" i WAJ MOUR - RUN TING AMRNATE ILD ff MOUNTING I IIIII ON= 4130M.) SHE 11 I ma I I I I - 11/4' i I --L-t M LyJQ NQ AN Q MOUNTING RWLD Qu.1, 001 - ' 'S. t "I'll _� =qupfi I SECTION 2 "Affido-la" PIN SIX _&.1 � I i LW27T 132- WIND NUT 7 . !!! --- - - � S I i R. __ - ___ SECTIUM & : � � CLO, . - . SCALE 3A-T- SCALE A/$ -I* SCALE 3/8-1, . PAW 0~ flINa`Q__ .6. \� / - "s 2 I 0 1 /2' 1 CONCRETE ANCHORS __ � (A ! I- � K Ar SCALE Z,W-I- WWI WW , ___OAN1 OPE" we" Me lt�A= ­ I I . i � � L.—(sMsaw"ON /... — z-�4 r_­,�­___ . SHEET 0) I ,j�.L ,j�.L _ i (3) 0 a) , ,�.L ! _ CMWZE AWN= f . � L-9LINCREME ANCHORS StAGGEM � - (M SCHSDUU ON I --gw. * NEW I' WIDE . VARIM . 1/$' ED. - EDGE DWANCE i : (SEE SCHEDULE ON I SHEET 0) ! ED, - EWE DISTANCE r i I V ( / (SEE SCHEDULE ON i ,-0-0 �, g%mpom) . =n --gwm CONCRETE OR W a) � " THICK ALUM. TUBE . I I L . %Wr - i SEE SCHEDULE ON �­ EXISTINO STUCCO/ KT. WOOD PLATE SPAARMI� .... ­ � - SHEETS 8 & 0) ! I ---- ;&� OR CONCRETE BLOCK - I I)aj � OLOCK - 90VACaI, --T I I SHEETS a & 9) � I - I OR REQUIRED SECM t'02- I( TO CLAN, I � * / ,---WOOD BAND ; 1 __(D --ame.— WrARRED I a I - ,�, / / , � I L' I REOURED " M I, NEW 1* WIDE . VARIES It 11W . ; mfiammm . '. ' I I I I- ­1� &UM' TUBE OR 1 ' ' VARES r i NM MR COMBNATM SECTIoN AN NO DIRECT DIRECT NQUK,ING . , _Q M%6 co -, __ ; , , MPUNTI Up WALL OWING ) , W= om sm 011111INATION 2E_Z&MM1 _P.T. WOOD PLATE SPAM I L. '" I , "a TRACK I ItLWL AD ltcff A M , t .J . i X� T i TOP & BOTTOM MOUNTINGS CAN BE ._L.. gN _-K-4p INVALLAMN 12 "Ir MO ;, 6 Ir, . I OOWJ= ANC"M I COMBINED IN ANY WAY TO SUFT ANY ME E PON) . - '0M000101" TOP * BOTTOM MOUNTINGS CAN 13E . . I SECTION I 0 1 INSTALLATION. SOME 3/1 i I -, COMBINED IN AW WAY TO SUIT ANY 1J i I i � q9W Em'? Stoallv"411 � 4sa Smow ON 01 Atfk A � $HEM 8 THROUGH 91 i LU . : :: i 1 1, 00., ' 71i"111.1f WSTALLATION, I I .VRACK C..L I� HW6 ... ` ' ' e%� :.�,Q,"Vh, ME . �; ; ' ' '*. � FLORIDA BUILDING r * 4* FLORIDA BUILDING CODE (N ��, 'I'- C FN '*'- !-, I !ILIL "O" , ,.­­­,�/A, L_ . k A. FJZ4;51,�%, /�s =3 , e .. , ;Z��, L ,�GEN4�-.*% EXWLMG M_ lif ' Ity 0 FLORIDA BUILDING CODE (1412h Velocity HU cons zone)l I --' , � ' �­ I .. -. or� .* ."* - .. ocity cone Zone)l 2 ..... 11 . - CODE (fth Volod!y HU no Zone)l CONCRETE I . , 'IV,- -1 - -1 _19h Val &MPG"`P-'-'6/4 / 1, , wAx PAM tOMTH a C. . i� - . . W . . - \ E.D.- - :_ * : , S wm TAX= W_ F.P CONCRETE Bum , CV.'.W ." W"" 11,71SOX W_ IF 1i � .2= 1XIM, Rr- FP < I . REDUIRED. . = : - A!� 20 GAGE GALVANEZED STEEL STORM PANEL 01. FOR COMSPLUON OF . . I GOMORM __ * *= 20 GAGE GALVANUn STEEL STORM PANEL ORMIN ft REOUIRIED TRMNI. Now. - --- — = 20 GAGE GALVAMZED STEEL STORM PANEL OWN 81. 0, I I.. * xill. SECTION X_X 1*i * , 0/28/2010 EJ). - EDGE DISTANCE , E *: * : VTMAW" ;Z GLOBAL PROTECP 4SEE SCHEDULE ON TOP FIF E� �_� Z� GLOBAL PROTE - - SCALE 3/8-1- I�s A4=15��_ - DAM. 0 � . , "­ wr� 23 1 0�, - Gt,OBAL PROTECTION PRODUCTS, U.C. W'W"M t .0'.. D I - �_ ON PRODUM, LLC. & BOTTOM MOUNTINGS .. CTION PRODUCTS. LLC. r,EJUNG 1*,1�11*1-- On;[) .... Z�_ - - �__ _� AM SW. 51 SrREIT WE'. DETAIL FOR Sli REQUIRED Al ME OR .,S.2-. , S ATE ___ / 11L ECO. 4000 &W. a STREET SHEET 9) COMBINED IN ANY WAY TO SLUT ANY I �-. , - - 40M SM. 61 10REET - :Z %d' ... .. __ T1LMT V * =WCUKNe, aWkE, FL SW14 �& V, - 0!ill WAT. F. TOI�')', INSTALLATION. -1 DAME, n- 33314 Ill 21 . M - _ -7ma 20-176 B=M TRACM AD&= TO 5W=MQV_M= PK%W- 0")N-7m. P� _P, 20-176 _ VAN - (W)WO-764k A* (W.)m aCrOL IAVOM (nom I MI (W)IM-em IL � ,_ _ . _ . _', - , I &I- = A* 9 =XXT = PKNF' -am 20-176 .- � � - L k..., )RI 01. .. 's - I ._� � - I oft M`­I d, , 17_115� ft Omm 1" ­ 0M) --,-. . I ow ­410, < I % -,, ,< --.-a `I`WIPIA._. I I I - " RID � - 114;. , I Wo .1-1 1 :6��-; ,.,� . , - ft OVIANG W. I , ,.,.,.,:,;�� ..� I VAIMM ft SCALE 4/8-l' 10.11, - 40 01-MMIO ". .. V W M-0001712 — FE Z;;��� 2 Ili '""'­ W! X40"ILKATURE/IMIX WALTER & 21-W, 4.1 F-1 I ­qf/;1;#J',`RII1'";*V5X/�AAn , I I I I 'i 1-1 I - - _J , � - �,� M - *WTT A OF 25 RgWA - �'i �� 41_�v Sum 5 or 20 VIALTER A ,-�, , W"I"# OF 29 0- I MIM1157 I * I - I I U , MM Z 9Z I I I I - . SHEET NO. SH 1.0 SM f&ilb!a WALL AND ,FLOOR O�UNNTINQ INSTALLE,iBON FORODOCRUT Mae" + ' La4E.r_�, _._._.._.6• SPLIT - PANELS rl `aN�t„ A e:aur w_�.j ,• �� py,fa4 ,rust I1K,a �- .� mw too. LDHOG�NIE / ` �- .1/4'1 \ I— rdw�i ifw`xEM�-m6y' A,.. � momWAIL FACE OF \ cl.Xr 1.®' W10 stirsA. MOP OIOL% �. X.ARNr/EO.JX F•LaaeT CONOMM OR 9RW1 1 i EUWAUQ I'Ta OtaYpe� T SOME: 1/4 1' 1 I I PA A w/y-r YIN. PAY, �y • • A i T • k a616f1 PNSAN4 Mlw !@ ODYk 1 / "�^•"' lAARIM • ISO iGtiaAr ON WC m!¢0 M +SSA s/s s�Fig3/r - mo-n Azar a +es• w_ -T2.a wA. .. I 4 a r ' ...i•.--. IgIEINAE ON 1Y$ SID.r7 - ! I I ]jssJ1��TM�rnTSt " w� 1 y ® t mown OR Omen tx Psaa'1YIG II I ss.4zY�a e r at ,wGa oR Saa I L i � 3 ttRLLID aIDOf �J 1 SB ... __ _ jI t Ot7gM m6sLoC Now - - Ft� 1frVMa k rua,a _ 1>F "asD W. -:RA "J. A4.n. AWIf ! ssr 3 k 2A Y� O tM'mP a mT1oY1 t`�� t• 2L '�—w. Y,wax a>P�a+ • tea: Ine,IOX - - '`.v 'e 1 SECTTDN Y-r SPLIT M FAILL, E = J .SCALE 1/4--1" � AIL3 SCALE 1/4'-1' SCNE I/E"-1' WOOL OR am .,l>G 1' 4 r vN wYUDN) MULLION SCHEDULE •-T Las. MULLION REWIRED W. •• I 1 r�`',1 r CpNL'PEtt ANDKOM SPAN (Ft) TUBE MULLION - < 4-a' smeouUE • ♦aka) 4 -6• Tp 5'-sr Y = !' s 1/a• i) - _« -4 tL69Rt I DE&Ott P EffiI LNJ aF +ssa W. -au wr. ♦••' ...... `*•'• r 1�GEdip� `f'� ss •- > S8' m 8`-10" 2 = s' A I/r. x 4' x 1 4' COIaRnE A,MANaR9 > •'l- a, a k 9) '•w% �' +• 3' A, { No. 44167 s > a'-10' TO a'-O' 2'. a• = 1/9- ` ySPnaTMO�1+FOR 95.D p f-72Oi PRE MlI/G w PND4LLEL T°d Eb'510�3�ML W SECTION T OEM SCALE 3/0-1- NOTE: MULLION CAN ALSO BE IL4TAUED W/0 STORM PANELS ON TOP GONEBOTTOM SO THAT OPENNM OW%'NBE k BOOTTTOMM)CO BO1mM OF OPENING. FLORIDA BUILDING CODE E INSTALLATjON MAILS FOR REGULAR NTO EXISTING WOOD 5TRU . &I PANELS(I & C1� URESES �- ,J+4 6A4 aPitpa s r a4 •! [ � , ,IA• IbtMCWm PIM.,Ra1W m CAmtI,DGd YM1n. - laoea-m ALTO - , aiaeNaim �'Afle•,:WFI� _...�. i l .Jr`.,. N aC a , 1, 1Aa aamWs r /� .. K ,Ja'�,ua 4aX.!• s r `e. t„IMx® , M. ,sN'xi Nms-a A1m�°wm3°WJ�•ne n"�wa4art. • pp /J(f''` ,. / �-� a aaiNla wAN Nam. Y � l / 1 � � '�+..: Tea � � � �� I � YIN.`. ! :'. ffia a t0 1 aC f�' tYn (. � /7• X•ObdaO' R Imo• I w 1ANP/ ma LTx Mt Hr/p[ • a` 1 n p ®ax 1 g 1 1 I y,T ° i Ya00.em WALL MOUNTING 4 I mwAuAT(ON - ALT'ERH6,TIYE 3W III , L a.L 6cxE 1/4• . ,• arloa n r� c � �� 2Tr RmI1IaA[ sw N„w _ -T3i3j seaYee MOM PI�A,Y I a L! 1X.0 tC A.aam n raWw aaIlw — _ ,MILD-Oir YOUNTI INSTALLATION ATION - N+AMRNATittE tW 1I I' u, JrPsys.ASPaara.. sYlaJ3W WPp ana�Wl -- 4•Yo rN-.A "`- -._ ./ , M Naoem - ------ SCALE: 1/4' - 1' It I . CEI NQ & FLOOR MOUNTING WALL k FLOOR MOUNTING WALL YQUNTING INSTALLATION - AL TERRA 4W INSTALLATIONS - ALTERNATIVE SIN (SECTION AT TOP IS UMRE) TO +55.5-67.D MAX. SCALE 1/4' - 1- INSTALLATION - ALTERNATIVE 2W A.S.D. DESIGN PRESSURE RATING) SCWE: 1/4- . 1" 'VALE: 1/4' - 1' nee' 1 I I I b rreH w,aWa N• Ua Lana • r ... W r �•R Irma NGiEBT ONgiry ` P1`tip A. TI jyY. FLOOR MOUNTING INSTALLATION - SN LAW SCALE 1/4-ECTIO- I- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WrrH A.S.D. DESIGN LOADS �``'� ••• T� UP TO +55.5, -72.0 p,s.l. AND PANEL'S LENGTH UP TO 8'-8'. x='S�P,'' CET$ •,' J FLORIDA BUILDNG CODE N h Valo0 Nu can* Zone. 2. FOR NEW WOOD FRAME CONSTRUCTWN: WOOD MEMBERS TO BE SOUTHERN -- •: - O= TRIECO. ID. FP' PINE NCI. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL _ ;• No, 4167 a 20 GAGE GALVANIZED STEEL STORM PANEL am" BY. NOTE FOR COMBINATION OF SECmNs: ST OF�. AL PROTECTION PRODUCTS, LLC. 07003 '� '•. F M ��A� & BOTTOM MOUNTINGS CAN BE F L RID ; "2.+�" 4W &C51 STRIVTOP TPHONE, COMBINED IN ANY WAY TO SUIT ANY y,r; • O S AyA S'%Q Al'P+ (SM� �' W4] woa,-tw.a:QWINm-,as 26-176 a�•YI wa Or 4Y L,RAaIG Na INSTALLATION. 1AA/liq IINIIN �/�E wALTER A01°4�Ui 1Jr. P.E. astt-,NS - NM\T 10 % N1 CDWRM ANCHOR'S (SEE SCHRDULE DN--'\ SHEET 14) CONCREM 404OPS (Sm SCHIDULE &W 4)� POURED CONCRETE I � I I ., � SISiEE�MRRE:� I I : = 1-SnE SR'JEDDLE ilk SEPARA� I IFaR fIJ�7 i ��a's�y 01 �GL OAG � O $ I IRLCWNUf e $ EVER STUD a 12 1/2. O.C. STUD • 12 1/2 O.C. N 1 N ,(__NV(S B sJa'fMln (CASE 9 3 ArtPR))• , F•.x, MACH"� m a ,2 T O.C. (SEE DET ,/I4j i I . fif. 2iT4) " I i W ET $N r. -0 POURED C^ a' I� pp 3 I i 3 BLOCK WALL REOLORED I i CONCRETE ANCHORS (SEE SCHEDLLE ON SHEET 14) POURED CONCRETE m r (Ak. iXRGin�BML) WALL M2UNTWG INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION =SECTION I Scut:. 3/6` - I' - SECTION 2 SCALE: 3/8" - r ,NOTES ON 1-If',.r="?7', =:Tr+Ru PANFT �*'S'IFM 1upT-�AA;t ATNfN_.. 1. LIFE SAFETY STORM PAWL CAN SE LOCATED AS AN ENO PANEL (nRST OR LAST PANEL.) OR AS AN INTERIOR PANEL. (DINT PANEL LOCATION IN BETWEEN END PAELS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REOUWR PANELS (W/ OR WID REG" TRACKS.) 2. LIFE SAJ•ElY 5HBi PANEL CONSSTS OF 0.038• GALVANIZED STEEL STORM PANEL AS PER COfrPOtNENT �. SHEET 2 OF DRAWING. THIS PAEEL ALLOW+ ITSELF TO BE REMOVED OR (STALLED FROM THE INSIDE OF STRUCTURE. J.LIFE SAFETY P REWIRES TOP TRACK TO BE COMPONENT(D& BOTTOM TRACK TO HE WMPONE�T AS PER SHEET 2 OF THIS DRAWING. COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I & �p�`,``r(,R• 2 ON THE SHEET, AS WELL AS DETAILS 1 & 2 ON SHEET 14. 4. Wh L04M FOR COMPONENT ®S 15-. Max. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM S GIVEN ON SCHEDULES & 2. SHEET 14. * COMPONENT MAY BE PERMANENT OR REMOVABLE • :!" S. SEE DETAILS FOR tNSTALiAnON INTO WOOD FRAME BUALDIIGS ON SHIEET I& 3'''• R SEE WaT 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF , FS SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WCOO BANDS ■wE>.�lurilluLlxu■Ilriu��uur��ILr>•I.I.�a,ErLr.INwt>,I.Illwr. ME LOCKRON L*1/4, 2/4, 2AA 3/4 OR 4/4 1 I. 2,A 3W/15 L*1, x & 1W/15 ' A�T N PA J O( LINE SAFETY PANEL L n SA SAFETY AREA W/NO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE tBEL,a1Y) •------ i.. REGULAR PANELS W/ OR ---.-._ e W/0 REGULAR TRACKS -. SAFETY PANEL --^� (SEE NOTE 1 667.CN) '= LAST PANEL Oi m 1# INSTALLED AS UFE SAFETY }may PNEL OPENING SFMLL ALWAYS BE P1K] . N REM NANDIE TO FACLAN E P IgENo" T OR FRM I 0 Sr INMIW-O REMOVED 890E TION OF RRUCIURE EL 3/32.-1- �71 FSCALE 1/4• Mm, OW CO'C9DR 1 ' 1.a /fFYaA. -Ar �. 1 8 rertE I) P 8Ar' NO pA1ELtaiwn°R SEE E t) SECTION B—B SCALE 3/32"-1' MAXIMUM A.S.D. DESIGN PRESSURE BONG ( ,t AND CORRESPONDING MAXIMUM PANEL LQ iH -L" SCHEDULE WID ONLY FOR &(gplM6TAlUTKIS AS PER SECTIONS I THRU 10. ON &Ii'TS 4.5 & 6) • BOLTED W/ t/rs-20,1- S.& M'.L k WW W AT MAE'SIW a WDIFROM LX AMOL INTO EXIST 7NO GGI�GREIE A CONCRETE BIn�2`K SIBUCIM COMM ONLY FOR PANE1sQ& @ OMALARONS AS PER SECTIONS I TNRU 7, ON SHEETS 4 & 5) � �,�GENF FLORIDA BUILDING CODE N h Velocity Hu cone Zone No. 4167 * am W 20 GAGE GALVANIZED STEEL STORM PANELS Fa OPAF BY Dy;, AST - 1 GLOBAL PROTECTION PRODUCTS U C. OCE �.- • L� 4• 4m aW. 51 STREET • bdE: & OAK. n. 33514 2G-178 - _.. . x$`'^• / '� td 3M u. m wlmw X n axle PHONE (04)IRM-Ta4a, FAX (ae4)oII"an] Ny / �, IAMm., a1a7 wn-,pal. ra o 0*nq sH+-uH w wW ,w, w as uAN1YNo Xa: AfyF1FM M :G $AfD6R:V11RFJ,MIIE WId.T£R°VTdar.. P.E. 'T" SNEEt A BF % A TO 0E9"�wtc (sFxt a�GrH �No1ltONN F33A, -72A ]'-r M l� 2 t/Y iR180LTED t TMN s A T +558. -]2A >]'-5' m B'-a' M•L 4 3/4` TiWU a k 7 +3$A; -)°E.0 >a'-°' m 11'-R' Mae .t 1/2' TEUpIRAO{C7E�0 • �M W1:NIAPS a +43b, -4a.6 12'-4' OR LEIS 3 iJ2' AIAKEYVY OESTON PRESSiBff AAWG (p.ltJ YAAaNAH IINCORS 3PACW0 FOR EA. s 3 i f2' •• YPP[3CAB.E TO SECTIONS / k ANr #tvl$AUTAAa MA%P.sNt PANEL IFs+Gm 1" (R.) TAxma _ l3 TM-pNP CALK-N SVW�3ARE FEMALE D PANagtlE PLUS ro ! fE DaQa ro GdK`RErc CONgK,E et.Du1 ro Te WfIO 1E DDL3L m DaXdN'1e _ �lE1E 1Raac m eaNacTE NRiTE TaneK a" N/A NIA N/A 0" N/A r N/A s" AI/A fi �) r r N/A N/A r r r 1 (�� r MIA N/A MIA a' N/A 8` N/A r N/A 2 �) I a' MIA N/A N/A s' N/A $' N/A °' NfA 2 (gOrTpO +as.s, -]2:tr r ' N/A N/h N/A 6' N/A r NJA 0' LAID 3 & 4 (TOP) Y-r OR LESS IXi LESS a' $" N/A N/h ffi' r _ $ 6- 3 (lT0T10M) N a` NJ0. NJA 6"11141�E s•N/h °'N/A]) �WA ANJAb'$'N/ANfA J2" a ,/4- 12 1J"+' ° 1f4' ° 1/4' 9 iJF' a 1J4' 5 (Tt1PJBOiTOHy SEE a1EEiS tat I, FOR ANdroRa. TYPE a SPACING Ina TNSTALATIISONMAX BRACke NS errs WOOD FRAME DWDIIG. LIFHIUM ANCHOR SPACINGS AND IRXa11At E06f' 0157ANCE Aft A'DKXiTf4 TIN ,EMS SGEOME FOa E:D. Lk51 THAN FNMAOFD �1 Pibt7CE ANCHOR SPRING $Y' L6A.TPLYIG STRONG SNIDER ON SCFEaH1E BY THE KliDl1W1G FlCTDRS FOR l,a$ OPERATDNN m rK PC6STBLE. SEaUIX.b SPAWG OBTAINED t4aG FACTOR $WL MDT % LESS ItYN YMMOY RNDM.A[a FOR fACft ANGtlR TYPE AT AAICIDpa L6ElD. /YClglt TM tJ49 //4L T/re //4's F/4'a 1/rP WPmI1 1s TN•-aa• A lwn.eN am -Iv Its gICNaR 3PKaD MJ 3 s a : - : ,n D s"moeYY,AII: aY..M DY3 3 s 3 a 3 3 ,n 1enw3 sNlYw 1brt LN s 3 a In 3.,/2 3 ,n A®MO. LO. QCGE D/AE1RX) PA�II - 1 T.Oa IWG. tm 1/4• LD. ,Ste• LONG eu9lw N/ INSTALLATIONAI1.S MS. a a 1J4• aA. FOR iANEL FOR REGULAR PANELS & PANEL tENO,1LS w m 3'-r ANDa ,/4. O.C. UDW S INTO EXISTING- WUO ;�j'j?,(gICTURES I. FOR LEA1On4 UP To a'-6' LNw. OR •T4-tD PAI&EAIh10 FEMALE PLUS 4 I II W.. THREADED ex 1/2' a C. W11H t t ` MP. t1OTEAdfD TKNN m FIIA61ER�i0R ALL RFAK;YNA IR PO 8'-- 6'-e' M•N. � v4'0 e r aA r _ - TO k 1 W - 4. # i I ('"� .,fi• raF. EOTL", 1 It 7 w Y i00 , 1 i EO EO ! I 1 TV E EOL 3 W I , 1 I ' R WOaa ,1rlatti RcaAREn I WOOD HOWCR I I - i ALTERNAT{YE 1 W BNAT11fE 2W SCALE 3/B-I' SCALE 3/8-r I gg 1 SIRE SHEET 8 i $ I 3 SIT>.- as RMi. S Y FOR Mn SEWRATGH TO GLASS. �mRE�r � ;, TO MASS l r a EQ ' f E I '` ---' Ea! .]•'�- i amp Pus ` L, ,AKro wlc t, t 1J4' I.R. x 3/r ta+e BgA55 D5t61N0 1 W/ 1/4Y-MG• Ss YS. 0 6 1/4• aC. ; 1 .i s'ry2/aa)4I•y,Sa. I FOR PANEL L04 W LP m S'-01 AND a � rant IleO.C. FOR Loam 1P m r-r Mai. SI rri ALAE {: OR 11h10 PAELMATE FflMLE D OR PANEUMTE PLUS a 12 I/r O. C. WITH I ' i ` 1N'4 MAD SUtEK O r O.a —� ALT ERNATiYE 3W ALTERNATTt!E sTW /[/�2,�� ML TNREAOEA PLTrETRAnaN AT 19aNDTH1 OF COSTING WOW PLATE CDR T'za• PLATE I I 1n t aw Fo a MmWDTN OF PLATE S�W,E 3/&+ SCALE S/B�r 1 t k' ALL LENGTHS. Lip m W-r Mm. i TTEwu(Eo �` i - - ALTERMAILW- DIRECT MOUNTING 1�(U It�!TION NOTE : SHUTTER TR C Xm s FaW4 FnR c ry el T'E�,I_amtE 13YV SCALE 3/0-l' SCALE 3/8-1' NOiEi c�"Ty1,IHNNAFyE, 1. INSTAuATlONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS I.N '-. UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO W-S'. S"'j VL FLORIDA BUILDING CODE (High Velocity No no Zone. 2. FOR NEWS WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL - AEI• i6 ;�; R. ,>2m6 TRIM vc, 20 GAGE GALVANRED STEEL STORY PANEL FP » , N(1YF tY)R COMBI�„SL"CTf!)N5: '0:• t2F �: FT Q�- •' L ..__. ;9� GLOBAL PROTECTION PRODUCTS, ! LC. TOP & BOTTOM MOUNTINGS. CAN BE COMBINED fN ANY WAY TO SUR ANY+q( At ,,y A ' r 3Ykw, a054)M-7543, W:(mM at-"aM . ws :1�N9 I*+-.sx DAIr 1 33314+" Flit: 0005 I-ITT]20—t76 INSTALLATION. NAN E. svyslaNOMuof/DaE rA.-D0p671I 1FK1fR A b., PE • ^P- - DyrYc xa 44,s7_ BEET 1, p % STUDS o C (12 IA TO HOLD @OR OR 01REC1 .u,. (l •eta, .•tat. r wa 1z 1/2' o. ( HOLD PAN! sje Len {CtSE Q 3" YY,. cA1� tl) ✓ A'SD- TA'rAN CE TW-Ow W%-M TGKLMA€ FBMLE D emet RE PWS O NEE M1140 1. m ar 7E ttDC1C m G9NCREifi BLOCK m CDKroflE'1E BLNK3T To COMORMCK amrt 7E DO m comemst To 'C NCom BLACK SECTIONS WGM GOMBBDESIGN THEAI PANEL MAXMUM IENGitN _ - - 6• N/A N/A N/A 6- N/A r N/A 6- N/A 1 & 2 OP). 55.0, -72.4 g' 7" 9- 9- 91 6" 9" S. 9` 9" 1 (BOTTOM) S'-O' OR LESS 6` N/A N/A N/A 6. N/A 6- N/A a• N/A 1 & 2 (FOP) 55.0 -72.0 9" 5" 4' 8" 9' 7 FJ2" 9" 9' S" fI" 1 (BOTTOM) +5&.0 -72.0 8' N/A N/A N/A 6" NJA C M/A S' N/A I & 2 (TOP) 7'-$' TO 9" A" 9' 6• 9' 6' S. 6` 6` 6' 1 (BOTTOM) MAKNAW A sA DFSGN PRESSURE RATIO a3, I (SOD a s/r YN. FROM TOP or mom 01+2 a Tow a r MM, nm TOP 6 mom APPLICABLE TO SECTIONS jf !e OF THEM MA7OMUM PANEL LENGTH 'L' (1L) TAPCQtd - _ - # I +49.2 -815 3^ 3' 4 1/2" 4 1/2' 2 (BOTTOM) 7'-6- (Ri LESS +52.8 --66.0 3" 4' - e 2 (BOTTOM) 7'-$' OR LESS +SSA -72.0. 3 1/2' 2 1/2' 4' 3 i/2" 2 (BOTTOM) 7'-6. OR LESS +55:4 -72.0 2 1/2" I 2 1/2" N/A N/A 2 (90TTOM) 7'-6' TO $'-0' +55.0 -72A N/A N/A (BOTOM) T\ f'\ ..•"s AhTTNATF r^•'•� - um like TOM ME 3*�-i11*w1;1111'rdwff AaFskiTeAAa•A iWJ Y!a [p,)FXGIk IME aTtluNs3 Ha•1•aA S'PARa12aH m CASs Dan t10iNaLiIO,N +564. -T2A r-r 2 3/r tAg5t1>a SEE SHEET 15 FOR ANCHORS TYPE & SPACING FOR 9WAL ATICIS INTO WOOD FRALS DRDNG. MPMMN ARCHON SPACIKS MID MINIMUM CORE WMA M Aft WARMATE0 ON D/9 SCH MUUC. FOR ED. LESS THAN IR WED ON SCHEOU E REDUCE ANCHOR SPACM BY MIATWINNO SPACM SHOWN ON SCXFOULE BY 7A FOILDM FACTORS. FOR flip OPERATION m BE POSSDF• AEWGD SPACING OBTAINED USING FACTOR S ULL HOT ME LESS RBA MRMMUM SPACING MOOATEO FOR EACH WC OR TYPE AT ANCHORS LEGOO. goo ym 1/4`P �Empm . 1/44, 1/r. -'4titiV t/rs 1/4_� 4Y MAC oMx-IN No, MAGI paces (a.) S 3 3 3 2112 ttOBFoiAMU (La} 7 3 3 ] rLa'Wal IaiYA Bay 3 3 3 ,n 3 in 4 ANK FAQ $WhOrE• Dmrulx4 Pam 2 I/r_ MAXIMUM MAXI IAI RCHORS SPACING FOR Ea - 3 Ilr - AS.D. DES" TAPCON CF MAP -GRIP CAL( -IN PANUMATE FEMALE ID PAt DAWE PLUS SOLO 9Er TO SECTIONS ) t MkVMUA PAM! RATING (p.F1J m CONCRETE t am 70 CONCRETE DCONCRErEK m CONCRETE C � to 0"CRET' BLOCK TO (bPICREIE TO CONCRETE BLOCK AAA' CO ISIOXION OF THEM LENCTH •L' (R.) 6" N/A N/A N/A 8' N/A 6" N/A 6' N/A N/A N/A 1 (TOP) 6' 4- N/A N/A 6' 6' 6' B' 6' 6` N/A NIA I (BOTTOM) 6" N/A N/A NIA 6" N/A 6' N/A 6" NIA N/A N/A 2 (TOP) a" N/A NIA N/A 6" N/A . 5' N/A S' N/A N/A N/A 2 (BOTTOM) 55A. -12.0 6" N/A N/A N/A 6" N/A 8' N/A 6" N/A N/A N/A 3 & 4 (TOP) >7'-5' TO W-8" OR LESS 6" 4" N/A N/A e" S" 6' 6" 6' 6' N/A N/A 3 (BOTTOM) 6' N/A N/A N/A 6" N/A 6- N/A B' N/A N/A NIA 7 (TOP) 8' 4" N/A N/A 6` S• 6• 6' 6" b' N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2" 6 1/4' 12 1/2' 6 1/4" 6 1/4- 6 1/4' 6 T/4' 6 1/4' N/A N/A 5 (TOP/BOTTOM) 50.0, -53.3 NJA N/A 12 1/2' S i/4" 12 1/2" 6 1/4' 6 1/4' 6 i/4' 8 i/4' 8 1/4" N/A N/A 8 (TOP/BOTT0IJ) 8'-8' TO 55.0• -72.0 N/A N/A 6 1/4" N/A 6 1/4' NIA 6 1/4" 6 1/4' 6 1/4- 6 t/4• N/A N/A 5 (TOP/BOTTOM) 8'-8' TO 11'-2- N/A N/A N/A N/A N/A N/A N/A NIA 6 1/4' 6 1/4' 6 1/4' 5 1/4- 6, 9, 10 (TOP) -0.0 6' 4' N/A N/A N/A N/A N/A N/A 6' 6" 6 1/4- a 1/4" 8 (BOTTOM) 1+43,15 OR LE55 6' 4" N/A N/A N/A N/A N/A N/A 6` 6' 6 1/4"' 6 1/4` 9 (BOTTOM) 12'-4" OR LESS N/A N/A N/A N/A N/A N/A N/A N/A 8 1/4- S 1/4' 6 1/4- 6 1/4' 10 (BOTTOM) SEE SFEflS 10. 11 MR) ,2 FOR ANCHM TYPE A SPACING FOR MI&LATYAHS NRO WOW FRAME BLAU00. WNIN,WM ANCHOR SPACINGS AND MMMUM EDGE INSTANCE ARE INDICATED ON IH6 SCHEDULE, FOR LO. LESS THAN WDMATED ON SCHEDULE ANCHOR SPACINO BY MULTIPLYING SPACOIO SHOWN ON SCHEDULE BY THE FOLLOMNO FACTORS. FOR TM OPERATION m BE POSSIBLE, REDUCED SPACM ME004ED USING FACTOR SHILL HOT BE LESS THAN AOMMUM SPACING NDKATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND A1EQ1� IYM 1/4'4 1Ira 1/4s 1/4.O __1/4-. TAPr:OM TM-C! _1/4-. FEMME a PLUS CAR-N SOUP-9E7 Mx omm SAD•D 00 3 3 3 3 2 ,n 3. _ •• 3 3 1 3 3 3 ,n ihaYwl Cax=a MINA DL) 3 3 3 1/1 3 Tn 3 1n Acaft m ow WNW ► A-C T O R 1 1/20 p ILO tm - tm .at - } t • - "00 INSTALLATION DETAM FOR REGULAR PANELSC & 10 INTO EXISTING WOOD STRUCTURES _ q l 14-70 PANFIWIE M.L1S \ _ 14-1a PNiE1WTE 1 7 _,_Ei4-1p PANELMA7E PLUS �jj �Se 1 7 da f 4`O.aW 78' J / / J "4, / f' 7/$'O !' J'"� 7FBYPAD/EO F`ENEiRA'tNDN 40 i TFMNG PENETRATION YO T AXIED PENETRATEON WHO r. N IXSi1NC WOOD HOLiMER EL75Rh0 W0O0 EADER ,DOSBNG WDDa RE4KIR HEADER y/ Pa3j 77 � s ( • e DNRr 1auD 131^W s11m 1 EVERY snD I E 1 WOOD HEADER WOOD HEADER Mn '*� 1Kn F REQUIRED-- 11 REQUIRED o J1SEE 5mmu ON , SEE SC IMM ON SEE SCHEDUX ON SHIFT a ',' Si¢T a ; SWEET a 1 FOR V. - FOR Min. SEPARAOIN � FOR 16 SFPNtMICN � L r. m wJasa TD a.m. / -- --...- - --- '1- MaU PANEL LENGTH __�. _.. .--yi..-.- Max. PANEL IEN01M ---- -- -� Max. PANEL LENGTH InY-7oY/ SA ' (SEE NOTE 1) f/4•!-2mn• SS._ - (SEE NOTE 1) 1JAY-t,Att s5, t (SEE NOTE E 1) YS WJ T/rs i WS X/ T/r! a its X/ ]J6•Y 1 OF OF "L ` OF •L MAX 1 I j - MAC i LINK CANT. k I :ti I I _ I ..T26a,• X/ a/r• a t Ea 7 ltEFfY SM a l Ea, • 12 1/Y O.C. WND MIFF a jf ,/4'm LAC SCREWS @ r 2'k4• WOOD RA 1 ;` YN' WOW PLATE 1 ' 2W WOW PLATE MIt. TNREAIIEO -t_N_I is-,0 PAMDAEAIE PLUS REOUIfEO REW,RED II REQUIRED t _ {', PEHErmTGN AT I -' IR ! Oat 4' PENETRATION -0 :°• - I '.. 7I MQWIGTH OF PLATE I 1 I 1/Oro LAC SCREIVS O f M81 I/'idTH OF PLATE Z i i -'-.$" L } aC. SiO w/ ' „/Y U } �f '-' OF DIRECT MOUNT '��'- AT MGFnmHH PLATE AN DIRECT MOUNT NQ INSIAUKUH DIRECT MOUNT 6 flLL_WOUNTINQ INUALL&IM scAE 3j8-1 SCALE 3/8-1- SCALE 3/9-1- L(DTSTT I. INSTALLATIONS FOR ALTERNATIVES BW. SW & 10W ONLY VAUD FOR liNFty,h . DESIGN OADS UP TO +4J.B. -48.0 p.SJ. AND ylpttllL PANELS LENGTH UP 4w 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN '•.;P 4•: t;ENs PINE NO. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SY`: la ✓r FLORIDA BUILDING CODE Hi h VelocityHurMcone Zona s NOTE FOR COMBINATION OF SECTIONS: No. 410 i �G T4'�°''"r' 20 GAGE GALVANIZED STEEL STORM PANEL S * .�-. DRAWN Bh 7*; TOP I BOTTOMDINA MOUNTINGS CAN BE ' COMBINED IN ANY WAY 7O SUIT ANY � "O'•, ST TE ��' "-- j ` GLOBAL PROTECTION PRODUCTS, LLC. °1J yJ2or° 'L�NC• �;�D FL INSTALLATION. •.• Rl� - 4ma sW. 51 SRw x ` ,�' TESTIIM k EMpN COINP Y tMtYE, FL 373,a 2D-T76 R. a,w PNpVL (I5,)M-7344 FAX (NSf}NM-aFI7 eat ptl°)a or rAiy,1S1T NA1 L W.•.AM W . „Wra. lMIa4M x• (AD"'°oa�ito M*i,W E`�E XALIEW A WAR A. PE. ,a-u3 - DEtt tt M % I SOL SCHEDULE ON SHEET FOR MIL TO CLASS M iJ2• a0. Clow SEiOIAFiS I 'i. �'� 1 pf�i� QJC.M. Yx E f{ q/i'• LM S.EAflYS e r me, W/ I I/Y I 1t j LWa THED Pfl�}RITOFN DR 1 . III i/4T.D.5fr tO,G BRA44 DWAG W/ 1J4-•-2aYA" 5.5. n E R FPLUSLMTE FEYALE D dT PTNa6tAM1E PLUS a s' O.C. N f i/2' - PLATEED PEKE/RAT1°N TO W0M SITE WALL MOUNTING INSTALLATION ALTERNATIVE 1 W 1. NSTAU/,TfDNt APE ONLY VAR FOR SMlDN" WON "a DESOM LOADS UP m +SS.5; -72.0 PM AND PAN&1`S LF7NGBi LP TO $ PIKEMR tab. 2 N% D4MRT OF AS EQWOW °WOL m BOtTTNQ6Y _. . Fir ,ALTERNATIVE Web 2 iI f 4 1��t S WOOD Arou P1AlE REOUIREO ALTERNATIVE 4 N U > O C U CL O .� U to O O C S� � O 1� Q � L:L_ y_ U O 0 V �.•1./,.�,/ V) C Q Gk CL U C.. t N ,1 ALA r �t Q- "Q 1A C O C U Lu i U) SHEET NO. SH 1.1 I I I I I I I .. I III I I' 1"II 1!1'1 1111 I I jjw1mm ANCHORS (SEE SECTIONS ON S4EE7'S 17, 18. 19 & 20)--- MAX. wta. 3111/11. 49/17. 5111/111. MIN, A, BAW/20 WW/12. 7ft/to a MN/20 0 0 3, MAX. 11 MIN. PAO I V11 I A 0 MAX I PANEL LENGTH I (SEE SCHEDULE) __T A _J_ j T T _Muc.T -*ft Mo a CRT 0 PAW w/14. 1� M/171 0/17. Wills nv= 3• MAXI 1041 1*mw/11. Ykw/111 a MAN/20 4aw/14, 70/19 & ea*/�& 11 Ali N. ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 fle OPTION #2 FOR LIFE SAFETY STORM PANEL O) ELEVATION SCALE 3/1 C-I 1/4' biAJI. W JIM 111*-I W z 0;11 :4 *-!61lj :4 3w ZIM I I zleffff"VTMI *_J;1*jz1I!11k1 , UY4171141yMbRIAM :R m MAXIMUM A.S.D. Max. PANEL LENGTH DESIGN PRESSURE L (ft.) MINIMUM SEPARATION [_ PANEL RATING (p.s.f.) (SEE SECTIONS) T CONDITION +55.0. -72.0 2 3/4- UNBOLTED FLORIDA TAPCON ANCHORS 0.1- INSTALLATION 12ETAU FOR OPTION INTO _EXISTING POUREQ CON #2 FOR WEE SAFETY STORM rkRETE OR CONCRETE BLOCK STRUCTURES -f!ANEL SYSTEM 4�T�r ANCHORS 1/4". TAPCON ANCHORS O 00 D.C. )URM Comoft_m 4 OOwRm POURED CONCRIM I N POURED CONC.FiElf., OR CONC eM .0CX AWRED A SLOW Rewsm rc� Ile ya- D.6 F If EPA 6 \7 ro . 3/32- W11,10 NUT 'I WASHER 0 12 110-04. 4' TAPCON ANCHORS 4 1/2' O.C. A000113 W/ Mo) SEE BMW, 10 & 20 FOR 04HORS TYPE A, ANWO m IPACNG FOR WALLATIONS MG WOW _ 0. Aam WOW RAI FROAME Buxom MINIMUM ANCHOR SPACINOS Aid) WOW EW DISTANCE ARE ORNIVED ON THIS %Z=- SCHIMU Fail EAUMS THAN (INCANTED KIED SOW" REDUCE: APO" SAM*4 By MULTIPLYING $ft" Sm" ON Swim" /Damon O.BI 0 mom Sir THE FOLLOWING FACKIRS. - THIS apatom To BE POSSIBLE Rlomm - ------- SAACM offlAMED USING; M" BE LESS T!" WoNWAAM LIFACIAle MR EACH *K"m TYPE ON INS T r• NUT WASHER (BEYONp) 4" TAPCON ANCHORS 4 1/2- O.0 AGGERED ill/ SAD) EXIS'nolkil CIA A VAN; WA _;= "S.S_ wS. W/ FLITw*5 0 ig F/32 wm /2' or- V TAPCON ANCHORS 4 Im D.C. FLORIDA TA" ANCHORS 0 C. t-S.S. ALS. W/ WING MIT WASHER INSTALLATION DETAILS FOR OPTION #2 FOR _UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 14* TAPCON ANCHORS 4' TAPM CANCHORS o S. ooc. OR OR DONC#m RECU1/4- RED L Plomm 1/4' x. E4.0 -jar wx W/ 71 4 PANELMATE PLUS W/ 14-10-0 PANELACkIt PLUS ill/ 3/32' WING NUT WASHER 3/32' MO NUT WASHER 6 Ile O.C. (BEYOND) t__._ECURFD CONCRETE 11 CONCRETE OR CONCRETE BLOCK OR CONCRETC BLOCK REOUIRED REOL41110) WALL MQUIMPMALI ATION 0 jyEL 0 LIEE SAFETY PANEL SCALE 3/8*-l" "'411ouppAlft SCALE 318".1" zurSEE SHEET 10 2D FOR ANCHORS TYK ANCHOR TA'L 1/4. . ..... SPAM FOR IMSIALIATIM WO WOW Ami, "AwIce lftcl,e FRAME SUILDMIX 3 MARMIMANCHOR SPACOIGS MO MeNINAI A No.44167 a COM DISTANCE AM Nk=QM ON INS; 3 3 FLORIDA BUILDING CODE (High Velocity Hurricane Zorm)j soma FOR M LOS THAN WMATEI) 001 bt..*4 3 31/2 wz SCHIEDLU REDICE ANCHOR SPACING BY• 0:1020 Tivem 20 GAGE G&VARCM STEEL STORM PANEL "PAVYINO SPACM 94MW ON SCHEMILE AGGeL ED. "K =UK* FTATEq,,. OPMT" 70 Ill: PCSSRLL Rmum Elf THE FOLLOMAIG FACIOAS. FOR M 35 0 FRI I . PRODUCTS, LLC. WVCM ow"10 USING Fwm SWILL L /T GLOBAL PROTECTION am K LESS THAN mmum SPACING L 4M Sie, 5, SIRM FOR EACH MOM TiME ON M S09MU uli 31114 -T ♦9=1UMM PVQW. Om FOL, 20-176 w � - PAO .-M. Nw. CA -movie ,W,m , 'Im �.. kL floMDA, 441 $"an M " 28 U) -m > 0 q) (2) L_ CL 0_ 0 _0 0 'En co - 0 -0 (:L) U) (D -0 Q 2D O 0 2 EL -0 Cz 0 (-_ 0 CU LL. 0 > Cn Cn -0 a) C0 0 I- 0_ CU -0 C= C/) ca- < INSTALLATION QUAILS FOR QM!2N #2 FOR LIFE SAFETY STORM EANEL SYSTEM INSIALLAJIGN DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM GENIERAL NOTES: VALIO E-2 HOG STORM PANEL INTO EXIONQ WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALU4,7" DOCUMENT (P.E.D.) FITS BEEN VERIFIED FOR COMPLIANCE IN B-1) MINIMUM EMBEDMENT OF TAPCON ANCKXM AND PANELMATE FEMALE 0 & PANELMATE PLUS INTO CONCRETE V, r, ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE BLOCK SHALL BE 1 1/4'. DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 8.2) MINIMUM EMBEDMENT Of 1/4*0 X 7/0* CALK-W ANCHORS SHALL BE IS 7/6* WTO CONCRETE. if 7 FOR A WIND SPEED AS REOUI ED BY THE JLMSDCWN WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHAU RE PERNITrED. >< _Mo XrM ><' t',-, =INADER Clem x, �J FOR A DIRECT0NAU7Y FACTOR Kd-0.85. USMG ASCE 7-10 AND SNALL NOT EXCEED THE MAXIMUM (&S.D.) 1/4* 0-20 SS SLDIEWAIX BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FIN ISH MATERIAL EXISty TO 1--, - , 1/4-0 TAPCON 0 Ir O.C. DESIGN PRESSURE RAVM INDICATED ON SHEETS 25 & 26, ENGAGE 311V INTO ANCHORS. r D.C. -0 P)CN�i* '#I TAPQON,Q 6- D.C. THREADED IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIWAIE DESIGN WIND LOADS DETERMINED PER ASCE 7- 16 C= / SHALL BE FIRST REDUCED TO KS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER To S Clem 4 T::_;Toi�% \ / \ -1 - /4 4 /2 C.) rZW1NjT* HEn B-3) IN CASE THAT PRECAST STONE. OR PRECAST OON PANELS BE FOUND ON TWE EXISTING WALL PE TNREWED fV41711AIRIN At WOW HEADER TO COMPARE THESE W1 MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS, ANCHORAGE HEADER HEADER SHALL BE AS MENMONED IN 8.1) MO 04 8.2), v IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.U, AS TESTED WERE NOT OVER STRESSED, A INCREASE y 1/2- , V,- �/, /I, - 1/4- C= 1/2 1/4 /A IN ALLOWABLE STRESS FUR WING LOADS WAS fin USED IN THEM ANALYSIS. FASTENERS SPACING To WOW HAS BEEN I Ile MEL_THE ANCHOR'S N DErERMINED IN ACCORDANCE WITH N.D.S.N.D.S, 2015. (C) ANC14ORS SHALL BE INSTALLED FOLLOWING ALL OF' THE RECOMMEWDATIONS AND SPECIFICATIONS OF MANUFACTURER. STORM PANEL'S ADEoLfAcy FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF LO THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY]. INC. REPO if 2032, AS PROTOCOLS TAS-20 I I FT SHALL BE 114E RESPONSIBILITY OF THE COKMACTOR TO VERIFY THE SOUNDNESS OF THE SIRU=RE WHERE SHUTTER Z' k2R1 WOW WADER W-202 AND TAS 01 IS TO BE AI JNSURIE PROM ANCHORAGE. THIS SHUTTER SHALL MY BE ATIAOJED TO CONCRETE. BLACK 1 mr. ? I T�+' ) E ( , � ; I ! 2. THS SYSTEM HAS BEEN DESIGNED TO BE NS'PAJ.LED ON THE OUTSIDE OF TFIE OPETRFIG ACOES5ING Ti# OFFING FROM THE g • a INSIDE W/O THE USE OF A LADDER OR LIFT. 7145 APPLICATION IS VAUD WHEN 0,11STALLATION IS. INTENDED To BE PERFORMED FROM THE INSIDE OF STRUCTURE. PR 12. THE INSTALLATION CONTRACTOR 11 =CA1U ..AALL SHUTTER COMPONENT EWES WHICH REkWN IN CONTINUOUS EXISTING SEPAmmom CONTACT WITH THE BUILDING TO N INTRUSION. CAULK AND SEAL SHUITER TRACKS ALL AROUND FULL 6 _0R. EXISTING sov"m LENGTH. GLASS ow am" (w speol, ULE 3- SERIES IWO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOUIRED TO BE ON SHOT 16) PERFORMED FROM THE wsm or STRUCTURE. 13- STORM PANE) DISTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DRAWRIG PLUS MY BUILDING AND ZONING PANEL LFFIGTH m smorl S) PANEL LENGTH pm Is) m- fXALSS (SEE NOTE I BELOW) V M­ i !q PANEL LE4m (SEE NOTE I BELOW) REGULATICR6 PROIADED BY THE JURMICTION WHERE PERMIT IS APPLIED TO, IWARil- ; PANEL LENGTH W. EXISTING (SEE "m I BELOW) To umti (SEE NOTE I BELOW) III M­ GLASS pu`W v 'M_ 4. SERIES 2DOO INSTALLATION is APPLICABLE To SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS SrYLE WINDOWS WHEN fRUCTVRE. 14- ATRPJM WINDOWS AND DOORS, 94. E - 2 HANG STORM PANEL SYSTEM- IS JAIgENT' PENDING. (SQ: 90,13'" SCHIMM PANEL LENGTH PANEL LENGTH INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF b m SIM ta) IEEENM I BELOW) SKU is) (SEE NOTE I Bw" 5- ALL ALUMINUM EXTRUSIONS TO BE 606-1-TIS ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER G GENERIC AND DOES NOT PRO)ADE s.s. ss. ALS. WT 7/8"0 INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS COMTE FROM 7W P.E.D. wm . 3132 NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-M14 ALLOY. --LA (b) CONTRACTOR TO BE RESPO SQHUE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF Ir-1, 7 y__ • e. le4*v TAPWN_ 7. ALL STEM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STM_ AS7M A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS P,E.D- PROVIDED HE/SHE DOES NOT GEVKTE FROM THE CONDITIONS DETAILED ON 4 - - I OESIGNATKM W/Fy- 58,15 W (AFTER ROLLED). THIS DOCLIMM. CONSTRUCTION SAFELY AT SITE is 'ME CONTRACTOR'S RESPONSIBILITY. 'Loc.. W/1 I AT 6. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (.) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWAUD IF MOIDFFTED� ZJ 1DOW117111 OF 1 5MIS W/ 50 kill YIELD STRENGTH AND 90 Ii TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA 13ULMG CODE SECTION 2411.3.3.4. 77 S. (d) SIM SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. BOLTS to BE ASTM A-307 GALVANIZED STEEL, OR AlS1 304 SERIES STAINLESS STEEL. WITH 36 Imi MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.CCL ENGINEER SNAm 10. ANCHORS TO WALL SHALL BE AS FOLLM: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWNGS FOR REVIEW. a _....._._ , , i i (e) iHHNs P.£D. SHALL BEAR THE OATS AND oRiGINAL SEAL AGO SIGNATURE OP THE PROFESSIONAL ORI Of 111VO TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. (MIN. re-3192 fi...!) RECORD MAT PREPARED IT F j1j4'e-2W/4`SSI us, W/ 0 1 /4� 0 9 7/8- CALK -IN ANCHORS AS MANUFACTURED BY DEWALT INC, (MIN, Ve-3000 p-.) lfi� STORM PANEL MANUFACTURMS LABEL SHALL RE LOCATED ON A READILY VISIBLE LOCATION AT M IN 0 0 4-0­20qe�-&S. W/ STORM PANEL I 1 014-10 PARVILMATE FEMALE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA OUILDINO CODE, ONE LABEL SKALL 13E PLACED FOR EVERY OPENING. .0 4-1 :;__� Caw, 1 14 ID �ZELMATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, WAS 111 12 1/2 O.C. immsit'o 12 -1w&_ WASHER (BEYOND) ____j P.A.) LABELING TO COMPLY WITH SECTION 1709.9,2 OF TtC FLORDA BUILDING CODE� 1/4"0 TAPM a 61 O.C. 1- -0 3/32' W1!!9 ?AJT WING NUT 114*0 TAPCON 0 6* O.C.MN. A. 1) MINIMUM EMBEDMENT OF TAPCON MV40RS INTO POURED CONCRETE SHALL BE 1 3/4- MO 2- FOR I'Ma"TE: i L /2 2'.1,- WOOD PLATE -2- WWO NUT LU STLQ) WASi4ER 0 6 !/4* D.C. 4� 0 MEYOW) FEMALE to & PANELMATE PLUS, ft THREADED IN AVED T CF '4 mumm Or WOOD PLATE TE -0 X 7/8- CALK -IN ANCHORS SHALL BE is 7/8- INTO NO EMBEDMENT INTO OF PLATE OF PLATE PLATE TME 014-10 PANELAIATE PLUS I It A2) MINIMUM EMBEDMENT OF 1/4 CONCRETE 11 10 ANY FAM MATERIAL SHALL BE PERMITTED. WOOD PLATE L__Q� PLATE . I 1 7 6 �".C. 7t� WOW INRAI I Mm . : 11 - 4­20 BE SIDEWALK BOLTS USED SHALL BE LONG ENOUDWSHOULD ANY FINISH MATERIAL MST) To ENGAGE 3/4' w N. PENETRATION 1/4 REQUIRED [NII&LIATM WALL M INTO ANCHORS. WALL-"! REGIII OR PAN AT AT MIOWIDTH OF PLATE TFRMATR 0 WALL WOUN110 MMM"MON WALL MOLIONG IMMATIM El hji� "w SCALE 3/w-1 A WEE AAEM PANEL A-3) 114 CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL 09 fflo IN PANEL emmmm SCALE 31e-f" INSTALLATION ON WALL mOUbmNG ON FLOW ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL EL 00011011*111 WUNIM ALUM'&= ot"I4100,," MENTINED IN 2 REWJJAR FWL ;Ylsl ­) SCALE 3/8`0" SCALE 3/8'.1- TILZ 11tj U 0 _U�ML I.) To EX:: No. 44167 EN'4** Norm, SCALE 3/W�I- SCALE 3/8--t- DE (High Velocity Hurricane Zone) FLORIDA BUILDING CODE (High Velocity Hu cone Zone), FLORIDA BUILDING CODE (High Valocifty HAI 1. MWALLATIONS ARE MY VALID FOR BUILD" WIN &SAL DESIGN LOADS FLORIDA BUILDING CO - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. OLnLDEX, INC. one Zone), UP TO +55A -72.0 PSF MO PANWS UIDIGIN UP TO el`-F. .4 4aint TiLITC0. m olm m7cm We. FP. 0 X 7/8' CALK -IN ANCHORS. AS MANUFAMRED BY DEWALT INC. (rm-1500 peJ.) 42M ILI= m 20 GAGE GALVANIZED STEEL STORM PANEL FP No, 44167 20 CAM GALVANIZED STEEL STORM PANEL rp� DRAW vr-. - 4-10 PANELMATE FEMALE III AND PANOLMATIE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRICTION DRAW ar, I. NITTAUAYMS AM ONLY VALID M SUORM WITH A.&O. DESIGN LOADS 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOOD FIVARE CONSTRUCTIOW - MEMBERS 70 BE SOUTHERN PRODUCTS (1.-2071 pA.I.) 011,101 or, PINE ND. 2. W1 SPWIFIC DENSITY OF 0.55 OR EOuAL vy/mk�ww UP To .55.5. -72-0 PSF &No PANELS LENGTH UP TO 8' 11". 07/2wam I a'-. GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, U.C. 2� MR NEW WOW FUME CONSTRUCTIOW, WOW MEMBERS TO BE SOUTHERN 11LIECO, ION PRODUCTS. LLC. bAn,- 11LIEC0.1111C. , PRODUCTS, 11LIECO mr� GLOBAL PROTECT m &w. 5 STAM ORID rw.A"* Am 1W sl st"Er PINE NO. Z W1 SPECIFIC DENSITY OF Q56 OR CQUAL 20-176 .1an, TIDYING *20 0 Y UI, TILLIT T4(imWeell 20-176 3W P"ow - =*'1W= 11151)1=1� IFI _03117 Impr Lw FAX-, (01MAIN-SM molfr� M`14=4: FAX (0A)SIN-eiv 20-176 DRWAAIQ V#1 -.1 1- V"44 m: m 1-1 New" A� am 20 or AS -ow, 01 WALTUM710 PE Px WAL/010"ATURE/wr imum SHM IS OF 26 w, A 51� & ww Jr.,. tz R mean V 4f a COMPONENTS FOR SERIES 2000 & 1090 E-Z HANG STORM PANELS (SCALE 1/2-1-) (TOTAL WOTH}­-­­ ______12.5OO* (EFFECTIVE W1DT4----_ L 19 2,657 MYANIZED STEEL EDGE / 2. 11 TYP. ASTM A-653 EDGE am" 50 m1mmum DETAIL Aj 0_60 L AIL A 4aV I _izbw__j 1 I.Aw STORM PANEL (1) REVERSED *b* JWK PANELS END UP 'Ail HEMMED EDGE.` *0.00* 126* ISOMETRIC VIEW DETAIL A 2,ow ROUNDED CORNER 0 ENDS OF PANE L S 2-7 END Up W/ HEMMED EOM (N.T.S) wJzBAGK R INIFE 6061 -M gum. ALLOY "Iby 7sc (typ.) W 44167 L ATE OF I:mao lanco. W_ �safi'' ARID 3"x3!(Mgx.) AWM, ANGLE Me BAR NA I I' LONG I u Z. 11LIECO, 'Im 6053,45 Alum. ALLOY on 4PE. TE 04 IF FLORIDA (:) REVERSEQ 'U' TRACK J 25" IdDO* 2*x5"(Maxj ALUM. ANGU /24 0-,r@ 910010 0,* S" 1 4'/2 4 W/ OR W/O (E) (SIX NOTE 2 BMW 3- Max. 2'/24 P, V/24 10, cm NOTE 3 Boom) � S� FOR CNICKIT ANGAIM SEE I' CONCRETT AWNDIS [Q, 3' OF Y.- Stim" am Smm 2k MR WOOD Somm SEE 1=111M ON SWW 20 ON SHM 25r- T-T-T 5 !_ / I I/e. 1/2- ma) 1,0000 (00 p;mi SEE SEE MUM 2. 3. 4 BUM SEE Simm L w 40 1-1 ILI I I HI [4,1111 i 1111 SEE NOTE 4 8ELQN. no, "ACIM Affc",� _;tz RYPI) -wma ON 51w 2k Fail: WOOD smew- I m ZAK, Y I 11r p m6r), Mm W/O(D - (2) w SOCTAD'S ON SHEET 25 RMLLM AT EACH TO BE BE PROBED W/ ITIML ELE =-.12 ALWAYS now BEAR HANDLE To FAMONTE RI a 1QQO STAUATI I 000 I IF STALLED fRom W1w-4wTO BE FROM 0 L RES or SIM D VMM E-2 RAN STOgRQ1M1HA EL (p SYSU WAX W - I" edLB 3/w - I' .1". � OAP. Am Aer V-0.1ce-w-0 SECTION A-4 Zc= B_ SO" 3/3r - I' OWE 4w . 1. 0). E Z HAW STORM PANEL SYSTEM CONSIST114 OF PANEL + NOTES TUCKS AT TOP k PANELMATE PLUS OR ts" LONG E - 2 HANG STORM PANEL $WMM CONSISTING OF PANEL BOTTOM w/ PAmm"m Cont. TRACKS TOP a BOTTOM. (2). END PANELS SHALL ALWAYS BE CON Wqp To OGSTILL WALL tT/ MEANS tW (2). IWO PANDLS SHALL ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHMISE A STOP BAR PANELVATES 3E L&MSED r SHALL. BE PROVIDED AT TOP OF SUCH PANELS. SHALL i TO 14 y WING NUT OR IVW& AS (3). IF END PAWLS PRE CONNECTED TO Vn TRACK, CONNECTION SHALL CONSIST OF OESMSED ON OW). gf=�'M %j0Z%jV WIFIG NUT OR 1 �413 THUMBSCREW (3). FOR CASES WHEN END PANELS ARE &JO1 AT . OF FASTENERS 4Y 8eAT Teff'"m Of TWO END PANELS ARE NOT STOP BAR EXTERIOR FLAT FLANGES OF END PANEL #70-mn- PROVIDED AT TOP or (4). IN CASE THAT END PANELS ARE TO BOTTOW�TRAICIK -tt A STOP BAR NOT CONNECTED (4). FOR OWNIATIONS OMEN END PANELS AND SOPS INTERAOR PANELS ARE OFFIEMY USING SPECS AM AT LEAST13E Co NE IS ONLY USED A IN PAW TOM =n (3) APSAVE IN"' `MUCH CASE. CONNECTION OF PANELS MOUNTED .1 If: A=Y SILL IM =AT M. MMKPI-11. TO BOTTOM 110ACM MAY OCCUR AT ANY PANEL LOCATION. L.Im,! FOLLOWING SHOM ON ELEVATION AND U�2 (5), SEE SELIKIN 1'. 3- 4- ON SHEET 24, SEE ANCHOR SCHEDULE ON SWET 25. WOM -t -OR 0001111311% M CO, an BY . MEANS. 991m,111W.E., PANELS LEFT PM40 HAVE .OR om. RETAINED BY FLORIDA BUILDING CODE Ve!ooLty Hu cone Zone) _09h No. 4 167 2D UM GALVANIZED STEEL STORM PANEL mAim ft ST OF GLOBAL PROTECTION PRODUCTS, I.I.C. anm /TILTE C Off... 4M &W. 5 STROY am FIL =14 20-176 IM, M- o*4)ft*-Iov MMESIM 23 OF B INSTAUATION QUA11.5 F R $ERIES PANEL (1) INTO POURED 2000 AND 1000 E- CONCRETE OR CONCRETE BLOCK CD"CF= A"C'Milacw ou sag." . low Mo 4 Poona OaIlelKa .00ft msimm.) FBI 4 5 A bacio Ij ama.) ,Wd 0 W6r,' W 1 7 I _.T 3/1V OF 5 ILI sEpwmm FOR MA. saiwrm 11 ON SIIf.E'T 25 I I To GIASS. TD To GLASS. UWE (Notul, Dm amw _4 WAG coNDmm 1=0 " K 1 - 1 3 cPPe ce POURED on" Im ON imea, F A.mHome 25) oilo eAAS SAw 25) '1 6 • (w co-w wot 0 5-w 151 R.ODR M CEILING - MOUNTING INST. BUILD-DUT MOUND INST, SCALE 3JH-,` W�CmAkc I sm 3111XVICam Roft fifloi ust w am 'up As off" A ' ".." V- X. A% 4 L: . *WI LLAIM T 4 wla= 21 .... ... 0 TOP a oarmw UDINANG!, CAN K No. 44167 . FLORIDA BUILDING GODS (nh Velocity Hu one Zone ) A, CDUM40 N ANY MAY TO SUIT �wAJIAMOIL STATE OF mm m 20 GAGE GALVANrLED STEEL STORM PANEL to. DETAIL 1 SCALE. i/e - r VIEW m - em we-= sww 26) 4z 11 5p0_11 GLOBAL PROTECTION PRODUCTS, LLC. rL. 30314 im 754t I, rjm fam"-sm C`a Owu Cf) 0 0 -0 0 OL C/) Cn LLJ z _j SHEET NO. SH 1.2 � iiliiiiiiiiiiiiiiiiiiin�11�uwmlmmaj mkvjAjw A.&D, DEL%P - ;- =-- I Mmi x-.-. I P­ APP TO I =7 CONDITION ,MTO _ +66.0-753 - 70' Oft LESS - __ I ___ ___ __-L 2 9/16- BOLTED I 1�' V.S'. I**. 1 2`W & 3'W .6". -75.3 70* OR LESS 1 2 7/e* 1 - I I I - ­_ - �F�g 96=4 - - & WfNUMT Al OVERLAP & 4EPT M PANEL LENUTH OF PAMEL� 0 I Tyll I' III IW-111"A -lot] *i I'i ,I E;i a *'-W:TAV.YO-Pliwf.T,"W-I."I.X*�.!:i:i*,I;Z.;nI,��its�tvil! RII W3 N-I: 1.2 "W'1v_1-WI'W'f' AC-R�VIJ(4111[0.01"w-I I IrATSq'W'11�1111,1II 0 I v4�I1I-xe'zj1;A1-R9W.TW. , "��Wp;iTxvW'TA*MK_q = MAXIMUM S.D. DESIGN PRESSURE RATIO MAXIMUM ANCHORS SPACING FOR E. Q. . � I1r - APPLICABLE TO SECTIONS # A AW ommouxm - ­ MAXIMUM PANEL LENGTH V (") TAPCONS CALK -IN PANILMATE FEMALE 10 FAINGAM PUPS CONCRETE To CONCRETE To Comoarn: TO Cow"'"' BLOCK To CONCRETE 10 CONCRETE KOCK - To CONCRETE ]TO CONCRETE BLOCK IV --m-M N/A TV NIA - 17 N/A 12* N/A V & Z (TOP) IT" '.* lo' 3. 5" 4' 1. 4� '11p=) I& 12, 3. TV S* a' 6. Ir - a�x0'&0M)++ +66.0, -75.3 NIA N/A N/A N/A M/A N/A 12 I/V 11' 2' (BOTTOM) 70' OR LESS 7 N/A I 6 I/V N/A 4 I/V N/A 4 1/2- NIA 31 (TOP) 12" N/A 12, N/A - 9 1/2- NIA 9 I/V 1 N/A 3' (BOTTOM) 1 12" NIA I IV N/A IV N/A 12' - - N/A 1 - 4'(TOP) 12' 6' 1 1V 9 I/V - 12' ill 12 . __ I I - _II- 4' (BOTTOM) - * UMITTED TO GOLD p.J, A.S.D. DESIGN PRESSURE RATING. &SEE SHEET 26 MR ANCHORS TYPE k SPAC04 FOR INSTAUATIONS INTO WOW FRAME OWLINNG� NORMAN ANCHOR SWINGS AND MIMMUM EDGE DISTANCE ARE INTACATED ON INS SMUM FOR ED. UESS THAN INDICKIED OR SCHCD9JE REDUCE ANCHOR SPACING By MULTIPLYING SPACING SHOWN ON SCAM" BY THE FOLLOWING FACIMIRS. FOR: DO OPERATION TO BE POSSIBLE, REPLACED SPACING OBTAINED USING FACTOR PAUL HIM K LEM THAN MINIMUM SPACING MirATM MR EACH ANCHOR TYPE AT 94CHM LOSING. ANICHOR ININE 1/41. 1 1/0. 1/4'. __1/4'i IAPWN - j=--rP-A� - G­"� me, loamoa MAKING 0.) - owal x:T I a ft-0, GO W C..*. IMA --2- a _L-1/2 3 4 "M ,a 2! wwam --,!-- IN= - , , "T M - ; 1, I - I I M r I IM I - ,40 - I iT 3 1jr I - I '.W I - I �'w IFfrO + frewltes W.. DISTANCE BETWEEN BOTTOM OF PANEL AND (1) TO M 1/2' L-111 i, kvv�_ M.. t L4D t 1*1� F-11 ++ REDUIRM M- INSTANCE BETWEEN 13WTOM OF PANELV3/16 AND Q TO BE' 3/le Mo. GULAR, LIFE SAFETY A E-Z HANG STORM PANEL USTEMS (SCALE 1/2-11 i ---­---I5.IW (TOTAL WMH)------- Liar__ I .---- 12-5w (vTvCTrVE WIQYNII--------' i I .1w i _."__ 1�4'---- TED . r- F .M. ; , STUD AW __� '�--------G I/e mm)- . I z I ! N I I .37 . I _­__1 ; F i . .1 . ,--I *�_ - L --� � 1.200" � .70 . - 1 / 0 ".11 1012t 114* D�C. 1-3�v--" � , * � _ -1w � It xw I (MAY BE RIMERSM) ..... I ; ; To* i i � 4 '�_ f - � v_ , i �____ t ' - I 71 I I � . .4, .260, b I, '/ __ 4 � , ' � Tk 0,024' MIN, Th%9 � I.z IO- I � , '� " 3'ile 1 1�671- GALVANIZED STED. 6 f I i . i � , I 10' 9 JXM __ De". 11%,01151 11 I EDGE AWN A553 TYP. =.2.( 3 1 I I 3 GRADE ISO IMMMUM ; i . T 2,1;5- G-60 EDGE I � I I L.- lWf L-DETM A 4V r L -9,-) ­_ ___j I i - R ___ . '. CTW.) - L-A-.-- __Zwv T STORjd PANEL T 1-1-lw- DUAL A- zow- , PANELS WALL BE INSTALLED ALWAYS M7'- FROM LEFT 10 MGM W/ 1/2- LEG (�) AT DO AT LEFT SIDE OF PANEL *H" HEAUER (�) = RNK (�) AML W1114 SIUD VZI . TOP EDGE 0.024- (W�) PAMELS IM LIP ��,' I_ 1�1 - PANEL GALVANIZED SIM N�� 4ii6--iiim- , "'� 1 .37V � 9.10.. '�_ �_i'�_� "' *QW .133*i *.270" 1 ­1 -_ " PANEL � r* . � I , I , I r- - ­ - �' ' __ ' . <' . I f - � I_ OZI-1-4 0.2wo i L_ 0 .... I 1 497' 0.625* ----�'- - "27W 1 �--LBQI - ----- ­ I I � r- I � I � � ; I . . - I OR (!� ___ 2.250* - i I L i 270-�--- "I r__ I : ISOMETIM YIEW DETAIL A 3- I I i Tlt� , _" - I ROUNDED CORNER 0 ENDS OF FAMEli A57 11 7 -12 � I a. .083, -'� j � I END UP W/ HEMMED EDGE. .37��_".625f' __12F � 1 2,37w---- 1 KTIS) I I". sorrow � . I I F 1� immilai I 2. __ - , EDGE OF PANEL � ; � F 3.7 1 50 I � �091- 1 ,Oi�o . . �7, (�) KEY HOLE WASHER (�) ! (TYP.) 3105-HIS4 ALUM. ALLOY KEY HOLE AT PANEL �:,71W I �- : L ' --i 1 .07V I I � I ,SEE SHED 6 FOR ADDITIONAL � � i 2,121 i ..ir : I � -.7501- 1 : LIMITATIONS IF SLEEVE LENGTH IS I i% �'� � � *1* � f i - _�c - , . I ONLY M%UD FOR INSTALIATIONIS INTO � I . ALEM-2--i /a - I �' - : WOOD STRuCrUNES. I 1 2�0* ' ! I ", (�) - " I . � i ' L__ 1 --I MAN, I F t _ P j I .OGI 2.000* i L' �4 -193. ­ t- �1.11._ L i �125' 2.0�60- � � I I L ­2.5,40' W t..11 ET.h I 1 �.750- � __ i: -0:+ ; . . (�) RLY, -8- 14FADER @) 'U' HEADER . I i*) o- _j -11 WIN, TO S' M__ . . _-2.0DO'-i " g SLEEVE 1" MU, @ ANGLE IN 0 "J' TRACK @ PANEL HANGER �iml �_3.000­iiiF:� %Yk .,V4' � (I 1/4- WIDE) No, I k 144,00" " .!..,.. 51i, IF - F-1-1.1 �0. L____zf" I .... mk. (USE ONLY " C-Z HANG SIM PANEL 0--i-'­;­- -- -, - Zil�' '�`­ I ."Yo. 275' 0 . SYSTEM) SOGS-T6 ALU4 ALLOY I I I ­1 MI i I- .1 . - - i , � 1-----T� - i " - - , - .. I FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) V.6 � 11* �____.�.�r 2, f -1 �' t 1.12-5* ,M' �­.4F - - ", 444v . � . 06'" 1�1 " - .1 123. . ? MiN. 0 ( 1 * '.. * E. Ti mc, 24 GAGE GALVANIZED STEEL SIM PANEL F.P. r`7 p ", .1. . It. JISS. I . _�L_j I g_ L_ � ) � .20t , . -o' F .'-s DAMN Ift, .065.701 S_ .A - I. STATE 0 1 - 17SEE SECTIONS - -2.000' 1 � �250` -IS.0'. �-- 1� - F - ' - WIN; � ' ' ' � 11LIECO GLOBAL PROTECTION PRODUCTS, U.C. .'I, L' � ��1'2111' ��'-."_'�.`!"' two SM. 51 STREET _S_ .204' we, _ Mj�: ,=, ,r" OWIE. 11- =4 -175 - _ '_� _ "+NW-7ma, r� ("*)w%l­,EYrl 20 @ .Mw__QUI = (R BUILD-OUI = TRACK @ & (��o MSHERED WINGNUT ! CA-02MIS - .1 _. owaval ft RAMAC 3_ALLCfY) " , - ."- - z 144,611i" I 16 It " 4�12 mm. I =1= I - __ - - INSTALLATION DETAILS FOR REGLI R PANEL (1) INTO POURED CONCREIE OR CONCRETE BLOCK STRUCTURES . ALTERNATE CONCRETE ANCHORS LOCATION _( CONCRETE ANCHORS F SEE SCWDU1JE ON EXISTING POURED CONCRETS (SEE SCHEDULE 09-'- DUSTING; POURED cONCIREM_ 1 SHEETS 9 THROUGH 10) OR CONCRETE BLOCK --,-- SHEETS 9 THRDUGGH 10� OR CONCRETE BLOCK � i REQUIRED, REQUIRED. LC� EXISTING POURED 'k 0. LOCATION CONCRETE ANC+1ORS ISE, SC"i CONCRETE REQUIRM' . -_ In, . I - \tv � A 14,11, (W." _111, �_ 10 Wo" -Do v__ r,t*--+--W_ ,,, ____1 SOLD[ 1 1/4!' . 1/2' M i 1/4* i I ! S.S. ". W/ Ria i i MAX *1/.";-T.� � _ A�K_­_ IONCRETE ANCHORS , Ole. ­71 11 (SEE SCHEOUUZ ON I 'Ir i, _____1 I � : SHEETS 9 THROWN 10) 1 I. ---------I . I I " . I (�>_ 1 f I - NEW POLPS I I ' I I v ". I � ; , � Liu, I � ,- 6 I/r eQ 1 4-- 1 � PANEL LENGTH " 1 � 4_4_� 1 i (SEE SCHEDULE 999 ! ___@ I �� '" SHEET I U, ! . 11 __(D � - -AGER I "_.' i ; I SEPARAMON - I .-Y. I --la) . SCW.1> 1- 1L / i ! ON SHEETS 9 ,� �_ �'__­­ = � _1 lwmv I TO GLASi , I =%.--, i " GLASS. It'.0-20.1- ; (SEE SO4MLE I 6/M 2�9 9 & To W I -Aw"(SEE SCHOENLIL ON ;11 i I ON SHEET - 3 . ) - . a SPACE � R 8 -_ ­____ -_ - , V w... I I Wav v N.. 11 Y, - I PANEL L04M I 4) W-- ��­ - - - �� � - on fm FAMEL I- - --,/-- � " _L (SEE SCHEDULE r____ ____ ______ _ - LENTIM OVER T_r) Pkim LENGTH I Ulm am 11-C - __� I ON SHEET 3) 1 (SEE SCREDIAL I '�_ - � , _[__ , , . ---. . I , - - - -M-41 -I I ---I ON - -_ SHEET 3) GLASS � 1 1 M" --q) I I J I I � I � � . . - I I 1 (.I, = - I r I . _��_ 5(� . ON SHEET 3) z I I I � I OF 10 i I i __(D 1 1 ; --(I) OF V , MA`x. : MAX. � t 7,l///,/;,- I . "I � I 1 ' I I i : _f 1 I so% i 0 ('_zy­"' ' E,G. I __!t�m­ ; OF *L' I I 1. 0 12 Ir CLC I , . - _________._[___'_-_J i Mu- � I I I I L I I ! i I ! I , i I � I LIVD�'un' a __ ----I ___j � T . 0 (SCC CONCRETE ANCHORS I i I '� - -,\N CONCRETE S�=ORS �A_ i DUSTING -4 �11 (SEE SCHEDULE ON ..- I �A_ (SCC S�=O g=�POLTRED I - i Do , . -19 SHEETS 9 THROUGH lol- 2 116" LONG MAIL AUJM.j -M- - -_ '_ . EDGE OF WALL 0 R SLAB I REQUIRKMEMD , , I. CONDITION) �_� SPACERS 0 6 1/4' O,r- VALID FOR � i � I ALL DESIGN LOWS AND PANEL , �/ EXISTING POURED CONCRETE C EXISTING POURED CONCRETE F I LENGTHS PER SHEET 3. ;HORS I 1 CONCRETE BLOCK - � I OR CONCRETE BLOCK �* REQUIRED " REQUIRED. 1 VIff ALUMINUM SPACE" 9 (SEC "= ow- i 11; it/�X ISCE TAME #I ON SHEETS 9 THROUGH 10) _LO.____ SHEETS 9 k Io.) 9131JNQ AND FLOOR )dOUNTING Bi MOINTING WALL MOUNTING /kREQ EAM (9) OR SrICSTAGIN A SEM W I. SCALE 3/8-1- SCALE VS-1- 00,10THINN" W i� ,,�� �0 k Tkj;' 6 ............... v­% ..'- ',)a"-qi**.7 t_ FLORIDA BUILDING CODE (Non High Votocify NUT cons Zone) / - I .' o.44167 * axon ILMM mic. 24 GAGE GALVANIZED STEEL STORM PANEL pJ'. Z� , *1 OMW sh �:: * -. * I NOTE FOR OMNATION OF 9ECTIONS z . . z - 07/27/2090 !� -$% ;. F��' U.C. ED. -( EDGE DISTANCE STATE OW 11LIEC0.111c. GLOBAL PROTECTION PROD= am SEE SCHEDULE ON TOP & BOTTOM MOU NOS CAN K P' ;� . .1100 SIT, III VFW . � , /� QN. ., - ft . DMAL FL =14 �. C, . 20-175 SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY . L' - 5/__ Wu:P_z.1r='_'0r PN.N,` ")AMI-7545. M, GMAIAMT-M7 INSTALLATION. � , - - munto N� , '.� �'-""' " !M.1 - 1 - - pm. .= A .11 P.E. - - S= 5 or Is p ... .-Go", Q . 1 am Lk' A ! . I rp-ql . I I I INSTALLADQN DEJAILS , , URIES 2009 & 1 090 E-Z HANG STORM EANEL INTO EXISTING WOOD SIRUCTUREa -'� I X :/4'0 LAG SCROWS 0 0* O.C. W/ . - � I I J__L�. / � 1/4'# LAG SCREWS 0 6' OX, W/ / 1 / 1/2' 10,, THOWADIE) PENETRATION -TO OWING WOW HEADER. / / I - = 2.4' WOW p r,/ - f F0'VN LAG SCREWS 0 9' O.C. W/ / '� �L - ___ __ 1, ' k I " / \ /I I i/2- W. THREADED PENEWTION -TO DOW" WOW HE.M. - ___@ . 114XI* sw.& (D I c:_1 I k e , %� ) --oc-L oul- S'M'S " I � . - - \ ��' 0 , � 1-4 FIAT OR � I I MOM � I ...... / , � I ' I ;IeO 11r Mi", THREADED PEACTFATION - - - - to EXISTINIC WOW HEADER, I 11 vs, f I . ou'a C.t W2 r VE i ,iQ.T i __ h I - I -11 r SCREWS 0 5=/N I I i ;-OL S�M,S. 1", � 1i � =-2oq/4. IRM �' / I ,4�,`Z"LAUG V K THREADED �14W � \ y TWO OF @ � "4 F (SEE DETAIL T/24 k I ___ �v -ISTWO WOOD HTADUR� - E " \/%"11 T- - , - , i� NOTE IA .. _1 I 5 I - � it YANG NUT MONTH .OF EvM9 iFYIP) 31 0 ;!�= FOP RATT OF EVERY .& , (Tp 0 - A C.I. #14.1' S.9,S_ 0 Fk END OF 7 Ck--L ID X " 13a: Oro& 1/24 & T_ - im-TIC", I - - - - I . (SEE OCTAL IM a - - - - T - I NOTE IA KLW WOOG HEADER AEOURED ___10 2 0/te- wl� - SOAMMFIDN - - i `li/""'/.."��'- V - 2 0/16, W� yA'0-2W/4* S I - 'I g 10 GIASSL i k' .*;iv; . 11 4,0­20.3/4' i 5 . a*j I 7 0 1 I = �_- - To GLASS. '. I i�* -_ VIONY WMAP g I r aQ � I 2 7/9' MII I 41 I ,,.a,. 9 i I __� I ,`I I I - --i I � i - It 2 21le Min - SERNAIDOW - UM � _SOPNRwROA_ TO GLASS. d T/4'�IW/4� IS * UW. I i I 11 A= ____ I I 70 GLAS& - - I 1 "VER, OVERLAP .@ I ... I � - - . I k - 0i 11 i I 1 � �' j 4 I __ ­ -­..­] X I 0 s I ;' j I k P M . " _f it j . �' " 2 I I " '? I >_1 - - 0 9 I I . I 11 , I - 0 . � 4 9 . 1 9 I - -1 9 i I I ' I I , 4*v- 4. . I I """ I _� - �j 11 , , -_ �t . I I EiF __ I - - - Re I , , __� " k 19 , a, �' J 11 . I I a I I �] III a 11 , I I . �) -1 1, 0 ..' 4' MIS, ly '(2) 1 � 11 1 V. PANEIMAyt FEM" 0 , \ KOS W/ I u �z �� . � 1 I emu \ I . ,M, I 10 ____]� a - - F I 1/4--200/4- M.S. - 7g**. ' ­ I t' NOTE IA ...) - I/4'#,LAZ SCREWS 0 V at W I " �_r ­1 a I � I I L ' � W/ 32* WING " I '. I% � L !��,/,' " I - \ I "MOD FINCTRANIN 0 ' ' N� PLATE AT SERIES 20DO 09 Q,4�GUNEG I MII�LA I , RAT OR ON OXIC ' g/ge; xt s' X � - I 0- . � I I t 112W ... ' il 1� �� I fATIVIMATE PLUS W III PENETRATION 0 1210 LIN711410 " THUM WIT VA 811 ) M I _, ON "-#;'20!/";yjL'-/ w.-Im. , �.� \ I St"nev" I" WU REOUIRED INMLLAMN " / "W �11, N L.2 , _"' 1. LAG SCREWS 0 r ". % . , _ I 1 /2* W.. FAREADEX) PONEIR, � PoNEM& " . LAG * i�l=iN u,,. (2 .' I *I M,,. I .- ' Wh OF FIAT Olt ON EDGE Rf� 2 � SCALE 1/4� -1* , - 'ILI. 2'.4- WDOD .� I \ I � , , MATE REQUIRED) FIAT � RETRUff" PLATE am A'AT am ALTERNATIVE 1 N � - ' . . , , . \ _" SCALE i/4--l- I Ill.\ \ , 1 � "-\ I , _� UUNG 4��NG BUIL5f , M&LLAM NOM. 1, INSITALLATIONS ME ONLY VAUD FOR ITUrUli WITH "D, DESIGN LOADS UP TO ,86.0, -M3 oV AND PANEL'S LENGTH UP TO V-10". I Ili I , STAUAWN ; -1 ,OU.- "" 0 A, il IV--X-IA 91 ALURWK 4"W SCALE 1/41-i' 2. MR NEW WOOD FRAME It ORO MW 70 BE SOUTHERN PINE 0ft W1 11 T B@E , I . M ..... !�z § d ' . . I 'y' - � WALE 1/4--l- Sootre 2. onn O! n OR �' I �'< ,,--*...- "\-.Emi�-- I ;'� ' v r Emi , .. ... I .1 - * . - . _"_4 FLORIDA BUILDING CODE SHIIIII Voloca "LT cone Zons)l lop w 0 AT 70'. I NOTE I Er, =.xR'=.. ,5ULL- - *:� :*= . .*: 1 I-L 9 -" No. 4 % S PN= TkIlo" __ � �. = F, 20 GAGE GALYANiZED STEEL STORM PAREL TRANI, ft OR = 'AlLoAl AT .. BASED ON % pzelol S ` STAT (f * - <__ - ii� .'.. A401 r!D�Ie7 11LIECO-10ic. GLOBAL PROTECTION PRODUCTS. Lm 11VA,M11 . - j I im lumm - � .. , '_ ... ..' -, = - __1 ..... I 10 ... 111. 'IN.' 11 - - : X=Uff-a- I woo %W. 51 STATIT . r. M.. I.= 32"11 - - - "J"t.m.. - 1-1 __ FM: (1134Ma"10 20-176 `­' C-) ... - - .. SORLD 1/4- � .; --- IN NOT � SHUTTER TIAC . MAL/SKINATUAC/0-It 1, (A-00mul NAM A run .1 P. - , I AgMA WE -.1 - on . I - WAW44 ft� - i Be 31�12! ..", . IN, . , I - i:� I I _ - I__fl:1el4l1;l.1a1L1*)2I1�I:;-W - ", m,imi-Im-, 4111-11.1 �.itil.mi'l��-I *-,MV4..I�4 MAXIMUM PANEL LENGTH I+- OR -I-" (ft.) a NX(OW A.S�D. DESIGN PRESSURE RATING (p...f.) (+ ar -) CONCRETE & WOW INSTALLATIONS t 20LO IV­O* r2*'O' no IV-01 W-8, jao fl,-r lo'-V' =0 10�10* ho.-O, 40LO lo'-J' 91-4, 9�6- a, 4A ----!!.a Sao V-1. 01-4* _.' . - - - TRIO - 8'-i* r-r fto 8'-O' - 111. 70.0 71-61 1. 1-1. 75.0 .1. 7* 5^ 61-W, 80.0 1-2. 2* $,-I, - 85.0 7-0 6'-S' 9010 0'-t:- srl-r 11 R&O e--#- -7- a - WOO 6'-S* S'_Tl_ rmo fi�j* S`_r llao - 1 5,-7, Ilia -t- - I 5­6- L iias 1-----T- �r-v MMA EAKLA CD END MM TUM (11- Z, () & 29 D.M..Q. (J� plurl Mum AT umue MAXIMUM PANEL LENOT @)1@01'(1 -L+ OR -L-- (ft.) 0 WARSAW "O. DESIGN PRESSURE RKIING (F.J.) (+ - -) 1 CONCRETE & WOW INSTALLATIONS t - u� - I I - Rex 14'-4' 131-4- 25LO 121-10" Iti-7* jaO I t,-r UF-7- , .40 101-101 0�9' � - S'-4- r-2- ____±L0 45S 47,-I, 8,-7, solo - 81-7* - #;_-r- - Sao 8�0* ;1�1. Sio ?*-e 1-2- 7av r-S* fi�ll' I 73.0 7'-V 0,-4, amo 7'-O* '.-V BILD 7-01 01-J, 90.0 61-0* 0 .-I. 95.0 f'-7' S'-IW 100.0 V-3, 6'-7'_ 105.0 6,-J* , 5'-4- I, la�__ __ 3,-I. 1 r;io - 4�10' 1 . Ilk - - ' .''17-1 MINIMUM SEPARATION TO GLASS SCHEDULE MAX] PANEL = WIND SPUD 4 170 ..P.h WIND SPEW > 170 -P-1, (in) unsamwes I RCSrRAiWD LINREsTmAlMED RESTRAINED 30 OR LESS 1. I I' v , 5 1/4- >33 To 90 I. 1. 7 lIr 7 1/2. >90 TO 145 1. 1. 7 t/V 7 1/2- 17_17_7M77'q___ 1 = 11111! 7 =_ 0.141111111AM11111 , J#I*,MMt3irJl'�19!1-111'�iil,,[eN-I-IZ,I-IktE.� ' , " - -, M� I ;11 1� . - �� � = - � ����� 1001 ����� to] ��� 141-11 . - . . . . . _­ 1.11,11,111,111,111, . . . . I I � vm� 1031%.h.11.1 11 - � - -,-.-- ­_ - �0�� 3' . (SEE SCHEDULE ON _, :'x7--=L: -_ .9,10all) - 6 I 0 I I -r- T 3/4, 4/5. 5/5 & 6/5 , 2W/6, 3W/7 & 4W/7 ' dF 6 '_ "_ I 1__T - I -r- -7 - 'T -r- -I- T : - -1 1_1_1[+_;;11 PANELS W/,j/4*-20xI' I BOLT W/ qg 0 Ek OVERLAP CTIONS AS APPLICABLE) I __A J 11 ... I � � L--.--,, 3: MAX 2/4 1/4, 3/4. 4/5, 5/5 & 6/5 ' '"N' L1004/6, 2W/6, 3W/7 & 4W/7 --ANCHOft (SEE SCHEDLAX ON SHEETS S. 10 6Alj--­­­ I REGULAR ,510M RANEL M ELEVATION I 2,68'r N.74. /4' M I - GAP (UK ovm±t -1 *0z wum - F ; ���=_ [1) LA: MAITIORM ALLOWABLE PAREL, LENGTH MR A GIVEN POSF7W A-31L DMIGAI I=. L­ MW ALLOWABLE PANEL LENGTH FOR A OWN NEGATIVE A.S.O. DESIGN LOAM (2) PROCEDURE TO WVWW NAM" PANEL LENBTNt OWN A POSITIVE A.U. DESIGN LOAD, DETERMINE MAMUM PAM! L06M *L+* FROM SCHEDULE - GIVEN A NEGATIVE A,U. DESIGN LOAD DERERSONE MAMMUM PAM L04TH III FROM SCHED(JUIL FINAL MAVATM ALLOWABLE PANEL LENGTH IS COLIAL TO THE MINI DETERMINED FAMILL LENGTH BETWEEN "1+' AND 'L-'. (3) SEE SCHEDULE BELOW IN WITH PA41 LENGTH FOR POROSTY QUALIFICATION . ;RSTAUARONS INTO WOOD ARE LUM TO * 08 *,.t MAX. A.SL0, DESIGN PRESSURE RAIM 11 FOR mAx. Asz. DESIGN LEADS & MAX. - - WON` IXTUA INC. 44167 '. � * : * E ' - TE OF - - C - .. r4w RIDN _". N46- .. wv.� - ---m 24 GAGE GALVANIZED STEEL STORM PANEL OR" Im. - - I "", 0/17/21*0 PSAL PROTECTION PRODUCTS, LLCA DITE - PHONE, D*4]R9-'"Z FAX"'IW)MR-47117 20-175 - __ - _I .� INSIALLABON DEIAILS FOR REQUIMAR PANEL Q - I I INTO W-909 STRUCTURU �' � - ------ �I­ W., _11�__ -_ ��� I -74--' --r F, 1, - -"�_1TT'/'!_7-1 It 1 i � � I - SEPARATION 1 1 c --_1 - �_ I'-- 1�!'' � WOOD ANC,4OAS �/ - I TO GLASS. -_ . - - I -T '/ , I 'i , /.*.-2w. , I � - - - ' I I I (SEE SCHEDULE ��"" , , SEC SCWQuuE ON / ':� _. - � . 1----4 SW ON SHEET 3) -9�- 0 I - EET I 1) - 3 4) I .' meml DOLYS -4. - _' �� , I . /W, a I/,- CC, I I / - , _' ____ I I L__1 __ W FOR pma� "I _­_ " I �' "'�: - X - I - "I. / i I , \ " / . 4 I! � , I WOH OWN r-n I i�� , ; I- ---, ii '. - ---I Z-' v M., I _13'� , ' -1, \ / � ' 1, - . I i \ WOOD HeApert I 11 F _W WOOD ANCHORS 1\ / � I i M_� I .% / � , Ar - , ) I------- .11 .. REGUIRED \ / " ' "4 , (SEE SaNCOLITIC ON— _� !. I -, 1 ON IdY 1 I_- 167 � .' 1/4' SHEET I I) 11, SSPHZ 4 �� "'.t KWI " ! - . OF *L' ! � /" )ir� I I t "� .� , A \ 11 : -- � =_ I --.I-.--..---- ;� � I WOOD NEW � I MAX . - I � I - i i I I \ , I i REQUI­ . I � /12- \ LI i I ED , -1 i � i Z. ,,, N ,� ! . I 11 I _r, 11 I v _��_ _fic�_ W, � � ii - I �� , I I � I I - ;I---- I I � �� ...... I � .� - , I - I- I . � , I -�D � ED �'� - _j L 1 , , L 5 I I - � 11 I ; � � I � 1 ! � 1, � 11 I I' MAX. L ING ALLINGNUM SPACERS 0 12 112- � . I I ! L ' OX� (SEE TABLE 01 ' � uff U i 1, T i "I Ni ) t ALL NOTE - BELOW %IRSHMNA�'S FOR I SEPARATION ! __(D .1 I I I v I" i 1 I I MAX, I " i 1 1/2' LONG SUEEVES. �" ii '�, Ill PANEL UENOTH $ LENGTH i I (SEE SCHEDULE I (SEE SCHEDULE I I (SEE SCHEDULE , , !- 70 GLASS. - PANEL I , OR SHEET 4) I . � 11 � i, --PANEL MATE FEMALE ID Oft PANEL MATE ON SHELF 41) ' 1 1 I ON SHEET 3) t- --i--.j r I ,--=.:-- I—— I— � 1. ! III PLUS (SEE SCHEDULE OR SHM III - " I 11"Milile t________0A"__ ,-,- _-4- 11-1 ; � i - - � , 1 1 - ' - "---- ---I M;P� "A I A, . It j 11 - - v - I ,'r - - -=Fv�� 1 ; ' � 1 1 ERISTT�&" s I 7,_T, � E*STM 4 19=- I . 2'x4* WOOD --- - ----------I I CLASS PLATE REQUIRED I j_(SEE =3XE- � GLASS I I : _q) � ON I I I i � DIRECT MQUE If/ SMER Q -I- . . I * i - '�__ `/­ , � � I ; I ALURHWYL236� . I I __ .-,([§b i SCALE 313-1- I --- d) ; i � , ; i [�' " � L _� , � I - _ ,. " t �._' " , � SEE I ON I L___ �' SHEET 1 FOR MAX. PANEL LEND S 8, I t S& I ��' 0 12 4/2' O,t, � I T OF 'v 1 -, __ , i � ESIGN 40ADS FOR THIS INSTALUNTIOIN"'I , 'i I MT2U�t.o 0 ED "�". " �11 t �" , I _6 MAN. I .;:, I � '�' __'_ I ' - i ' W = �� I - i 1'!7 0 12 1/2' D.C. � I E6-- ' 1 7 n'-, -- 17� F A, L--..- �� "I" I - � �� �� -----I ; 11 � I f,7 � . � . �' I.. __ i � h! E6­ 1-1 __ �" Z: 1 � : t� I I � i I � 'i ILL - * * ji=. ' -, __�� A 411 - - - WOW ANCHORS IT-- _7 ._____.______L__i I I 1 1 � ) 1 , .: STAGGERED W/ STUD I I "__-�- ' 1� � �� � SPAM Sh MAY RE I llr LONG W; L__ :�,N --' A I I ON ,, I � . - � i L i (SEE SCHEDULE �� t i 1 1 � � 'k � - SHEET 11) '� � ii .' L-(4) *xm ; 1 , V (1) MRALUMON 6 UMNEVID A ONE SIM MAUNN wm IV-#, 1 1 ') "! � AjE=Fi ANY - "I 2-x4- � ' -) ' VAX MUM Nor ,I I 1 1 1 '� ��JS PLATE WIRM "' --� 1 i I �' . � *RJU -i "14" WOOD SIMUDW "1011"T \�' , ` � - SEPARATION TO GLASS INDICATED � � MAMCHORS 7'A ED W/ ;WK I �_'' 1i � t � I � � � " , STUD SHUT, 3 MAY ME f4wu= UT11 AS I 11 ,,, � LATE REQUIRED - " L - I " =1.1:nmu?)w.z7,.oft.:=".,".Tlll*eI 1.0 "I (SE LOW AS I;;,tOUVR" COW ARE � - I " A �Ij L SCHEDLILE ON _1 ��_ � I omom (INIS 2 A ftFO=M FROM 12 1/2' O.C. VMW(c AIMED ON " I :N' I SHEET I 1) '� � � � 1 \',I "�' SHEET OIL I �__ \ , ! (7) ON" 40 DOW PRESSURE I , - , � � I . RATING Is +00, -45 P.l. (3) MAX 24 GAGE PANEL LENGTH IS LIMITED TO W AT AM OPENING ; ITHIS 6 A RESTRICTION FROM LAROER PAMEL LENGTHS MOM ON I" '�� , - v (2) MNOMUM SIM FAMOL LENGTH 19 WALL M RECT MOUNT SCHEnm SAW 11). QffiWT1v_Mr � 7v 1W (4) 1 1/2' LONG SPACER CONFIRM INIA OWL WE AS NW-00 ON WALL MOLIEN M SIM ma woluum a ONLY SCALE S/a-i- SWET L INSIAIATION OF I ja LONG SWIR U ITS ONLY ALTERNME 1 W $90 AN DMINS WOW TRUE WALL. WIUD MR WO ZONES 1. 2 3 AS BMIntm By AM E­HmNT - ANG - - ,- -, OF THE FLORIDA SCALE 3/8-1- C.) WWUATM :UO OLIDW OM 20NO 1. 2 , ,:941"01,10RID JOHINN, FM I /�'."�:'�- I - I L_=��� ! �,�"' ' , N� � .so L .�� '� � NOEES' I \Pme;%:!� .I., . FLORIDA BUILDING CODE �Nvn High Velocity Hu cons Zone) NOTE FOR COMMISIAIMN OF SEMS I . INSTALLATION ARE ONLY VALID FOR Mm A.S.D. 9 .-' No. 44167 't. 1 � TITUIM W_ 24 GAGE GALVANIZED r.p. DESIGN PRESSURE RATING (p.s-f) AND PANEL LENGTHS E : : - STEEL STORM PANEL am" W. *. * TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . * 3 - -, 11LIEC0.11C - GLOBAL PROTECTION PRODUCTS, LLC. o"'I7�',!- COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 1 -a'-. STATE 0 "��7�_---�- Z ASIN) tv. 5 STREET - INSTALLATION. V&. � 0 " l - ONAL FL 333� , .&I -1 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD �. " .. - . �r. � "� p � .�10� - p" , KIIIII-NiM�. ;A�- (W)81&�an;7 20-175 PNGAN�' t� MEMBERS TO BE SOUTHERN PINE No 2. Wj SPECIFIC , � ...� - , '14 aftmomo N� '� ..... . - " I - I - I T 1EM-4 _=_ . DENSITY OF 0,55 ON EOUAL � CN=to MAILINA GENERAL PANSU (C) To D*PAG woo (Mv. SEMVIC Gwrl. a . aS5 Mri I" a FOR !Tjlftf�m ��� 1. STORM PANEI. DOCUME14T (P.E-D-) HAS SCEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY LIW, BUILM, INC WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE� THIS STORM PAND. SHAUL HOT BE INSTALLED AT HIGH - 114-10 PANELMATE FEMALE D AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY EILCO CONSTRUCTION PRODUCTS. VELOCITY HURRICANE ZONES (MAMI-DADE / SPOWARD COUNTIES). - IIV. LAG SCREWS PER NC,S. DESIGN WIND LOADS SK41L BE DETERMINED AS PEIR SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A EA&C VA14D - 7/TWO � 5/8" WOOD SUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT & SPECIALTY CO, SPEED AS REQUIRED BY THE 4URTS5DICTICH WHERE STORM PANEL WILL BE INSTALLED. AND FOR A OFECTIONALITY FACTOR XD-0,85, I ABU 7-16 AND SHALL NO EXCICED THE MAXIMUM CAS.M) DMON PRESSURE RATINGS INDICATED ON SHEETS C.1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE I i/V AND Z' FOR ELCO PANELMATE PLUS 3. 9 TTI 12 & 17' 10. AND PANCILMALE FEMALE TO. IN ORDER TO VVURY THE ABOVE CONOMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO ASO, DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (AS.D.; C2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 I/V. NO THREADIED DESIGN PRESSURC PA71NGS INDICATED ON SHEETS 3� 9 THRU 12 & 17. IS, PENETRATION INTO SRJC0O SHALL BE CONSIDERED AS PART' OF THE REQUIRED THREADED PENETRATION, IN ORDER 10 VERIFY THAT ANCHORS ON THIS P.E.D. AS Itbi WERE NOT OVER STRIMSCID, A 33X 04CWASE IN ALLOWABLE STRESS FOR WR40 LOADS WAS = USED IN THOR ANALYSTS. FASTENERS SPACW4 TO WOOD HAS BEEN DETERMINED IN C,3) MINIMUM CODE DISTANCE OF LAG SCREWS. IWO WOOD SHALL BE AS INDICATED 94 THIS DRANINIG ACCORDANCE WITH N.D.S. 201C STORM PANEL 'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETRATION OF WOOD BUSHING SHALL BE S/S*� 1/4 * 0-20 SCREWS USED %ALI, BE 1 I/V LONG Mimmum THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS 1014.01-01 AND M9-02-09, AS SHOULD STUCCO EXIST. AND I" MINIMUM FOR WALLS WITH NO STUCCO. PER SSM 12-99 & ASTM E J30-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT 11 1 23.01-10 AS PER TAS-201 AND TAS-203 PROTOCOL$. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C�S) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANCILS, STUCCO OR WOOD $DATA)$ BE FOUND ON THE DUSTING FLORIDA BUILDING CODE. WALL. ANCHORS SHAUL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. � ANCHORAGE SHALL BE AS MENTIONED IN CA), C.2) & CA) , 3­1`15 ALLOY AND TEMPER. (UNUCSS OTHE E NOTED). SEE SHEET 2 " ALL ALUMINUM EXTRUSIONS 10 BE 506- NWtS (0) ANCHORS SHALL BE INSTALLED, FOLLOWING ALL OF THE RECOMITENCLUIONS AND SPECIFICATIONS OF INC ANCHOR'S MANUFACTUIRUR, 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES "ALL HAVE 3105-1114 ALLOY. 8. PANELS MAY ALSO BE INSTAU0 HORIZONTALLY FOLLOWING INSTAILATM OETALS SHOWN ON SECTION I THROUGH 0 (SHEETS 4 4. ALL STEEL SHICET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTIM A-6W GRADE 80 MINMUM, 0-60 GALVANIZED THROWN 5) EXCEPT THAT HEADERSO &% SHALL HOT BE USED. STEEL DESIGNAWN W/FY- 92.2 k2I (AFTER ROLLED). 9- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 5. ALL SCREWS TO BE STAINLESS SIM 304 OR 316 AISI SERIES OR CORROSION RESISTANT COA70 CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORACC 1146 SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAJAE SUILDINGS, 50�8 W/ 50 W YIELD STRENGTH AND 90 kai TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 3,3.4. 10. EACH REGULAR STORM PATIO. WITH LENGTHS OVER 90", AS PER SECTIONII 1. 2. 4. S. 6 AND ALTERNATIVES I W, 3W & 4W ON SHEETS 4. 5. 6 & 7 RESPECTIVELY; SHALL HAVE A LEGIBLE AND RI VISAILE MARKING INSTRUCTING OWNER OR TENANT TO a DOLTS TO BE ASTIM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH M ksi MINIMUM YIELD STRIENG11H. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. M014ORS TO WALL 94AU BE AS FOULOWr, 11, THE INSTAAIA71ON CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPOWINT EDGES WHIC44 REMAIN IN CONTINUOUS CONTACT WITH (4) 1IXjpWMNQ_ez=&QW=: ... C BUILDING TO PREVENT WINU/RAIN INTRi lleO TAPCON ANCHORS AS MAMFAMRW BY I.T,W. BUILDEX, INC. (Mln� rc-3192 pAJ.) ,:I, STORM PAWL INSTALLATION S-AUL COMPLY WITH SPECS INDICATED IN THIS DRAN" PLUS ANY OUTLINING AND ZONING REGULATIONS - 1/4* 0 x 7/8' CALK -IN ANCHORS, AS MANUFACTURED BY OEWALI INC. PROAADED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. - 1/4' . 3/4' SOUD-SET ANI AS DISTRISKITED By ALL PONT SCREW. SOLT & SPECALrY CO- ( V-3000 ".I.) 13, (a) THIS PRODUCT EVALUATION OOCumENT (P.E.D) PREPARED Err INS ENGINEER IS MCRC AND DOES NOT PROVIDE INFORWATION - 014-10 PANELMATE FEMALE TO & PAWLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECt; Lt. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.". /4-0 ZAMAC "LIN ANCHORS, AS M"FACTURED BY DEWALT. INC� (b) CONTRACTOR TO 13E RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS 94TO POURED CONCRETE SHALL 13E 1 3/4"; V FOR SkS.1`0 ON ELCO PANELMATE AND CONSYRU ING P.E.D. PROVIDED W/SHE DOES NOT DEVATE FROM IKE CONDITIONS DETAILED ON T14S DOCLTMENT, CTION SAFETY AT SITE- IS THE CONTRACTOR'S RESP014511111i 1 .3/4. FOR ZAMIAC NNUN ANCHORS. A,2) CAUK-114 & SOLID-SEr ANCHORS SHALL BE EMBEDDED 7/8" IWO THE POURED CONCRETE. NO EMBEDMENT INTO (a) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WALD IF MODIFIED, STUCCO SHALL BE PERMITTIEU, t/4- 0­20 SCREWS USED SHALL RE 1 I/V LONG MINIMUM SHO" STUCCO Exii (d) WE SPECIFIC PROJECTS SHAIA WE PREPARED BY A FUORK)A REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND I' MINIMUM POR WALLS WITH NO STUCCO, AND MAY EM HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD �tj.O,R&FOR THE PROJECT AND WHO WU BE RESPONSIBLE FOR 114E BUT WITH WIND NUTS, PROM USE OF THE P GONECR OF RECCRD� ACTING AS A OEUEGATED ENGINEER To THE PS.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SKOFIC DRAWINGS FOR REVIEW- X3) IN CASE THAT PRECAST STOW, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE DUSTING WALL OR FLOOR. A004ORS SHALL BE LONG DOUGH TO REACK THE MAN STRUCTURE MIND SUCH PANELS. (e) " P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGMTUFEE OF THE PROFESSIONAL ANCHORAGE SHALL BE AS MENTIONED IN A.T) AND IN &2). ENGINEER OF RECORD THAT PREPARED IT. (a) : 14. SIRITTER MANUFACTURER'S LABEL SHALL� 13E LOCATED ON A READILY VW= LOCATION AT STORM - 1/4' . TAPCON ANCHORS AS MANUFACTURED BY 1. T_ W. BUILDEX. INC. PANE1. SHUTTER IN ACCORDANCE WITH SECTION 1709.9,2 OF FLORIDA SULDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE - 1/4' 0 I 7/5 ' CALK -IN ANCHORS, AS MANUFACFURED By DEWALT. INC FLORCA BUILDING CODE. - 1/4*0 IT 3/4' SCUD -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. - 014-10 PANELMAITE FEMALE O AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION P8260""1411M, , __ � A, Tk 0, - 1/4' 0 ZAMAC MUN ANCHORS, AS MANUFACTURED BY DEWALr� INC, le�w� m �'% I �. 02.4 � ...... R 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES A14D ZAMAC MUN ANCHOR, INTO THE . '�\" 1W %�CFN `%!t� I& FLORIDA BUILDING CODE LKLn High Velocity NUT loans Zone) BLOCK UNIT SHALL BE 1 1/4'. ' ' UNIT, NO z -' W,44 6 S 022H) MTEDX W. - 13�2) CAUK-W & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/8' INTO THE CONCRETE BLOCK I - 24 GAGE GALVANIZED STEEL STORM PANEL DAMN, IN,� r7l. - STUCCO SHALL BE PERMITTED. 1/4� 0­20 SCREWS USED SIALL BE 1 1/2- LONG MINIMUM S��OULDTW;rx. * -a \ - - ____ ___ - AND 1' MINIMUM FOR WALLS Will-i NO STUCCO. S - 11 �§� WWI= - 'c GLOBAL PROTECTION PRODUCTS, I.I.C. - 1'.. STATE - _W � C� Q�.b A . "LLIff TIESYN. * ENGNMEEINNO COM"ANY IWO SM, ,I � - 8.3) IN CASE THAT PRECAST STOW, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUNIN'"'040RI .�� - - - - - - - lm�'=. a.. 0.�_ fL, 1011 , 20-175 EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SIM - - A." Y� - PM* -­ PHINNTI (M)'Re pno-als, , -'Ik'aN';1-'-' , " . - _?SML 144 � '� ... ANCHORAGE SHALL BE AS MENTIONED IN ELI) AND IN B-2)_ -CA-0-=119 --.I - I - OP.N.4 ft " -, PZ SA/90NATURE/bATE ­""Y-";mTM­1 'E!�_ WAL Ft 11 - I I INSTALLATJQN DETAILS E-OR REGULAR PANEL INIO PQURED CONCRETE OR CONCRETE BLOCK SIRUCTURES ,.---RSYING POURED CONCRETE CONCRETE BLOCK QIISTING POURED CONCRETE I OR CONCRETE 13LOCK ;; REQUOTED, REQUIRED. CONCRETE I= � .H SHEETS 9 THROUGH 10) --- n.) I � "t/ CONCWTE ANCHORS (SEE SCREDOILE ON- SHEETS a THROUGH 7--(:i) EXISTING POURED CONCRETE OR '1/4' __ _j , I �. i CONCRETE Bi -1 1-4) I 11 j 114. � t /,- -W�= - CONCRETE ANi � ­_­­_1 1 - - ---------I ­1 (SEE, SCHEDULE C-6 " � I E.D. I . � i SHEETS 9 THROUGH 10 i � i I A I I I ! � I � . I E p � ! . F i (D � I 1 � � J i I I it ; . . ; I ' L r- W�" I SEPARATION I- - TO GLASS. .­ ! � '�E� I Is. - W=r-In 1 __ ____ 0GLIS * 11 Dk `�_ ' =Mo I i(S.1 9.&,.-) I I � - i i � i i i I j =2_1 ISE SCHEDULE __ i 'L' Mu� I I 4­ ___ - - I 1 i � ! 1 : (SEE SCHEDULE A � i I -I- u., IW.' SEPARATION L� M­ I TO CLASS. i _­ --Nk.-. __ CONCRETE ANCHORS L------- ­ .-- -_ � -_ -- : ON SNECF 3) I e . - I - -_ -, 11 I 1L___'__IA.___ '_____T__. - I __ - - I (SEE PAN'D. LENGTH __I ( PANEL LENGTH SEE SCHEDULE - (SEE SCHEDULE SCHEDULE i ) (SEE SCHMULE ON k I SHEETS 9 ROUGH I � I � I --ij) I IF— : 1 a I I : ON SHEET 3) ON SHEET 3) iz�__�== --� o I ! 56X ; OF 17 : i 1 c =84 I . i I � � I k wslt�ll i 4-1 I M�x_ 56% i � I 1 i ; i -,- I 1 -_ 'IV om � Ir - I"% �' I OF v kw. i I ; -- (a) I I � i I E. I � � i I I ; . f i I I I I � � �;_'��' � i I C1 . � I I I E:�U. t i E I I I , I , i i -I--- -I---- - I I I- I � . � - - _1@ 11 F v I i 11 I _+1..__ -(4 i I I � I _�� I =M;o.'� i 12 I/V O.C_ I � i I (AS APPUCABLE) I I I I I � � L__ - --I @ - � -W-., M NmSHO, HAD 1 i I- MOD FOR SO" OR '/'--�I- � " *I NUT CoNcRICTIC BLOCK I _. I t REQUIRED. I_ I 'rM S I � .Wr.".N___ , ­. I __ I � ! L * 0 112- 0� - -----I SHEETS 9 THROUGH 10) I---- i � _1710". l-';ln I Y(D ONLY WHEN sow , CAUK-IN ANCHORS &USED ___(�) ARE &A:a WHEN _.__RrG POURED CONCRETE CONCRETE BLOCK ALTERNATE 00 r � C=RED CON SL CRETE ANCHORS OCK WOUIRIO). r I I S=-C/":&_� PARELUMSAETEES ARE REQUIRED. (Sa SCHEDULE ON SHEETS 2 THROUGH 10) (SEE SCHEDULE ON 94EETS 9 THROUGH 10) BUILD -OUT MOUNTING SECTION SCALE 3/5-1- I NG MAM SCM1 3/8-s- WALL h=hj6!,_0ECT MOUNT SCALE 3/8-7" "jiIHNION4 , R, , 03!�. ;.,I,% ';��"%!!� * CAI �,04 .--" cay **-. S. IV - ' I : . ' FLORIDA BUILDING CODE Non High Velocity Hu cone Zons)I . . (SEE SCHEDULE ON SHEETS 9 & 1 0) OF : 6:==NGS CAN BE COMBINED IN ANY WAY TO SUIT ANY x : 0.44167 =, * = *' * . - - z . * :_ � -*'- STATE OF� alr_ _�=� , - . 1 S '� *' ... - _150 al'N_ Fl��.'p cNav Ii wC, 24 GAGE GALVANIZED STEEL STORM PANEL ______ /T LNE C -0. ..� \ GLOBAL PROTECTION PRODUCTS, I.I.C. I----,----- .M S.K. bi snw *1 WC n, 3331. j10;z___'*0"T licor- ". . 07/17/Mo , 20-175 INSTALLATION. il�40/1);�;_ ". , - p")UNT-74H51 �' (n.)us-m7 ORmort; �0 ­4 -_ O"Ox I __ - I - 1. ft; to '" t,WSIGtMRis­G1 -KIM & FILL, P.C. RM i , I I I . I I SHECT 4 OF IS INSTALLATION DEIAILS FOR REGULAR PANEL d) INTO WOOD ___ 771_'�7�= / I " /1" / " � 4*KB' / / / , / / , � / '/ -- ALTERNATE LEG 0%, '/ ,7-', .1",­'I - - r.&- BEAM 01-M I/ "' // / / �'; 7 - I 7L �' ADEQUACY OF EXISTING WOOD // / 1; ' - 1- - � / " _r. 08 - ­--fl BEAM TO Be IRIIIDBY _7�*_ �'-'L- REGISTERED ENGINEER OR /I Ili � / / '� ARCHITECT PRIOR TV SHUTTER / / _- ) "/ , INSTALLATION. / .. ANCHORS ALTERNANE WOW ANCHM � 11 . � j i - . .1, 1 1 ­! , ­. / SCHEDULE ON (SEE SCHEDU __71_1 1i 11 I" / (SEE I , I I t -M. , C" - 'U''NONENOR / S14M 1 1) � � - � W/ .ur / - ­­ � 1. �� � I t� �_' I/V ; ! 12 V�v I 170 ,I/4' � � - ... C. WOOD Hi 4 :� '/z -- ________1 I ::: o ­ ---I REQUIRED - ___'y'.-._lft'1 � - (A�_' � � , i i GLASS Wall 6 1/4' OZ i 1 , 1 � WOOD ANCHORS . ; ! 6w-- r�. I i (SEE LE I � 1 I I I I SHI) . ; Mi.. � i � IS EFARATION IT 11 ­(j) ! / 4i I _j@ �' I _1 I ::� I I I =27 __ f I I i t "'.­#-M'- - I I ON SHEET 3) I � W. SEPARATION TO GLASS. i ,, .1 M�. /1"A' I__ - . -­ ��_� FOR - (SETE SCHEGRAC am SHEET, 4-- - ,I ---- --- "I I ar. .:,,, i I I - I - .4. � PANEL UENGTH *C MAX L­ =�­­_ ___L�,___ =nn I I -- - N­ -- ogralo (SEE SCHED LE I ----I PANEL LENGTH I. OR SHEET 3) EXti I I 1 � (SEE SCHEDULE I __ 1 ON SHEET 3) CLASS I -_ I i � i I It I _(D i I 11 - =-- � I I I I _(j) OF 'L I I i PUN, ! : T OF v t /) I VAX- s i __@ MAX I b_1 I I I I � I I , . I � I I (�)---' ,­1 . 1 i � , '�'- I I 0 12 1/2- D.C. ; I I �� ________L____.__'_j � �11 ----. I I /-,f I � � , t I : F I . - I ' - - __ ! E� �4 I 7 TV I I :'!�'-_ I ox. i CL L_ - 1 _____ ------I- - __j , - - � - f, I .,, � 1 ,� , 9- _ I '� I �� �. �' � !� , I---- WOW ' --, � � "� � � REQUIRED VW WOW P19E : �________ REQUIRED - . _4 --- �� i � �� ' - � � � I 1,_rDOO ANI WOOD ANCHORS SEE SCHEDULE ON IF - --------- - I" I � '� (SEE SCHEDULE C!"N' -,.-,-- "I _� � I SHM III ---i 11 SHEET I 1) I ___---_--__­___' -, . ,,, 1 i , j \ , i , 1 " __ I �'. � - M L--V Mi � - � �___L_ I CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE n ALTERNATIVE 4W SCALE 3/8-11 14""144ft SCALE 3/a-1. lrt� I - ". 11 A Lq �,Q',',,, , , AW`�ii� z.!N. ..*. I . NO. 44167 .:' I f ROTE FOR gQMvM0 Of SECTIONS: a I FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone)] L INSTALLATION ARE ONLY VALID FOR MAX� kSO. =*i TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS i -O',. .1 * E -M TUIZO. W_ 24 GAGE GALVANIZED STEEL STORM PANEL FJ`.0'. % -p S14TE oF -- ONARM I COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 , . .-: 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD So -, I - INSTALLATION. -, 11 . . . . . . . :. .'t 0 .1 / GLOBAL PROTECTION PRODUCM LLC. "o �/"' I MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC I �.... Z 11 JECO, DENSITY OF 0.55 OR EQUAL ,I', 000 S.W. IVI STAM __ '11,0600110 ONAC, FL. XTlI4 rA"7- - 5WA-t, N� - a PmoAR. D*+"-YaNL rN,L ")sm­sTIrT 20-175 ORM-4 � P.C. SENV34"I"TIRMIE/wIT CA-0001010 . I *=A I I I VNEET 7 or is -4-0 (1) Q) C_ U) ­0 -00 > a) C- -II 0 _0 EM (3) q) L_ 0- CL = 0 L_ 0 = '& Cc -+- 0 -0 (1) - 0- Cl) (33 (1) -0 0 Q -0 - .- -0 g-_ 0 = L_ -2 = - (1) CU = 0 0 - W LL L4.- 0 - CU > U) . U) ­0 q) U) E - (1) -1-II M L_ 0 CD_ C - �- Cu -0 40 . C: 0 u) C:) - < t 4 z rAA W mi t-41 111.11 ,I= C%j .0� (�� � Go C' C r- ::> ' .- -0 C= t-) q_ - I - ' - __) .. -� ) LO =) ; I � - ..:� I I _� I I I < 4 0: � - 1_-�L -0 � - C_ .- I -- 6 - 11 I T , ". , C_ .' � - - I �_' . W­ . �� " ":' I - . . � . '�. -,z. - _ - - - � - __ ­ ' � ' I __ I I,,) - - � - < -) �� � x '_ _" I � _" - �_' " :��L ----, (u r-, � 0 'D <�� � �� ., � "-4- �: 0 , � , > ­1 V , I C) n-1 o3 1 0_0 - �_ I __ a , I= C: rz jj 0 0 1 -3 C 0 .r' ;-- T_' M .- I- 0 E L:7 � - , E , 0 UJ 4- Cn " (1) (1) C: Cu 0 Ill L. L. =3 W 7; < z z < _j 0- _+__0 0) (1) C_ U) ICU > 0 L_ 0- CDL < i 0 =3 0 0 L_ 0- (3) Cf) co co SHEET NO. SH 1.3. _f` N C/) M W }, U _0O = _0 C _ , MAXIMUM A.S.D. DESIGN ERESSURE UMNG (R.s.f.) ANDS&MEONDING MAXIM M ANCHOR SUQNG SCHE= � Q � O S S G ET S S MAXIMUM e_S.D" DESIGN PRESSURE BATING (R,a•f.) AND CORRESP ND�1 ING MAXIMUM ANCHOR SPACING _= M _0 0— . I"OR REGIi<4R VAUDIA MY FOR t(DINST INSTALLATIONS INTO CTIONS 1ITH do �ONSH E BLOCK TRICTURE SCHEDULE -FOR U NE � ATIONS INTO CONCRETE AE GONCRETE 81 GK STRUCTURES — -'—' N N (VALID ONLY FOR PANEL©1 INSTAW+TiONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) HE R REGULAR STORM PANEL iN (�,„L ,O (VALID ONLY FOR PANEL (3) INSTALLATIONS AS PER SEMONS 1 THRU B. ON SHEETS 4 & 5) t9� "ate V! �V !✓ "L N I PLUS 0 EL Rux"REID AN" 0 LL5. C� -} -' 4-- C� '�^#•� 0 ku O ` V! '- L_ L Q� L QD '...' O CDL M �+— _,v - �"` Q AWE TABLE.../t e MAXRAUM PA7�1 � A A.S.D. DESIGN LG+40 LfliGTH MAXIMUM PAtEi IIAT FLANGES AS.D. DESIGN LOAD IiTFf +40 PSF OR LESS W-B" 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF."r_ 6'-2" .. T , > 40 PSF TO 50 PSF 6'-2" ANCHOR TYPE > 50 PSF I. 60 PSF V-10" > 5Q PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE Y VALID FOR WSTALLATXHNS W/ SOLID SET ANCHORS B Wj SPACER AT 12 1/2" O.C. w MAX. PANEL LENGTHS ARE ONI.Y VAUD FOR INSTALLATIONS � �_,%0UH140, �y�NIHIHHy1'NINT / SOLID SET ANCHORS k W £SPACER AT 12 1/2" O,C. yt�!, a. A. F w a 3,; GEN ` •'� '� FLORIDA BUILDING CODE Non With Velocity Hurricane Zone VG S '• ° FLARIDA BUILDING CODE Non High Vetoc Hurricone Zone) 2 .k • : r cam MiFCQ..#I- r,P. " WM To=. WC_ rP. a 24 GAGE GALVANIZED STEEL STORM PANEL rSTATE -0I69 's 24 GAGE GALVANIZED STEEL STORM PANEL optow W.44I g a awn fro ! DRARN er ff t -_it . * ; * : sue.. e>_.. orM/2mo q •: • * "„�.✓ I ` E C 0 I nc. CTS. o7J1E s :• TE `a IL ECAIRc. LOBAL PROTECTION PRODUCTS, LLC. ur c - GWBAL PROTECTION PRODU LLC, -. �� ��� _ +em ae 3i StfxTs $ p P 4aoa sw. 57 sittEEl'" d<� f3R1D*,,r� te7 a.a swa.soLw,t"Nrr aRs v mw%U=14 ;ma4I) . " `+t : e f"''#' 20-175 / sa. A rr tz,, waw avrnc R Arlw OMAE. >2 33114 20-175 `L SY •.,......� I ww o o�^n1ml�a10 n -+sR PIaNs: (�iiEQ9-T5.14 rAw (96+�t9r y • . "•• `y s t w..: {7an�aoq o,-wr R101E (im4)OB➢-7a4a rua (9ss)eN-Qrvi 4 k' ,4sw� ,xr Mow lb: rrrh O +O••,Ir 4+e wxr INANR%i ft ylrN +� RW.tEA ACk-07. PE 9to q"tx, NIHIIt/1P,. T7KIE/a4tE wNYER�A. IRLNTidr., P8 :eW , ,n. .•tr.. .,® An r .,r.. .a N1N9HH x - TENET 4 of t8 , "M t0 or i5 INST;ALLATION QUAILS FOR LIFE SAFE TY PANEL C1� ENT{? POURED CONCRETE OR CONCRETE BLOCK STRUCTURES MAXIMUM A D DESIGN PRESSURE RATING .s"f.,) AND CORRESeQNDING MAXIMUM ANCHOR P$ AGING 1/4'a TAPCON,,,,.,w,-.,� lS77TNG POURED 1/4'a TA#'CON,_-. NG POURED t/4"# TAPCON__�,- P,ZURED t/4"# TATC.X.t____.-.,_, jo ED SCHEDULE MR REGULAR NORM PANEL (1) INSTA�,I,ADONS INTO WOOD ��IZ�TURES 9OR pDsn {VALID ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS B & 7) ANCHOR o 9' o,e, o+ GREM BLOCK ANcwoR 4 9' o.c `CONCRETE BL MlcwaR o R o.c ( BETE oR AracrtoR o B o.c. I ATE BLOCK f ^ CfkdCRED. &.OGE RIEOUREE BLOCK '!f` REQUIRED. BLOCK REQUIRED, BLOC% Como EA. �* REauYREajn REQUIRED. ,% REOUX2FA. if2' 1/4' 1- 1/2' .If4 f/2' 1/4' F-.�. tI I ``-,�1/4• � � I MAX DESIGN j 1 f 1 j I 1 :,) NO ; FEE i �_,:{ �� � I-LOI � i n i 1 Mtr i 8 1 46n. i I q I 1 1 IT t R-strARAn£aY 11^SEA n I f_� 1 4 /' 4•#-2o,i" � Ex f 4 - 1' II 1__,,. 01._ 1 EfnSTI TO GLASS. rj4•.-2ae,1• t IXSTPIi� ql ;,.'i N,: ea.,s w CLASS _ --i& ROEts a FASTI d�,,,11 ,>,`T-._.. ,v rP w I GLASS TO BIASS. I _il em w ;ih'a5 Y. _ ,.,-- .. _ _ Y ._.. L If - - -r- Ar EA GLASS ... _ I _:: _ n _ ."`. t .....__.....iN •.= , --I fusE em nle Q / 1 Q --lR- , LvaE PAi nrei g I ,._ It 1t742K ott, Y•tj x I �i I lataN o,TR r-Q') R f� . n 1 1 u s -. _ __ __ I ( n i ) i cl: .. .,) B .__.. A .._...._ , IIT /I L MAXIt 1't Mta: Y MAX 1 MAXC11II ANTS LENGTH ..._-. _ _.___ ..._--- pP EL ANEL PANEL LF3NGTH d AN l€NG7/t B LE7�IH D 1 -r w £__. __ __1.. _ SEE ELEVATON I A -. SEE ELEVAT�N R I SEE ELEVATION ( O SEE ELEVATION �F"' ( { 6 T I! I '�. O!! SHEET !T N 1 I q f• uln. I ; oN SHEET 72) _ ON SHEET ta3 I t• MIn. 1 ) - .�_.._.I ¢N SHEET taj 1} IY'-SEPARATIONI i U I Ir"-sEPARAT117M• I C q __Y_. .. 11 TO GLASS, I p„__ _ R I '.A -f - 1 I a G r —, i I t 1 J I '" 1 I B` % I 1 . r' . s r /. i b. E.o.r ED. e.0. 1 E D. t 1 1. Y j 7 t ej 6 Y �, d i �. d ` •.SEE TABLE #1 FOR . MAX. A.S.D. DESIGN LOADS & MAX" PANEL LENGTHS WFEN SPACER IS • SEE TABLE #1 FOR MAX. AS.O. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS r4' �' J USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET' 6 USED, CO�tESPONDINO ONLY TO ALTERNATE 2W ON SHEET 6 (_ e T' 1 1? I I e tz yr w i E01 + ,. 1�, _. _L_� EO 1 �__ —f � . ; i ! ����y `�-. - - W 3/4' ` _w1_..-__j _L_.— _) EQ -"S3. I�eX `• N.s EO t � 4• Y3: r, > 7" - t w 9octs w tb �T F' �r O r2 1 Q.C. f • £2 t/0 Oz.C-L') 5/4'a TAPCOH • 1 4"a TAPCON ':.- 1/4"# TAPCON L.-,1/4'# TAPGON ,j r � AS D. DESXRI LOAD MO PANEL ANCHOR O BY O.C. ANCHOR O 9" o,C. ANC110R O 9" O.C, ANCHOR O 9` O,C. O O LE1L+ E%IST84G PWRED CONCRETE OR i EXISTING POURED CONCRETE OR EtOGRN7C POURED CONCRETE OR EtOSRNG Trot RED CONCRETE OR I `-Z:ONCRETE BLOCK REQUIRED. `-DONCTIM BLOCK REOUNFA. ���ONCI2ETE 9LOC% REQURED.-'L`gYCRE(E BLOCK REQUIRED. U 40 PSF OR LESS 6'-B' �. � L .a SECTION R-1A 5E [C ON R-tB SECTION R-2A cc , > 40 PSF TO 50 PSF 6' -2" O REGULAR PANELS �j, AfE7Y PANEL O REGULAR PANELS O FE SA PANEL � � 4- W > 50 PSF TO 80 PSF 5`-10•.-.- A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS I - ­ - - I - __._­=_­=� -14 zi:z==��z=__ - - . =_ - - - / i WALL Trl INEXS MALL MQ S-11 $S W/ PANEL MATE F,,, .AIA(.E ID OR PANEL MATE PLUS SOLE s/e't^ t nnl! n%ff4j'r�rr�r SCALE 3fTs>•1• ANCHORS &. W/ & S lLwa fr ,/2` o.C. yL�?;.••tGE�t `�V 4C ,•........,11 No. 4I 7%� -, EN FLORIDA BUILDING CODE Non High Velpci Hurricane Zone *,. 6 FLDRIDA BUILDING CODE Non High VelocityHurricane Zone) z N 44487 *1 WAN STATE OF :'tr ` aRNw rD Rxo2D IRA= so, rx = 9207U MtEos, W. r.P 24 GAGE GALVANIZED STEEL STORIA PANEL 24 GAGE GALVANIZED STEEL STORM PANEL a'•, ATE OF 1 L ne. L PROTECTION PRODUCTS, LLC. Q//`',x c dS tDR _ TIME C G ENc. GLOBAL PROTECTION PRODUCT'S, LLC. Q'PAM 9 , >! a 4M S.W. 51 STREETr j�NAL ANY 4503 S.W. 51 STREET y 0,q , OR 110 ; �� f - 9W" R X A x$10 w/xW. R EN47 oAM n J3at4 20-175 14',. S , I.... • VyG / -. Prot n�ua_ . e. , _osro 4n-.TR PNty (n4 m 7a4s PAk i9e4MN em T //- r//l///!l/lNtit / - 4"� £La Rr.• .- w. ]ro.'MroY Gx#'d[ R ittM' n" =14 2(T-17S CA-00wi9 'fir ausion N°' P .•mA w.d.r. - r, xP,xww rc. ws,M1 ORWR16 No: r rrl/rf. 1111fiN1£- Wr11E8 A M PL ao IL D —: 0`44n-1xtl. r -- PNDI . L9y4"-754T., FM (ou)'00-5797 CA-OIMM719 PL SFAt/9bNUYRFJWIE R# 1 0. 00:4 P,E. eA - - flIELT ti � FB Sl172T 13 Dr 15 N MAILS FOR UFE SAEETY PANEL (1 INSTALLAMN DUALS FOR Ft E SAFETY PANEL C� INTO POURED CONCRETE OR CONCRETE BLACK STRUCTURES 9/4'a TAPCOH rlNc PauR€n t/4r TAocow_�s>PQURm aHCNpR a B" ¢.c, ANCImE a 9'' o.c.' ., 2 i - r/L. nQi� 1 2' 1/2 W t f va MAX !1 £ --__ _! E.ar I E.O.• i j !� f I f I ' +IIIIIII� _ j i 1 I - 1 ;. 1 M n. I M t 1 - a•-SEPARA I ' FX6fYBG�B Ij4 eW.la w Q TD GLASS. _ '-r. E04T31• I a". D .J._w NE4 ..__.:._:: .....t- ` AT FA aAt 9_ _.. w.. ,._,_- Q I P mN EXISitLR• 1__1O I 1 GLASS _ - - _`-- p _ ._ . ...... . ®_. Y I Lrr 9 I E 't" MAX 5 t F', R MpN B I — PANEL IVAITOI C- _ .�,,..,- _ P (SEE ELEVATION CL �.-1_ _._ 8" PAhRL tEd4GTH j 1' lTx1. 1 CH SHEET /2j I 1 __ .! ON SHEET f2) g�SF3ARA 1 ) Ik ro CUSS. I,__,_..� i I i ' V2 ! 1 I i b, castING POliAEO� La• I EXISTING POURED[ I` 0 , I I I CD =3 CONCRETE QR I „- CCItlCREii OR tt CY9NCR [ ? G TE BLOCI€ f .> 'L.i I i ENE 0 DCK RE77uNE'D, 1 n V=• at ' REQUIRED. } {'alD1 Y ! __1_ _j + J_ _S 0 t/4'# PANELMATE 1-0. ' Ij4'# PANELMATE Ply$ ��•�•TI% w 0- ANCHOR O 72 if2" O.R ANCHixt (BEYOND) �.IFE SAFN YP/SLL MOUNTINGS U SCALE 3i&•1' '�//�� V! S�agE4t EA•'r'�(/rJNS'R s FLORIDA BUILDING CODE Non Hi h Veloci Hurricone Zone i 1T * * °N°0 tzrEzn' "K 24 GAGE GALVANIZED STEEL STORM PANEL "� Q o :• STATE O i tt m /n s /2G7e ' 0 : FioRto Tt L. E C O �N�. PRotEcnoN PRODucts, U.C. DATE. �y�F TYUT a COIN 480D B% 51 STREET r''v /QhiAL ., •/ 4R, TM4 RL; ra Sr. wwla4 a4ma: R mPn. DAM, rt_ 335/4 20-i 75 aftNillINHNIt74Lt E""r ..k,' 5 #H-.: PK12NE; (95l). -734S, FNa {p54)989.5797 Z CA-40WIS w• 4,ans a1.., — rR � PL �/tYOE rVann A t9N JY. P.G atQ ,7„4 SFIEET I{ M 16 f 4 BM 44 r•Y LL SHEET NO. SH 1A ,�jdiZCLOSURES DETAILS FOR INSTALLATION IN DESIGN PANEL 4. FEMALE a t2' as Sit Lw-H�7aR'aR Ta roar 70 ,- SCALE 1/#"r4" SCALE if4'=1` SCALE if#">•1• SCALE 1/4"el' 0 �_ Lj L. . - w mi MAXIMUM M To 11 i ill III ANCHOR M LS w/ OMMM :• No, 44�'(?% •: Z SURFACE LEVEL VARYATKINS WITHIN =J� IS TWHOLE ass CONCRETE SLOW CONCRETE BLOCK REWIRED. I/ REQUIRED a) C 11 11 At IF AN VWVANN PANEL 41011, TOM COMM IL. OVERLAP POURED CONCRETE STRUCTURES, SAFETY 8c E—Z HANG S�,�tyl. PANEL. C7 SYSTEMS / / 1 1 ' OR 1 � .� � ,� i eoaa re u pi AHiu111 �y 1M%. AS.D. PRESSURE RATYNF, (P•••T•) LUXIMW ANCHORS SPACING FOR EA..+AS SHOWN ON SHEEES 8 & 7 APPLICABLE ro A AN'R 1 OF THEN p LENGTH *L' (it) (tL} TAPCOM LAG SCREW I � �� WOOD RUSHING 13, t 3 43' 13" ,3- w (IQP) Ia. 13' 13' 7 3 13' tw BOTTTRA (BOTTOM) ff 1/z• s 1/Y $ t/z" a 1/2` s 1/2" O�) - a t/a" 12 ,/z' d 1/a" (BOB.=} s.�• s- e" 3W 7 13' 13" W -45 4-aS. IESs 13" i * 3 73' 3 8 k 2" Yf 13' 13` t3` F3' d" iW (BOTTOM) d 1/2' 8 t 2" f B 1 2" / 8 1/2- 5 , 2" f (TOP) 7 e # tz i 2° >8'-0` 4 1/2• 4` a 1fY 6 1/Y t4•_4• 4 I/2" 4 7' - 3w (BOITCRA) 10 t%2' 9 ?/2` 12' 12" i3' f3' 13` 43• / (BOTTOM) ffF S7£ETS 78 4 56 EDR NiO-44R9 TYPE } 9PACRtO tbR 9ISfNt4ttON5 INnt 114)00 FAME 84PI-094Tl3. YNBIAAA AfBCV10R SPAPxt108 NA IANlliaf EDGE DLR9'AYB£E Hai 90iS9itE0 ON 76n5 SCIa:OOIE. FOR 60. LESS Tti4N 11171rATED ON 7xTwTXRi RiS%k"E A1X.Y7PR SPACING BY MilLnPLY1NG SPACE a+oaN IXt SCFIE941tE (!r ONE ETX11OtTHI FACt6dD. FOR itUS OPERAi#xt m 97E RE011GEO SWICNMfr aaTnx+® ti3PA0 FACTOR SPN.L NOT � IRS T:iraN tn7miWN SPADING 9ASIC^A1ED FflPL f.OLH NzAa%t TYPE ON THE arhmlAE. If4• tf41 tFaXal 1#tYN. ANtlMA BPA091D (xx) 3 3 'waroR4eta CaerM. On•) 3 3 q,AN,W tbraii 3 ? ff2 MaIWa H.o.1 ACRW. 81C[ a4R112E �.Sf?. WIRIpR St MAX. A5.0: . �' ��E (p.s.i.} IAAXtIR7M ANCHORS SPACING FOR ED. r AS MOWN ON SHEETS 8 k 7 APPLICABLE �' � Tt+� MAXIMUM PANEL �� (Na TAF�OD!➢ LAfi, SCREVf PPNFSIMTE FF1d4.f ID pANfLTE PLflS �y�D � 13` YS" 13" i3" b' tw GwTTOM) t e -fY , " 8 /2 1 9 /2 et • /a BOY. / (tOPj - - d t/a" Iz 1Jz' a 1/a' 2W (inTr,•) s'�• Y 7 1/2' $' a" sw tTaP) It58 7 t / 2 $" 8` a" - aw (BOTTOM) U" 1 ' 3 73' 13' tY N (1� -a8 Tp #7s, as 13" 13' t3" 3 t 4w ) 13" 3' /w i3' 13' 73' 73' 6 t/4` Iw (BOTTOM) 8 9 f2 B 2` f Ht 2* r 87.- /R Bi " /2 c _ 8 f 4" 7 2t 81+* PW ro a i/a' s• 7 tjz" 7 ,/z' - (�) 7•_y 5" 5 1/2" 8' 8° - 3w ieOTTON) i/a' W (SDP) i Y 73'(BOi10A1) 4w MAX. AS.D. PRESSURE �>�Nc - LlAXM1N ANCH(�' SPA(WEO FOR M97 £.D. PEFt SCHEDULE BELOW APPLJOA&F � MA%111UM LENGTH (R•) MAX ASD. PRE5SL67B (P•efj 46VOA81E1 ANCNKIR3 SPAfNNO FOR MN Fes. PER SC7NIiz3ULE 1)QOW APpUCIEtJ RN70MWd LENGTH !) TAPCX'JH SOLID-5E7 � T` 7.AMAG-NAtLD/ CALK-iM a �. TMrDDN SOLID-SfY' P TE FfMNi N PANk1MA7E PLLPS 7jd�iNC-WAIDM G$X-N 8 �, m m m m m m 1 m m m m m m � T�oa +46� #S LES9 ts' 7J' i3* t3' ,Y 13" t3' t3• 13` i3" IS' 73' i (tOP B,�, OR1/2 LE�3 "1"�,ro +W, -Bb 73" t3" iJ' t3" 13' ta' f3' /3' i3" t1* 13" ?i 121 / (TGP) B'-0' OR tFS4 13' 93" t3° tY iJ' Y3` TJ" t} 1J' 13" is" 13" t (@OTiON} ?3" 73' A3' 13" f3' 13' f3' 43' 73' t3" 73' 91 if2 1 {'BDLNM} 13' ,3' i3' 1J` t3' 13' t3' 13` t3' t3"(iCP) is 73' 73' 13' iJ' 13' 13' 13` 43" 93' t3` 77 1/2. 2 (TOP) 73' t3' t} 3 3 i3"BOTTOM 2 13' 13' 73' t3' 1 3° 13' /' 3 : tY t 3 t" J 3 %a ( BOT10M) 13 i3 ?J• tJ 13 1J 73 ?3. 13" 73 73 73" 3 iloP) 13 13 i3 t3 .3 !3 13 iJ tY ti3* 13 f2 {TOP) - 12 1/2 12 }f2 Q i/4' 8 1/4` 2 1/2 52 if2' - Q i/4" -6 1/4" 3 (�TfOM) - - 5 i/4 6 7/4` 3 (BtlTTOM) 8' $' 7 t/2. 4 (TW') 8' 5 1/Y. $' $' 8" B 1f2' e' 8' S" # (YtlP) B, a, s _ a` _ e'` _ a. - (TTGA1j $` - $° - 8* - $" - e' - 8' - # BO TTOY4 i3' t3` 7S' 13' 7J` 73' 13" 13" 73' iJ• 5 (TER•) 13' t3' 13• 13' t3' 13' 1J` f3' i3' t3" 13° it ,f S (TOP) iS' t3' 13" t3` 13' 13" 13' 13' 13` iS' 13' f3• 5 (BOTTOM) tJ• 1S 13' 73' 13' f3' iS' 13' 13• i3' t3* ii iJ2 S (ROfE07A) t3' 13" i3" 13' i3` 13' 73" 1J• 13" 1J° /3' i3" 6 {YL9Pj 13" 13' £3' 43' t3• t3" 13" 13' t3" i3' _ B t14" B If4":8 tfa' C tl4` - 8 tJ#" btl4` 6 {SpiT." - Q t/+' ff 7/4` 5 iJ+' 8 tf+` - _ _ _. 8 t/4' 5 if#' E (80TT•••}.. 1J' S" 73` 10 t/2 /3' Y ?3' 7" 7 9f2 S 1(2 is' a S/Y i f(DP) > ,-8, TO 14'-4' 13` e' 13' 13' 73" 8 t/2' f3' $ t/Y 9 t/2' a iJ2` i3' S Ij2' t (TOPj >$,-8, TO 9 -d" 9 t/2 1p 1J2 7 //2 13" 6" 1 (BOTTOM) 13" 7 1/Y.. f3' t3" 73" SO' 13' 1D" 7f' 8' is* 5 IJ2" 7. (BOTTOM).. 13" S" 13' ttl t f3" 7" iJ" Y 7 if2: $i/2. t3' 4 iJ2' 2 (79'W) iS" 8" 13" 13` iJ" 8 if2" iS" $ iJ2' 9 1/a" 8 ,fY 13" 5 1/2" 2(tOP) 13' Y f3' 13` 13' 9 I/2 t3' B 1f2 10 f/2 7 1/2 iJ" fr f/2' 2..(i�T70Y) 13' 7 t/Y 13' t3' iF 10' tY 90` tt' d' 13' S I/2' 2 (80TTOM) 73' Y 1J' 13' t3' 9 if2 13' ¢. if2 70 if2 7 1(2 13' S S/2' 3 (T4pj 13" 7 t/Y 73` t3' 13: t0' 13' TO` if` 8" 13" a 1/2'" 3 (TOP) - - t2 7f2`72 ?lR'8 1/4' $ 11+" 2 tl2' $ If4^. - _ b k/+" 6 £/+" 3 (BOTTOM} - - a 7f2"t2.: if2' $if4" 8 If4` a iJ -72 1/2" ». - 6 TEAT" 8 Il4".3 (BOTTOM} T a' 8" 5 t/2` 7• 3 t/Y 8' i' + t/a' Y 6 1/2' 3' # ('TOP) 7 f/2' 3' $' 6' T 4' e" 4' d fl2" 3 t/Y 8 7/2" 3" + (mP) g• 6` $' $' S t/2" 7 i + (BOTTOM} e' - $" - 9' - a" - S i/2' 7 1/2` - 4 (BOTTOPd} 93' Y 13` 13' 13' 9.Rf2' 76 Ij2' 1 1/2• 13" B" ) 13" '8 t/Y 13" 73" 93" 1D` : 13` SO" TI'` $' 73' Y ts' i3" 13' B tfa' 93' 9 if2' 10 tf 7 1/2" t3` b i/2' a (BaTfOM) f3" S t/2' 13' 13' 73" 10` 13' 70' 71' $'(BORON) 1S 7D tf 13' Y1/Y 1S e' t3' f3' f3' 8 ,/2' f3' 9 t/2' 9 - 6 1/4•. 6 i/4 -- - - e If4" 8 i 4` B {acrrr.••) - - 4 1 4". - - - - 6 1f#'. 8 1/4" B SEE SMEfT tt FT1R NJCNOp9 tYPF a S`PAOA,G FOR iN5TN1AtIDt6 Mm wLfN1 FNnIE &NL#10i. • wfRt1A1 A4fYNR SPACtllOS AIffi YRE9WY LacE �TANC£ ARE wpaTEa DN nos SdaD1A.E. FQR e:Q. Less lltw tl,li�itED oN st2YEDuu REvuGe A9K7KtR SMt91D tw la+ttlpsrmo sPADRro SNOw41 m SCtiEOIAE BY TILE FaLLGlw410 rACn]RS, FOR 7F0S ¢PEPATXRI TO BE POSSMIE. REpDAED SPAfJA'G 176TARlEp U5:NO FACTGt 4iN1 NOT � LE.45 THN tANWULf SPAC,NO NO$httb FDR rAT21 AW%WR OWE 01, 71#S SCteftULE t/4'. ij4a if45, tj#1 TJ4Y i aoEet-SET -1(4'P 7ANrc-•NN1a+ cwe-N IRN4aA/ AKKaNOR SM�O9M, (�.) 3 3- 3 3 3/f2' 2if2 McAMtatEDQ LNJ a... a iJT' r - 3 3 tjr _ s WA11/21EtLi ROPre J 3 STY 5 Ij2" ? Ij2 3 tfM 4 Af:ItVt ®BE O<S'81NGC FAOT�i x ass am - t+m - a#t +'+ SPAL3NGS ONLY VP.LtD WHEN SP,0.CER(�IS USED, SEE f FOR MAX. A:S,D. DESIGN LOADB & MAX. PANEL LENGTFkS 4w4iEN FACER ' r. .� �_.®ANCt10R$ (SEE 5€I:TYON5 A ALl£RNATNFS Ott SHEE15 73, 14, tS drt 8} D.M.,Q. 3' wsx. R-iA,ji3, R-7A%i3, R-3Af`t4, R-7B/13, !t-2B/13. R»3B/94, 3" �. +' - R-tAW/75, R-2AWjt5. R-3AW/18. R-1BW/75. R-28W/i$, R-3BYPjtB. t" �` �? €7 t> Ip � t Ct O O t�, ' j !t i i j � i1 � If I t `p I � i jj I I i!� �� `2 I f I 1 I Lf 1 1 I � :I'Y I I i ; If4"o-zoxr s.s. � ;I i I i .�. � 1 i � � � j I (USE FOR PANEL LENGi1+ I i [ ` j � PINE#, Lf77GItY j i� l� 1 OVER r-d� t ! g 1 S ! j k �: I I � #t; i � I I I i �!P 8'-9' +sa0 -40.0 f. p f . REGULAR STORM PANEL 4 =. � O p9. 1';REGUTAR 5T(iRi# ANfi ; i P I 1 I f ) 4`. / T) P L i OL£fiAP I,7gf PANEL LENGTH BO i (W , I I I - I - �� a � I 1 I } ! `" j i UfE eaFETY STaRFi PAf1EL � 1 "' 1 i S I � t Y-s• o +Sao -a4,a p.#,9. ' I � i != 1 r 1 f 3 ' I � y I {w/o Os'€RLAP M� PANEL LENGTH BST) 1 a £ i t. ) 1 9 t i I I 1 i { 1 f I M USE 2'-B" MDt. PANEL i 9 LENGTH A 1 ( 1 iY c 1 , i i � � - -....- S.S. 4 � xt � r - _ _ - : - - 4 1 S � - -' r - AT ALL iAOtNJT9ia ._ 1 ! 1 t 1 � y I t t AT Caw - ;f �r EA. i "T i i i S� Y 1`_ p{ I l i j 9' I =,t I I t i i L 4 __ P _ _ _M' _ 2f I9OfC11E5 AT STUD "'?—•-_1 ____y. � [- .- __1 g i I I` E -1 1 1 t LIFE f 3 O SA.Ft1V"`" £ s i I t � `1 s } (� PANEL BO I,�(STALLATiON D;Lj'A�I.,S FOR SAFETY PANEL INTO WO{?D STRUCTURES � �,..7�,�i } £l7UntE0 � /. WDOp� ,,,,,,, wQOO HGAD€4t 1�-�R'EWa1€b t � ' f 4°# TAPC¢N ,/i'a TAPiDht f � i 4'a TMCOP7 11 t 4"# TAPCON d \\ O 8` Q.C. y. % - ANCHOR O 9" D.C.O:C. i�, , HOR O e" O.C. \, }` OR O 9' O.C. i i t } `��'t ' 7J2' ir2" ' tom, ,.If4' y 1/4' k ��l 11, ,1 i� � MAX � I (\ !` \ / itk\ l� � I� lY9L —� / iI �1 I. \ \ 2 2' E 1 Y` 1 v`k AGn t � � t i )AIt+- ' I e % L � M�+ ! � � '..� r tlln, k .� 1 1 1 c. r... • .T W _ „_„$$ t%tTs. w i I ;. t/47-0Ort __ If4Y-Nln' ""9.s aa.155w eXtstl n a.- t9ifs4 �1 I a----< -t- At a� T%rsttyR.RR - I B_ .T-_,j• -,- -= s Ex 1 ' SS 7701.18 W 1 a .' I Nao� tl 1 GLASS Q^.__ _._- I— --- N a 0 � E%518N�,,,a 1 � Gt>455 u _ _,_:-.=--- acr=�. ir- DA RIRPpa 1 EX6nj�-II ' 1 ar-- �a � I GLASS a .�.....t __".-.. ..._._,N 1 8 I tnan++QATc Y-,97 i OL455 II .f"..,t 1 i I � A-._.._-,., _ 1 f PANEL tENCiiI fH! �� i i�� I � .,._... � PAN0. L€NCDI -�-`��--T- ---I �Mmi. #----�-"— " 6- n Q• n1• (SEE ELEVATON {SEE ETEVAT�H PANEL Lf,kiM � I 6 WE SHEET 12) an_,....,.�-.-,., 1 � I R 1 ON SHEET i2) u_,.- -_- ELEVATION •---�-�.�1. • (sE€ i1€R'AtfON I --....?.. ,-a,.l n..--...,.________ (SEE B _7 1-. E off 5N£EY 72) !. 4 ,�j n I Imo____._____. f ;.oN SHEETt2) I I R t' biQ. 1 _�:1 u ,• w, i I �—v - e---s€PAaAtTa+ I i I } III,,,_-_��.. I 1 a ,' MirL , � a TO CLASS .1._,_ w7i { ( u 7" Y� �AS�S tl TO OLAH§. I Lla � �� 70 I. 6 u '� t 8�, ( TIP--- � A � ..._ I _(�) M i� Q t � 3 _ ,e .% t z ijt "s 1 ♦ 72 yr �_.J 4 EQ. � �: r- I �. t - EQ, if2" .. 4k 4• i 9 t a L_-�S,,RYs Eo. f (i • 12 1 0.4. ? i�a„a..,. y` �_....� ��+ 1 11 � i� ) 1 k '� 2`x4` 4-7- 1' "} � i �', 1) PLATE Y i i f t ' �} jI I 1 a`4 TAPCON I ' 1I i�I f 4'► TAPC¢N REQUIRED 1 1 i 1 i +'► TIPCDH Yx4" WOOD I 1 11 i 11 a 12 1 aC ' `k I ' �; li OR O 9` O.C. � I -t I I ANCNOp O 9` Q.C. Q i I � ANCHOR O 9' O.C. IL» 1 � �4'# TAP4"QN I � 1 { !STAGC.EREOwJ.SNO * g J $ �` 4TAGGERFDWI STUD ` : � 1 ANCHOR O 9" O.C. I f i xx4 w(taD 2'x#' ,rest It. ; � ; 1, j � � � I Ir R€OItIREO ....� � .-J_.t-+'t� I ` I I ! i '<` —!{"I` v`- j1: `. (LTV`.. Lary , e RE�U�L,ir�Ls .�#, FF � d��I �(,�{„�, M(?UNTINGS En+tEN W�,J NOUNTINt� SOLE 3/art' � TIC ulry,� SCJE.E 3Ja¢,• �3"� EIdS 5` FLORtDA BUILDING CODE Non HI h Ye(oo Hurricone Zona z 4£m2Q Ta11aw. AK. rr. 7, iNStALLA'1T0N ARE ONLY VAL9D FDR A.S.D. DESIGN � O. 4dI67 ' F 24 GAGE GALVANIZED STEEL STORM PANEL , �., - PRE55URf RATBJGS (p.e,f) AND PANf1 LENGTHS AS 'x' ; *--.-�.� '.._ m(njmQ PER Et.€vATtDN ozl SHEET 12. ;,.�,'•. 5(ATEOTk':';7'+�"��P•� 1161ECO (nC, AL PROTECTION PRODUCTSI LLC, pQE; 2, FDR NEVf WOOD FRAME CONSTRUC770N: WOOD gt ' F � .. }. nEm sw. 51 a11tEEr �'�Oro �ORL4, '� MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC . YM:Sexw.rSro:wRw"°w•o•.nxuw '.n<.Taas4 20-975 DENSITY OF 0.55 OR EQUAL. `••... ••. • i � r,r• : D+s, e, PHOPc, (9s4)ca9-75se, rAx (+L4.`•57» .-,ae M,•eaarr, �yy ,Pe H i%Rrbr e,4 $Ivry UF0000719 rtxr t4,r•r41 Y4t WHN# tp: r4MiH L7)I eDNNU�JH4TE 1wE.tiR A Min i.. PL .4D ttl • - SKIT Y5 � 75 4 MAX A.S.D.. �I� (RntYN� lA0.7OEfUM ANCHORS $PAGr7¢ FOR 6$t'N &D. PER SCHEDULE BELOW �� .� « �, NA%IARR.f 1F7�1jp N fn.) WLX, A.5,0, PRESSURE (Pa� MAXIMUM ANCHORS SPACING FOR MN E.¢, PER SCHEDULE BELOW APPLICABLE � MA%WUM LENGTH rAP[;aN SOLID -SET P - � PIA aAMC-NAILBi CAltt-N TMCON BOIJD-SET �f ro P� ZAI Ri Gct1C-N g � m ro m m m � m t° E i6 '°fn,j`f012'8t2`"612`7t412'1t3"tY13'13•t3'73"f3"1J't3'12"13'f0'1IJ`5'13/13/13/YiS/73'11't3't3'13'13'13'1S•13`tY73'70'1(BORON)13't/2'13•73'1Y >+BB, -65-- +76,-7S13"7Ij2' ' S.-g LIIS7f2"51f2'2Ij2"#{TOp) 5-19'--121/22/ff1/4'S1t/2121/51/4'3(80TTOM)OFt2t/C-•6tj#°6if#'s{a0770M}ORQ"#t/2' LLSSa'-s' 9'3'9`iD/2'73'Si(BOTTOM) tt' Y3' t" S32OTaM1t1r3'999O13`Q21t'1103'Y t73' t3• 1S ,s' 72`73'10(T)3/3/2/f2/(TOR)73' ^ zoPI• s• "t07S9"BSY t3zs13a 71 £'612"2 s" 11'13 tJ'i3"73",3'13'J23()/2Y•3912''812'fOi373'71'1S"13'3'73'iS`t2'SS"10(T�') J31s`/2i2/ 13' Y 13` 73' 13"/13//2ll` 8`(TtlP) #(TOP} -(ttoTroMjQ'-a if2•a"-s' Y-s (Bo1TON)t3'tt' tY 73' 13'13' t3',3' 73' S2'73"10'S OOP) t3'6t//2'73'6'S {TOP) 13'it' 13`13" 13`73'13"t3'tJ' t2'13" 10'S(11QTPOMjIS'7'TS'13`73"a,/2'i3'5 i/2'0 I/Y73"Q"S(BOB¢44) 13" 11`IS'13'IS73'13• tY13"70'B(f�)13'S'tJ'tOt/213"8£jY13`8f/Y7 1/2•13'#7/2'6 (TORj 8i/4'4tf;'Q1/4'a1/#"--81/4.8 (BOR«)>+75T,0-73 _ _d t4`6 tf#' 6t/#•8Ij4' 8t/#"Q1/4'B/Js"bt/;'a(BOTT.•+) iJ' ,3'73' f0' 73'70' 1i' Q'iS' a i/2'1 (LOP)+tiq599A73'S't/2' >B'-8, ro 0-0' 73' 8 f/2' t3" 6 t/2' 7 i/Yt3'4t2't (TOP) > .-®. 7p Y-5' IS' 7 1/2' t3" 13' I3'D Ij2' t3"tO i/2it iJ2" e'13"Y1(BQT10M)t3".61/2"f3'13'73"9"13"4'70J2" t3'6" i (BOTtOMj 13"7 t/2' 73'iJ' 13"t0'13'10' i1° 8'13'B Y/2'2 {TOP)3` 5' f3"0 !J243'61/2'73'61/2'7t/2'13'#t/2'2(TOF+i 13"71/2t3'13't3`0t/213't01f2i1t/2&"iJ'Ya{BpBOM)13'Yt3'iJ'73'9if2"f3'9Ij2"¢i/2', 13' a t/2' 2 (BORON). 13" 7 1/Y. lJ' t3' IF 10 ,D Ij2 fS' O 11,211, fj2' 8' iJ" Y 3 {TOP) iS• 7' : 13" 1S' t3" 8 Y/2' 93" 9 if2° t0 YJ2" 7 iJ2' 13' B' 3 ('I'� 12 1/2' 2 1/2 8 i/#' 9 //4" t2 1/2 ' B Ile - - B 1/4 ' 8 1/4 ' 3 (BOTTOM) - 2 7 '12 l 2 B t #' 8 7 {' 2 1 2 6 f #• - - 8 I/4` 6 1/4 ' 3 (BOTTOM) 3 1/2' 8° 8' 7 t/Y #' a' 4 t/2' S' 3 1/2" Y 3' #{TOP) 7" 3' 8` S 1J1' T ] 1/2` B' s' 8 t/2` 2 i/2":# (TOP) $' 8" Q" 8" 9' ♦ (BOTTOM) B" b s/2`. 8' d" a 9/2' Y (BOBOEf} L,-,Ilr 7 1/2' 43` iS' 13' t0 1/2 ,J' i0 1/2 71 if2' 8' 13' 7' S (TOP) /3` 5 t/a` 9' iJ` 9' 70• 7 FJY IJ' S {TOPj 7 t/Y t3" 73' 13'T3' 10 1/2 11 1/(BOTfOY) 73" Y 13' 13' t3" 9 if2" 13° 9 t/2" 90 1/2' 7 Ij2' 13' b" 9 (BOTTOLI). Y1tfY(�)13'1"a1/Y1J'BIj2"71/2"Q7J2' :..- 73•4T/Y${TOP)4' S £/#' 6 (�T£•") - - $ ]/4` Q If4" B tj#' B 9j4' - - - Q BEE SN#T7 it FOR ANCHOR4 lYPE d SPAGarE 9TLR #191AL1ATIdS .AD WOOD FRAME . # fiWN1uN AttL`aaR SPr42NGS AM MAt4EMl EDGE DyS1•nCE ARE 1I,aICJPTatDN THIS BILE. r� E,D. Y.4"IS ifIAH IIiDKiE7E0 QNSre1LDIAE 10EDUCf MOPBDR BPAtYaO 8Y NUL'npLYKlO $P#.MN9 Sliplw7 (Pt �IEixae Be THE FouaasM nataAa MR iHC9 oPOMmN m BE POSSIBLE. WE91KE0 sYACNd OBTNNEO ttE97O FACTOR StUJJ. 1Xii BE IL56 Tf#W HpafAlY fiyAC/iC 9ADCAtm rt%t FACN AIOttOR TYPE ON 7M9 SCHEDULE. 9j#"a 7:$a 9f4'e 1J41 Ij4'. tj#". ANt9NGR irvE .. wP�slt 5mm-aEr � -3 ovlc-W YleAIAE A7M.i10a SPINNO {SL) 3 3 } Y 1/2' ] ,/2 MNItMA, Et7dE �) 3 3,/E" r 3 3 Y/2• 3 WriAlPfE IE2k) ffi�[)nQ 4tat R+ 3 3fir 3s/2` 31jR 3,J7" AL't191. NODE BP38QNCE FACTOR i Vg' a3S - - __..5 tJz' � Lm r.oQ - tm ,.aD +*5PACENGS ONLY VALID WHEN SPACER IS USE!). SEE T i FOR MAX. AS•D. �SiGN (i%ADS &MAX. PANF1 WHEN SPM�R IS SEE SHEETS 4b 8 t6. MR •NCIifYi5 AIe5011 TYPE 1/4.• TYPE k 9PACN,D FOR 9�fALlATpK4 N,fO n1PCM, YR7RWY ANCHOR 5PAE1N08SPAC1N08 Nib NR/MVN ARM. NCpR QN�A in3 3 #t�,�y4� '77N,w.1e CnJ 3 EOOE DISTANCE ARE PNOR:.AlEO ON ills$ +uC1iF0YA.E. FOR E.D. LESS Tt1AN INDICATED ON SCHEDULE RNUCE ANCHOR S7 aerAKup:W ePxx � i 3 B! M1A3&tYWG SPACB� SHOWN ON T.wFRDUIE BY THE FGIEANIC FACSORS. FOR IIXS OPERATOR TO BE P21S�tE, AD11111 � � � �, � 1 Ij2' 0.06 RP�IJCEO SPACING OBTANEO USBKf FACTOR 5tE+lt N07 t� LL5'8 t1,4:.7 Z ,�. -,� BAt _.�. p _ OAe YINMUY SPJOINO NDIOATED FOR F/CN AIY9IDR TYPE ON INS 5C>IFDULE ^— —_ 3i _ ' O I�IjQ 4Y��I�$�RUC'�tIRES ✓ i *''`` / W000 HEADER •/ HEASR:R / , 4'# TAPCDN I , 4"# TAPCON 1 i ,\ P I NOR O B O.C. � r' 1 CF70R O 9' O.C, !n'J4 �'Tav ��° t/a I fT "`'E j IJa. .__..._---__ � f2L` �} t f� � 1 I i 1 I i I I I 1 I ��i I ! � I r/4v-asr• p I I N _ _ -3s Rats w t7OSn I t/41-tmr' IL7t.A . _._ .; -n &" GLASS Ji . 'QS. A%iS w � �t111 R _ _, _ to _.. _ ` . ; _- tulE It i �s'a1-G-il it I � uTlwx ohtt Y•dT p % i 1 ! 1" MAtt. F IY - A � T _�� PANEL IiNCT1N �=�.-.__ _, t -�`-r=- 8` PANEL LENGTH (SEE fLfYAT9JN 71 i I ON sHEEfAf� I� i _ ON SHEET 12) � u I I n �t ' 11 1' Min t I rr�•---„-�, -:a (,..- I I i!I•--SEPARATeON— S , , , I , ;� Goss. i '..�J t To ( LJ i IaF•--sErPARA�noN - R I GLASS. 1 I 8, ,a E0. i e a 1/f OO � I • tR Vr ac I I , I I� a•:4• wo42 I '' � RarE I t' j� 1 T PLATE ,f ' ��# REQUIRED � i S I -, I i 4'a PATRIWTE PLUS REQUIRED t. I i/#'# PANELMA7E PLUS I "�HOR O la t/2° O.C. ' ANCFKN O 12 t/2' O.C. `� i' GIs I t t i _•. i . 'I f I i � p I r; ^V' _Ln ALTERNATIVE R-. �$�GiILAR PANELS � J.I $/!ES PANEL , awnHErEEr WALL MOUNTiNQS ���R A. TI((jr �� srAi.E 3/sA+t" y�GEIu�E. � NQIF�. a D 1ST = FLORIDA BUILDING CODE Non High Velocity Nu cons Zone) � * ; * aswm Tsttco. Nc F). ' 24 GAGE GALVANIZED STEEL STORM PANEL 1. INSTALLATION ARE ONLY VALID FOR MAX,MRX, A.S.O.AS.D. S k STATE OF ,'LEr�i b4g1, tir: DESIGN PRESSURE RATINGS (p.e:t) AND PANEL %�OF, ,�LDR _,.—,:...,�• GLOBAL PROTECTION PRODUCT'S. LENGTHS AS PER ELEVATION ON. SHEET 72. h�C � w� t. rrhrr S10NAL�^N 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD j ••x,r�LiJ • :. � Y aNSE'wn9rw1�4 +NNNNNNNt N y' wx r. a. mwxow nam#,R»rw 2G-175 MEMBERS TO BE SOUTHERN FINE No 2° W/ SPECIFIC [ P1fON[: {954jw-t545. FAX- (95+j�9-a797 DENSITY OF 0.55 OR EQUAL. OA-W08779 P.E. S£N•j9M'NAT4YR'.jQaE wN.tiR A h... PL a0 frt t RNEE! SO Of 19 , _.,., mF .,...:,,: 9°SI<1,.-"> .,",-.. _ 6 .1,y� s\ yc. ,..�,�: s-,M. q'V . <c ._. :'X', ^k .. •zrisracen' . .."-..-•.,._sJ ,..4, A. ..-•--: _.1 :._ - • .-:_ :�-. ..:_. VF EPHIMME111 1=111nal 3: M-, 15EE Mh NOTE 11L ANCHORS (SEE SECTION EZI ALTERNATIVE EZIW 014 SHEET IfIr ------- EZ1/18. L*EZIW/18 TYPIQAL ELEVATION FOR SERIES 2000 E-Z HANG STO M PANEL I SYSTEM M .. ­ 1 1- - UP ENGINEERING ENi3lNEERING EXPRESS* PRE3DLIDT EVALUATII3f4 REPORT September 16, 2020 Application Number: 178691 - R2 EX Project Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Saach, FIL 33409 Product Name & Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Flarlds Bulldog Commission) Rule Chapter 61020-3.005, FA.C., for statewide acceptance per Method 1 (d), The product noted above has been tested andlJor evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition RM) and is, for the purpose Intended, at least equivalent to that required by the Code. Re-Ervalustion of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data; . PRODUCT EVALuAnalli DOCUMENTS EX drawinii #20-31543 titletl24ga Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)', sheets 1-5, prepared by Engineering Express, signed & sealed by Frank Bennardo. P.E. Is an Integral part of this Evaluation Report. . TEST REPORTS Uniform alltic structural performance has been tested In accordance With TAS 202 test standards pet test report(s) #BT-ASG-1 7-001 by Blackwater Testing, Inc. Large missile Impact resistance and cycle loading performance has been tested in accordance with TAS 201 and TAS 203 test Standards per test report(s) #ST-ASG-1 7-001 by Elfackwarter Testing. Inc. . STRUCTURAL ENGINEEfUNG CALCULATIONS Structural Engineering calculations have been prepared which evaluate the product based on comparative andfor rational anaNsis to qualify the following design criteria: 1. Maximum Allowable Spans 2, MinimunnAltowable Spam 3. Minimum GIs" Separation 4. Anchor Spacing 160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM @ENG1 NEERING ExPREss.com EnctmeERINOEXPRESS.Co" LAST PANEL(]) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE PROVIDED W1 REAR GLE TO FACILITATE INSTALLATION IF INTENDED ST&LE.D Fr TO BE IN M INSIDE OF STRUCTURt (1). NIT E_ Z HANG STORM PANEL SYSTEM CONS 0 OF PANEL + Cont. TRACKS TOP AT BOTTOM. (2). END PANELS SHALL ONNECTED TO BOTTOM TRACK OTHERWISE A STOP XIFN -KC BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK� CONNECTION SHALL CONSIST OF 1/4-0-20BI3/4- MS� W/ 7/5-00/32- WING NUT OR U�gTe K;,5 V4; Min. THUMBSCREW INTO TAPPED BOTTOM TRACK. FASrENERS MAY BE AT EITHER OF TWO EXTERIOR FLAT FLANGES OF END PANEL. (4). IN CASE, THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM TRACK ( .. A STOP BAR ISS ONLY USED AT TOP) AT LEAST TWO PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. ONLY VAUD FOR WIND 170 rn.p.h, bl� LII-IT ENGINEERING Page2ol`2 All American Shutters and Class - 24ga Galvanized Steel Storm Panels No 33%lncrease in allowable stress has been Used In the design of this product, Separation from glazing is not required for Installations outside of Wind zone 4 and essential facilities. Impact Resistance. Large Impact Resistance has been demonstrated as evidenced In previously listed test report(s). and Is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as indicated In the spen schedule(s) on the respective Product Evaluation Document (i.e. engineering drawing). Instiallatfon This product shall be Installed In strid compliance with its respective Product Evaluation Document 0.0. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document O.e. engineering drawing). Umiltatfons & Conditions of Use: Use of this product shall be In strict accordance with the respective Product Evaluation Document O.e. engineering drawing) as noted herein, All supporting host structures "I be designed to resist all superimposed Wads and shall be of a material lated In this product's respective anchor schedule. Host structure conditions which are not accounted for In this product's respective anchor schedule shall be designed for on a afte-specillic basis by a registered professional engineer. Ail components which :to permanently Installed shall be protected against corrosion, contarnination, and other such damage at It times. This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ). Resportfully, OF IE,2 ,loHN, I, Frank Bennardo, PE ENGINEERING EXPRESSO #PEOD46549 I Cert. Auth. 9895 160 SIN 12'M AVENUE SUITE 106, DEERFIELD BEACH, FLoatoA 33442 (954) 354-0660 1 (866) 396-9999 TeAm6IENGiNEERzRIGExPnEss.com ENGINEkRINGEXPRESS.COM LN rr, W V T� 74­' Ml N., ID U) FF Ail A- _--:D 31 4 C3 M a MIN N M b F 1.R M., 1 -4 F� f,� a, 66, IT,- r LU -At- - AIR Q, M A. T F 20-31.543 7. w __U� (D_9�PtWTTDM CIAWU D-T�L E, J -"I INSTALLAIJON DUAILS FOR INTQ MUM ONCREIE, QQN!CREIE SERIES. 2000 E-Z BLQCK HANG STORM EANEL AND WOOD H81jCT!jRES CONCRETE BLOCK -VIVO TIPCON I REQUIRED. ANCHOR 0 12' O.C� 1/4-0 TAPCON j,4AI" HEX TER A _J14.1- HOC HEAD TEK ANCHOR 0 12* OZ.-_ CREW 964 FROM 2 0,5 EDGE OF SCREW 0,V4 FROM EDGE OF Q) //;:a :4 7 min. 2, i /2 _-A 1/2' I" MITI. CaSTIP" To GLASS ALUM LIM Pop j MASS _-SE ARAT6 M94 To CLASS, !j 3/18`0 INUM POP RNETIN i RIVET Is V MAX, PANEL LENGTH L-S1=14-- 10 /4-0-204- 5011; "0-20.2' Sea; OF,V GLASS, OF'"L* FEW 'Ir N 0. Ea. 112 TAPOON ANCHOR 0 12" OC, Ile# TAPCOM POURED ANCHOR 0 'r 6-6 OR 2TR4 WOOD CONCRETE BLOCK REOUIRED REOLINNED, WUL WALL,,VQUhMNG Mull` E 3/8=1' SCALE 3/8-1 I a.44 4= FROM ax, FLORIDA BUILDING CODE �Non High Velocity Nu 24 "M GALVARM STEEL STORM PANEL vane lone)l I . INSTALLATION ARE ONLY VAUD FOR MAX. A,&D, MIGN PRESSURE RATING +/- 40.0 p,s.f. AND 6'-0' 11. PANEL LENGTH. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD -S () ,10;; 1 ;_�� Z GLOUL PROTECTION PROOUCM, I.I.C. QRW sx. 51 stRaFt m­­ ,w .. 0TWL 33314 20-175 MEMBERS To BE SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. =ll� ff­ta, Mac- FAR, TA-0DOW116 n . l­R, - M . i - DRAPING, M;g Z _41[ 81- 1 1 i IF�91 - F__ i- 11.03 Is or IL 5AXTIONNARD. 1 ALL AMERICAN SHUTFERS AND GLASS MAXIMUM ALLOWABLE 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVH Z) DESIGN PRESSURES; %N; FAS NOTM IN DESIGN DESIGN NOTES: I SCHEDULES UI J -0 I '. WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIP PRE,9SURES CALCULATED FOR USE WITH TH15 SYSTEM 5 ALL DETERMINED PER Z wlI SIT, (PERP. TO PANEL SPAN) SEPARATE ENG INEERING IN ACCORDANCE WITH IT E GGV' NG COD' PRESS" RE V RE I% ASCHAPTER It t; I DETERTMED IN ACCORDAIXE Wly HIASCEE D TOP MOUNr (CONN T P. T TYPE 1609 OF THE FLORIDA BUILD ING CODE SHALL BE LESS THAN A.W U AS REQ'D) CID CINS IEGA8TEIVI�JDISIGN OR EQUAL TO THE P�S 5 > OPTICNAL?­­20 STITCH BOL75 WITH WASHERED PRESSURE CAPAC VAIIIUVaISOR IT LISTED R N FOR ANY ASSEMBLY AS SHO%VN� WINGMUTS FASTENED @ 1�q OVERLAPS, a MIDSPAN (USE APPROPRIATE SPAN TABLE) GENERAL. NOTES: � d 1. THTS �PECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRI TED ACCORDANCE WIFTH 1HEj"E11,UJ.%1I� 1111�j%-DAIDUILDUIG DE PLAN VIEW TO 'a. 2' E AN. tc� TH E V'R, 1. St"'M EMT`01'�'01 ST COITBACTOR SOF AN ALLINVESTIGATE 2Q 0 E. r Ed TO ALL LOCAL BUILDINdCODE AMENDIII ENI'!RWQ CRHEMAY APPLY, DESIO ' CRITERIA 3EYONDA8GTATID) HEREIN HAY t %17 1,116" ADDITIONAL SITE -SPECIFIC SEALED ENGINEERVJG� 1.1C 1.1 AS I IN A ULOWA BLE SIR ESS H AS B E . IS E D . T. E RD TIHIJISI,�l Y TE . 3. THE ARCHITECTIEN INFER OF RECORD FOR THE PROJECT _TL SUPERS TPUL Re �VTFM �� �HICH THIS DESIGN 19 US!!O S HALL HE RESPONSIBLE FOR TflEINTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SMALL RE CQORPI A"DED BY THE PERMITTING CONTRAkTOR. b N ORDrR TO DEVIATE FROM LOAD DErL 9, R SPA 04ILT ED EACLTT`E`R`�j1ATZ BOTTOM MOUNT HEREIN. CONTACT THIS ENGINIEN FOR SPAMICSALSr AATE]IONS A& Er) RG.391" M Y HERE$ THES D�AILEDHMEIUMGENERMANOWnfl-p�.�oE INFORMATION FOR A SPEUFIC SM. FORS k LICEINTSVECONNUITIONK5FFE IT N JN55 Rite We"121111 THE DETAILED DIJ r LLJ e tl� 0.375" MAY BE AT TO CONDITIONS HER ECT SM ALL PREPARE SITE'SM�IFJC D�UME NTS fOR U55 IN a BOTTOM TYPICAL VERTICAL MOUNT ELEVATION CO?UU NCTION =N THIS OOCUMV 7 6. DESIGN PRESSURES NOTED HEREIN ARE BASED 0 N MAXIM U K TESTED PRESSURE5 DIVIDED BY A 1.5 SAFETY FACTOR. N.T.S. ELEVATION 7 FAmNTERNETO St AY SAEGRAD105 UNLESS'NOTED E ?R GREATERP F RE L�; OTHEAMLVISE. SH CADMIUM , LATED OR THERWISE CDR SION -RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPECIFICATIONS RAOLUMINUM.STRUCTURES' FOR SECTION 13 9Y THE ALUMINUM ASSOCIATION,. INC,, &ANYAPPLICABLE FEDERAL, STATI� ANDJOR LOCAL DES, TOP MOUNT Lmax ALL STONrl PAN EIS 5, LL HE 14CA STEEL �O.00V% (SPAN ABOVE 9� STORM "NtLS SMALL CONFORM TO A5171 ­1 STRUCIURALQ­ STEEL.­ALVANI OCOATDlvWFTtTAI-1JNIMUMFY­I8.1K5I. LU AS N 11) BSTRUCTION) Iv ALL MINUM XTRUSIONS SHALL BE 6063�-Tk ALUMINUM ALLOY, UNL�S NAffl E rED OrM Elyll�E. 11. TOP& BOTTOM DErAlILSSHOWN MAY 8ElN7ffRCHANGebAS HELD COUDITIONSDI TATE. PANELS MAYBE MOUNTED VERTICALLY OR AS APPLICABLE. HORIZONTALLY 12. COU-TE AN-.RS NOTE. HEREIN SHAI-t.BE EMOEDDEOTO < 45 c.NI1 It M J RE"7 D 4 NON -CRACKED (ONCRETEMQNLY��NFA�L ALL CONCRETE ANCHORS PER M L NS "NUFACTURFR'5 REC TID 13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL Q _S�TRUCTIGN (LXATION MAY VARY) ME14BERS c IS NIA 14. ENGI�ME�E"SFALA"FIAD�PRET�OIVTAOL ... VENT ELECTROLYSS. TATEE SIR UCTURAL DE. AS D�M�IINIY OF THIS SIECIF11ATI.N BY CONTRACTOR, at. at IFTES SL SAVES MARMUESS THIS ENGINEER FOR ALL ODST &PJDALMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATE FAIt THAT RICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES 9EY014D An ICH IS CALLED R BY LOCAL STATE, & FEDERAL CODES N FROM ....... S PDJN OrOF%D EXCEPT AS EXPRESSN PROVIDED HEREIN, NO AODMONAL �RTUFJCATIONS OR AFFIRMATIONS ARE INTE DED. 15, ALTE"nGfdS,�OlnONS.OROTKERMARCW�TO�l5�L 'ENT 1-max CONN [BOTTOM MOUNT ( (SPAN BELOW ARE NOT VERMITT4DAND UIVALIDATE THIS C�FTTIEICATIOH. 7 PA ELSSHA M, �1� 1�1N' TRI.AININTI-1 LAI1L1LU1,1V),WITH A MIN IMUM PF C�l LARIL *R EVE0 3.0 FEI Ar .,.E . D NGINFOR ATION. ALLAMERICAN SHUTTERSAND GLASS TYPE AS REQ'D) OBSTPJJCTION) WEST PAL14 BEACH, FL a PANELS , MAY BE NOICI ED AS REQUIRED, OPTIONAL Y4'-205MT H TAS 201, TA5 ZOZ a TAB 203 LONIDA PROOUCT ApRRbVAL NUM85R K - cet2R!�L ITH PROVIDED THAT CONNECTIONS AND BOLTS t WASHERED WINCNUTS FASTENED @ 2 0 3 I ANCHORS ARE USED WHICH SATIS N OVERLAPS 0 MIDSPAN (USE SPANSABOVE & BELOW 0-WITION ABLE) VISIT : VF;R ERTICAL MOUNT ELEVATION I re /_2� (NOTCHED PANELS) N.7.S. ELEVATION MWW ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINPAUNI STORM PANEL SEPARATION FROM GLASS IKVHZ, WIND ZONE 4 & ESSENTIAL FACILITIES) DESIGN AuGwAKE INSTALLATIONS LIESS INSTALLATIONS GREATER ANE"U" SPAN ft-) THAN 301 ABOVE GRAM THAN 30'ABOVE GRADE jPSF) .00 1 130.01. SON I. a -1-35 1 130,0N, &D5 1. 14N_­_1___ _+.D E 230 0 - 2-16 1. ­45 1. SAE IR /-So 2 1,6!. 106.0,1 min "'M V-60 1 "2h, N9 a, --2S3jn 2.72 IR - 2 4 vl 27.0 1R 6,131. 2.98 DFAN bLNtL)ULt NUItb: 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN CA EQUAL TO NEGATIVE DESIGN LOADS. 2. 'PANEL FASTENERS' ARE STUDS USED IN COfttUNCTICN WITH ALL MOUNTING EXTRUSIONS 111- 'RACK, STUDDEO ANGLE, ETC.). USE 6,25- D.C. PANEL FASTENER SPACING TABU VALUES FOR ALL H,- AND 'U`-HEADERS (INCLUDING BUILD OUT CONDITIONS). 1 LINEAR INTERPOLATION SMIEEN LOADS IS 1. ENTER SPAN SCHEDULE WITH POSITIVE DIESIGHN LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2� SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY� INTIERPOLATION SETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD� 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION MINIMUM SEPARATION FROM THE MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT 9AdJNA'U` H.IW 0' IF OT 2r 24' 25'. 2T 2f G` 23' 26" Ir (or, cc, r 2r 22" 2r T 24- 2r 2r 2W 2r Zr -M 11- i 31" Ir W 2x 3a, it, 33, ZC 24- 24- 30" 4r 50' 21' 48' 24- 4r 30' ST 57 25" ST 31" SS` Or 2 2 - I 1 20" it- 71� 2r f 2 4- 30T �r 2V 4 2Ir 3o, er HRMI. 1P_ er, flE T 2F I 21' (F Zr 2F 25, 0 14 zr 2" 3F ffiE 3F" Or �L" Nr -14§1: -1- :F iy� �IXTIONS AT T� OR BOTTOM, ORNMIL MGI`�S LESS THAN THOSE NOTTO IN Tla� ABOVE ARE NOT lkCC "AKE. Z. NO SINAOTION ROM GLASS IS REQUIAM �Vll � UJIGINt IS GREATER TJIAN TllAT NOTED MR � MOR,",IG �NATION ABOVE. I SIDr,-LMWM REQUIRED ROA ALL SUILOOK17 MOUNTS IN TAOU REvJE. � SIDE O,O!AlRM JAII NOT LEE ­ERILOOtIT MOUNTRIGQTRtOMON$, RaQ!j1AHJWAFJJnON ROM � SH­ BE TER DMU'r 1. IAHLA ANkNal TO llv� J2P (WIT. OR -- STITCH NOITS) AMD 240 TANEIS, . HOT. ­ ­ ,_TENM 0 17 51 o­25"O.C. OPTIONAL INTERIOR FASTENING DETAIL N.T.S. M MUM'AL EGRESS PANEL DETAIL 11111111R FASTENING kRANKSEW_4AADO:F# "I MOMMNSI% C. 96%� Z Jul 1?11 j �,4 2 =1 ILI in 8 -1 --f _71S __,_U 6,7 0094 J88 18 CA .09 TYPI l3 I T 094" TIP 0 .06 T T tu DE52" 1.930' - 1.930", 0, a .375 0 1 5 2.00 D tP 2.000" TYP. 2.102114 2.000" 2zoo. EIUILD-Q�T *U" HEADER q>Al� IRJMP� @_S� Q, \a'S... 0 0 313' r3 Bec-, m4x `Qb; -­1-56o­�- A-, -sic 12.500" PANEL 1OVERV GE____�� Igo'.! C.D", 14375" PANEL LENG1 I I Lfff7 M-I. �'4 Os5" .250 T- D'." 410.71((W D.090" CAI 7YP� RACK RULD-OUT 'r' TPA T' ANG 0,917" A g�_R T L�" -L't 7�P� -F` ANGLE DWI 1.0001, OVERLAP 25' MAX. 4" MAX� A =JJMCLO�lJNHMTA(L 4 MAX MAX. f 1.0 OVER9LAP 3.82c, MAX �,I, T1, MAX 4r, MAX. MIN. -'a 0 6.1 a DUtlTCU­RE0,EIfiJL D j ANCHOR SPACING SCHEDULE: 24 GAUCr PANIELS; PANELFASTENERS @ CC. IIIE10111 MM EM EM111111ZIIIIIII ESM 1111MEMM111111 I= MMEMMM� In Im "MEE, M.. nowas an mamm 0 N 0 Ell T. W. M ........ ...... . . E 1,500 MIN , 'N UIA g. Zvi MAX� LLI Ego M 1113311111110 M E M E M E E WeI1101 E 2 11 a a W//////, 0/1 Ell E M M I I W///////// = a E W//////// H I WON/ M M WE// ANCHOR NOTES: I ANCHORSCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAYJ MUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY, 2. ENTER ANCHOR SCHEDLI LE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR-IYPE. SELECT DESIGN LOAD GREATERTHAN OR eQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECTSPAN GREATER THAN OR EQUALTO SM UTTER SFIAN.53 ELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHE7 2 FOR IDENTIFICATION OF CONNECTION TYPE), I PANE FASTENERS" ARE STU DS USED IN DOM UNCTION WITH ALL MOUNTING EXTRUSIONS ( i T�T IACK,STUDIDED ANGLE, ETC.). USE6.25-C.0 PANEL FA5TENERSPACaNG TABLE VAWES F014 ALL'H"- AND 'U"-HEADERS (INCLUDING BUILDOUT CONDrITONS). 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RrCOMMENDATIONS. 5. HOLLOW BLOCK HOST5TRUCTURE SHALLCONFORM TOA5TM Q9JD BLOCK, 6. MIMMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE 7 MINIMUM EMBEDM ENT AND EDGE DISTANCE EXCUUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINI CONCRET ANCHORS NOTED HERE SHALL BE EMBEDDED TO UN� MD CONCRETE ONLY, HERE EXISTING STRUC7 RE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARV� FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD; FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSLI ILE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW WE OF 57UD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2� X 4' JWN.) WOOD STUD (74- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING) WOOD STID SHALL RE"SOUTHERN PINE" G-OZ5 OR. GREATER DENSITY. LAGSCRE%V SHALL HAVE PHI LLI PS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCF93RS AFZE� DEWAIJ PANELMATE, ALL -POINTS SOLID -SET & BRASS BUSHING. 12. MACHINE 5CRE-Va SHALL HAVE 112- MINIM M ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.C. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WAD_ FINISHES, 14 ' 1111110 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 15 * D 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOP, USE WITH THE ANCHOR SCHEDULES L15TED ON THIS SHEET, di P, Eg in LLj % =o Ln 9 < LLI H 9 C_ U) -0 > 0 L_ CD_ CL = 0 _0 0 CY) co _N­` C ) -0 Q) _l_., C/) 4., g =3 -0 0 cu 0 -cu 70 0 L r- 0 CL) M = 0 .0 -+- CIO U_ ,_ 0 Co > .cn -0 (D Cn E 0 CU -0 cr) Z Z W mi C� 00 L-L 7'1 Y Vol 42 it 0 0 L) 7t3 C, W 11 (3) CIO 0 L_ 0_ 0_ 0 0 0 L_ 0- (1) M Cn LU :2 Z 1� E n SHEET NO. SH 1.5, A BP- �i �3LI L ennOT Rw-f3 L LC- Sig le_ vo, - , 18l'7s, p (OS'65- B04- S B�ar -ML